2519 Drawings.pdf

PROJECT LOCATION

01KUENY ARCHITECTS, LLC

10505 CORPORATE DRIVE - SUITE 100 PLEASANT PRAIRIE, WI 53158

SITE MAP

©2023 Kueny Architects L.L.C. - All Rights Reserved

10505 C�rp�rate Drive� P�easa�t Prairie� WI 53158 ph��e� 262�857�8101 web� www� ue�yarch�c�$

1� A�� c��crete t� test 4000 psi i� 28 days� 2� Verify a�� di$e�si��s� access� uti�ities a�d w�r i�g c��diti��s i� the fie�d� 3� C��f�r$ t� a�� app�icab�e c�des� �rdi�a�ces a�d safety sta�dards� 4� +btai� a�d pay f�r a�� required per$its a�d fees� 5� -�tify Architect i$$ediate�y if w�r ca���t pr�ceed as sh�w� �� Drawi�gs �r as described i� the

Specificati��s� 6� -� c��crete t� be p�ured with�ut Architect's pri�r review� 7� A�� C��tract�r's t� c�0�perate with a�� trades� +w�er's a�d Architect's represe�tatives� 8� 1eave site c�ea�� �eat a�d free �f debris at a�� ti$es� 9� Each Pri$e a�d Sub0c��tract�r is resp��sib�e f�r havi�g read each page �f the Specificati��s� Drawi�gs�

Adde�da a�d Cha�ge +rders� 10� Guard agai�st i�terferi�g with +w�er's �perati��s� 11� These Drawi�gs c��tai� �� pr�visi��s �r pr�cedures f�r ��0site safety� Each C��tract�r a�d their e$p��yees are resp��sib�e t� f����w a�� �aws a�d �rdi�a�ces a�d pr�vide their �w� e�gi�eeri�g t� pr�vide a safe w�r p�ace�

12� The ��cati��s �f existi�g u�dergr�u�d uti�ities� sh�w� �� these Drawi�gs� are sh�w� i� a� appr�xi$ate way ���y a�d have ��t bee� i�depe�de�t�y verified by the +w�er �r its represe�tatives� The C��tract�r sha�� deter$i�e the exact ��cati�� �f a�� existi�g uti�ities bef�re c�$$e�ci�g w�r � a�d agrees t� be fu��y resp��sib�e f�r a�y a�d a�� da$ages which $ight be �ccassi��ed by the C��tract�r's fai�ure t� exact�y ��cate a�d preserve a�y a�d a�� u�dergr�u�d uti�ities� 13� Services perf�r$ f�r this pr�7ect have bee� c��ducted i� a $a��er c��siste�t with the �eve� �f care a�d s i��

�rdi�ari�y exercised by $e$bers �f the pr�fessi�� curre�t�y practici�g i� this area u�der si$i�ar budget a�d ti$e c��strai�ts� -� warra�ty� expressed �r i$p�ied� is $ade�

GENERAL NOTES CONSULTANTS SHEET INDEX PROJECT INFO

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Wisconsin.

Printed or typed name:

License number

My license expiration date is:

ARCHITECT

Pages or sheets covered by this seal:

Jon P. Wallenkamp

CERTIFICATION

A8693

07/31/2026

Kenosha County Detention Center - Misc. Security Upgrades

4777 88th Ave, Kenosha, WI 53144

TIT1E SHEET

01 Tit�e Sheet

GE-ERA1 ARCHITECTURA1

A001 Pr�7ect Areas a�d A�ter�ate I�f�r$ati��

A002 Architectura� 1ege�ds a�d Sta�dards

A003 Wa�� Types a�d Typica� Detai�s

ARCHITECTURA1

A200 F���r P�a� 0 Existi�g a�d De$� 0 Area H

A201 F���r P�a� 0 Existi�g a�d De$� 0 Area <

A202 F���r P�a� +vera�� = Sa��y P�rt D��r Rep�ace$e�t

A203 F���r P�a� 0 Pr�p�sed 0 Area <

A400 Wa�� Secti��s a�d Detai�s

A401 Wa�� Secti��s a�d Detai�s

A402 Wa�� Secti��s a�d Detai�s

A500 Architectura� Detai�s

A600 D��r Schedu�es a�d Detai�s

A700 E�evati��s a�d Detai�s

A801 Fi�ish a�d Cei�i�g P�a�s

FIRE PR+TECTI+-

FP111 Fire Pr�tecti�� P�a�s

P1U>BI-G

P101 P�u$bi�g P�a�s & Schedu�es

>ECHA-ICA1

>101 >echa�ica� P�a�s & Schedu�es

E1ECTRICA1

DE100 De$� P�a�s

E001 +vera�� E�ectrica� P�a�

E111 1ighti�g P�a�s

E211 P�wer P�a�s

E501 E�ectrica� Detai�s

TECH-+1+GY

IT201 Tech����gy P�a�

T�ta� Sheets� 24

ARCHITECT

Kueny Architects Ph��e� (262) 85708101 Address� 10505 C�rp�rate Drive� Suite 100 P�easa�t Prairie� Wisc��si� 53158

Architect �f Rec�rd 0 <�� P� Wa��e� a$p Structura� E�gi�eer 0 <�h� F� Sch$idbauer� PE

>EP

Root Engineering Services, P.C.

Ph��e� (847) 24908398 Address� 10411 C�rp�rate Dr # 108� P�easa�t Prairie� WI 53158

E�gi�eer �f Rec�rd 0 Eric Tie�

ISSUED FOR BIDDING

SEPTEMBER 30, 2025

010A801� IT201

The pr�7ect c��sists �f the f����wi�g� 1� I�teri�r re$�de�i�g �f the existi�g e�try ��bby� 1�bby re$�de�i�g c��sists �f the additi�� �f a secure recepti�� area� Recepti�� area t� be c��structed if structura� $eta� stud fra$i�g c�added with drywa�� a�d bu��et resista�t pa�e�i�g f�r a 1eve� III resista�t e�c��sure� The �ew recepti�� area wi�� i�c�ude �ew f���ri�g� c�u�ter t�ps� a vertica� baff�e bu��et resista�t wi�d�w syste$� casew�r � cei�i�g� �ighti�g� >EP syste$s a�d tech����gy�

2� Exteri�r d��r rep�ace$e�t� The exteri�r d��r rep�ace$e�t c��sists �f rep�aci�g tw� sa��yp�rt d��rs� The d��r rep�ace$e�t wi�� require re$�vi�g the existi�g d��rs a�d ad7ace�t side�ite� preppi�g the head a�d 7a$b� a�d i�sta��i�g the �ew h����w $eta� stee� f�r$ed security d��rs a�d wi�d�ws� D��r rep�ace$e�t wi�� a�s� i�c�ude tech����gy a�d p�wer re0c���ecti�� t� �ew d��rs�

3� Padded ce�� re$�de�� The padded ce�� re$�de� c��sists �f creati�g tw� padded ce��s fr�$ existi�g 7ai� ce��s i� the i�dicated area �f the dete�ti�� ce�ter� The ce�� re$�de� wi�� c��sist �f de$��ishi�g the existi�g fur�iture a�d p�u$bi�g fixtures i� the existi�g ce��� preppi�g the f���rs a�d wa��s� addi�g a f�ushi�g f���r si� � a�d app�yi�g the paddi�g a�d pr�tective surfaci�g� Ce�� re$�de� wi�� a�s� i�c�ude �ew ca$era w�r �

T�ta� Pr�7ect Re$�de� Area� 2�934 SF

C�de C�$p�ia�ce� Bui�di�g� IBC I�ter�ati��a� Bui�di�g C�de 0 2015

>echa�ica�� IBC I�ter�ati��a� Bui�di�g C�de 0 2015 State �f Wisc��si� E�ergy C�de 0 SPS0363 State �f Wisc��si� >echa�ica� C�de SPS 364 IECC I�ter�ati��a� E�ergy C��servati�� C�de – 2015

P�u$bi�g� State �f Wisc��si� P�u$bi�g C�de SPS 382

E�ectrica�� State �f Wisc��si� E�ectrica� C�de 0 SPS0316 State �f Wisc��si� E�ergy C�de 0 SPS0363 IECC I�ter�ati��a� E�ergy C��servati�� C�de 0 2015 -FPA 70 0 -ati��a� E�ectrica� C�de 0 2017 -FPA 72 – -ati��a� Fire A�ar$ C�de 0 2010 -FPA 101 0 1ife Safety C�de 0 2012

ALTERNATE #1

A�ter�ate #1 t� i�c�ude the c�$p�ete re0pai�ti�g �f the existi�g vestibu�e <001 a�d ��bby <002 as part �f the pr�7ect� Re0pai�ti�g a�ter�ate t� i�c�ude a�� wa��s� s�ffits� cei�i�gs� pai�ted H> fra$es� a�d pai�ted $eta�s� Refer t� specificati�� secti�� 09 91 00 f�r a�� pai�t require$e�ts�

ALTERNATE #2

A�ter�ate #2 t� i�c�ude the c�$p�ete f���ri�g rep�ace$e�t i� vestibu�e <001 a�d ��bby <002 as part �f the pr�7ect� Vestibu�e <001 t� receive wa� 0�ff $at as part �f the a�ter�ate a�d ��bby <002 t� receive additi��a� 1VT c�verage past the pr�7ect area� Refer t� specificati�� secti��s 09 65 00 a�d 09 68 00 f�r f���ri�g require$e�ts�

Be��w is the pr�7ect descripti��s �f the A�ter�ate sc�pes �f w�r � Refer t� a�� p�a�s a�d detai�s f�r c�$p�ete sc�pe� The G�C� wi�� be resp��sib�e f�r a�� �f the p�a� detai�s f�r each sc�pe �f w�r � -�t a�� w�r is �isted the su$$ary be��w� but a ge�era� �verview �f the A�ter�ate w�r � I� additi��� p�ease refer t� specificati�� secti�� 01 23 00 A1TER-ATES�

PROJECT AREA H

"H" DORM

PROJECT AREA "J"

LOBBY

NO WORK IN THIS AREA

NO WORK IN THIS AREA

NO WORK IN THIS AREA

NO WORK IN THIS AREA

PROJECT AREA

SALLYPORT DOOR REPLACEMENT

PROJECT AREA

SALLYPORT DOOR REPLACEMENT

NO WORK IN

THIS AREA

(206 SF)

(+/- 2,248 SF)

lobby

J002 reception

J003 dayroom

H038 padded cell

H040 padded cell

H039 sally port

J009 vestibule

J001 sallyport

K009

A203

Si$

A201

Si$

A201

Si$

A202

Si$

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

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B

C

D

X X

X

A

B

C

D

CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

PLAN NORTH

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

/3

/2

:2

:0

A

M

SCALE: As indicated

A001

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Project Areas and Alternate Information

September 30, 2025

ALTERNATE LEGEND

1 HR 1 HR1 HR 1 HR

2 HR 2 HR2 HR 2 HR

3 HR 3 HR3 HR 3 HR

SB SBSB SB

A101

SI>

DRAWI-G SHEET -U>BER

DETAI1 -U>BER +- SHEET

DETAI1 SI>I1AR T+ REFERE-CED

A101

SI>

WA11 SECTI+-

A101

SI>

BUI1DI-G SECTI+-

EXTERI+R E1EVATI+-

I-TERI+R E1EVATI+-

A101

A101

1i a

SECTI+- HEADS

WA11 TYPE TAG WA11 TYPE

WA11 EXTE-SI+-

GEY-+TE TAG

SPECIFICATI+- SECTI+-

H DECI>A1 D+ES -+T REFERE-CE SPEC

DRAWI-G SHEET -U>BER

DETAI1 -U>BER +- SHEET

E1EVATI+- CHA-GE

9'-0"

STRUCTURA1 GRID 1I-E

Room name

R++> TAG

R++> -A>E SCHEDU1ED

R++> -U>BER SCHEDU1ED

REVISI+- TAG

S902

SI>

CA11+UT TAG

104X

104X

D++R TAG

SPECIA1 D++R TAG

CEI1I-G TAG W= HEIGHT

CEI1I-G TYPE

CEI1I-G HEIGHT AB+VE F�F�

DE>+1ITI+- -+TE -U>BER

DE>+ GEY-+TE TAG

T+I1ET TISSUE

DISPE-SER

S+AP

DISPE-SER

HA-D

SA-ITIIER

'0

FIRE EXTI-GUISHER

CABI-ET

ADA PUSH BUTT+-

+PERAT+R

WATER F+U-TAI-

'0

URI-A1 WA11

HU-G URI-A1

SCREE-

'0

'0

URI-A1

ADA STA-DARD

'0

1AVAT+RY

'0

TRASH

RECEPTICA1

'0

T+WE1 = TRASH

C+>B+

'0

>IRR+R

C++RDI-ATE WITH

C+U-TER =

BACGSP1ASH

T+WE1

DISPE-SER

BABY CHA-GI-G

STATI+- (WHE-

+PE-)

" 4

HA-D DRYER

TACTI1E CHARACTERS AB+VE FI-ISH

F1++R

18 min

18 min

45° centered on tactile characters

TACTI1E SIG-AGE 1+CATI+-

REFUGE

AREA OF

m in m a x

-3

-9

(a) stairs

(b) ramps

-9

-3

(c) walking surfaces

-3

-9

HA-DRAI1 >+U-TI-G

ACT AC+USTICA1 CEI1I-G TI1E

A�F�F� AB+VE FI-ISH F1++R

B1DG BUI1DI-G

B+T� B+TT+>

C< C+-TR+1 <+I-T

C>U C+-CRETE >AS+-RY U-IT

C-C C+-CRETE

C+-T� C+-TI-U+US

CPT CARPET

CFT CERA>IC F1++R TI1E

CWT CERA>IC WA11 TI1E

CR CARD READER

DIA DIA>ETER

DI> DI>E-SI+-

D- D+W-

EA EACH

EIFS EXTERI+R I-SU1ATI+- FI-ISHI-G SYSTE>

E1 E1EVATI+-

E1EC� E1ECTRICA1

EQ� EQUA1

EXT� EXTERI+R

FA FIRE A1AR>

FD F1++R DRAI-

FE FIRE EXTI-GUISHER

F�F� FI-ISH F1++R

FTG F++TI-G

GA GAUGE

GA1V� GA1VA-IIED

G1 G1AII-G U-IT

GYP GYPSU> B+ARD

H+R� H+RII+-TA1

H> H+11+W >ETA1

HVAC HEATI-G VE-TI1ATI+- AIR C+-DITI+-I-G

I-S� I-SU1ATI+-

I-T� I-TERI+R

1G� 1+-G

>A-� >A-UFACTURER

1VT (P) 1UXURY VI-Y1 TI1E (P1A-G)

>AX >AXI>U>

>I-� >I-I>U>

>T1� >ETA1

-A -+T APP1ICAB1E

-�I�C� -+T I- C+-TRACT

-+> -+>I-A1

+�C� +- CE-TER

+H +VERHEAD

+PP +PP+SITE

P1A> P1ASTIC 1A>I-ATE

PFT P+RCE1AI- F1++R TI1E

PT PAI-T

P-1 PA-E1

PWT P+RCE1AI- WA11 TI1E

RAD RADIUS

RCP REF1ECTED CEI1I-G P1A-

RD R++F DRAI-

REF� REFRIGERAT+R

REV� REVISI+-

R+ R+UGH +PE-I-G

SF SQUARE FEET

SI>� SI>I1AR

SPEC SPECIFICATI+-S

SS S+1ID SURFACI-G

T�+� T+P +F

TYP� TYPICA1

U�-�+� U-1ESS -+TED +THERWISE

VB VI-Y1 BASE

VAR� VARIES

VEST� VESTIBU1E

V�I�F� VERIFY I- FIE1D

VCT VI-Y1 C+>P+SITE TI1E

VERT� VERTICA1

WD W++D

WI-� WI-D+W

WCP W++D CEI1I-G PA-E1

PW PRESSURE WASHER

WWP W++D WA11 PA-E1

WTR WATER

60 min m in

152516-18 405-455 430-485

17-19

WHEE1CHAIR

ACCESSIB1E WATER

C1+SET

A>BU1AT+RY

ACCESSIB1E

WATER C1+SET

ADA STA11

C1EARA-CE

12 max

42 min

54 min

SIDE WA11 GRAB

BAR

transfer side

12 min

24 min

36 min

REAR WA11 GRAB

BAR

m in

7-9 180-230 m a x

DISPE-SER

1+CATI+- I+-E

m in

1½ min

(a) projecting objects

(b) recessed objects

GRAB BAR

SPACI-G

17 max

13½ min

WA11 HU-G

URI-A1

m a x 1 m in

(a) (b)

2½ max

ADA BE-CH

BACGREST

EXISTI-G WA11S T+ BE RE>+VED

EXISTI-G WA11S T+ RE>AI-

-EW WA11S

SE>I0RECESSED FIRE EXTI-GUISHER

CABI-ET

EXISTI-G D++R T+ BE RE>+VED

EXISTI-G D++R T+ RE>AI-

-EW D++RS W= D++R TAG

X

+PE-I-G I- >+VAB1E PARTITI+-

T+I1ET 0 F1++R >+U-T WITH TA-G

T+I1ET 0 WA11 >+U-T WITH CARRIER

URI-A1 0 WA11 HU-G

DRI-GI-G F+U-TAI- 0 HIGH = 1+W

>+P SI-G W= STAI-1ESS STEE1

BACGSP1ASH

R+U-D = (SQUARE) SI-G W= VA-ITY 0

U-DER>+U-T

GITCHE- SYT1E D+UB1E SI-G

WA11 >+U-T SI-G VA-ITY

+VERHEAD D++RS W= TRACG

(-+T T+ SCA1E)

EXISTI-G WI-D+W T+ BE RE>+VED

EXISTI-G WI-D+W T+ RE>AI-

-EW WI-D+WS

FE

m in

18 min

(a)

FRONT APPROACH,

PULL SIDE

m in

(b)

FRONT APPROACH,

PUSH SIDE

m in12 min

(c)

FRONT APPROACH, PUSH

SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

36 min m in

(d)

HINGE APPROACH,

PULL SIDE

42 min 1065 5 m in

(e)

HINGE APPROACH,

PULL SIDE

m in

22 min

(f)

HINGE APPROACH,

PUSH SIDE

(g)

HINGE APPROACH, PUSH

SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

m in

22 min

24 min m in

(h)

LATCH APPROACH,

PULL SIDE

(i)

LATCH APPROACH,

PULL SIDE,

DOOR PROVIDED WITH

CLOSER

m in

24 min

24 min m in

(j)

LATCH APPROACH,

PUSH SIDE

(k)

LATCH APPROACH, PUSH

SIDE,

DOOR PROVIDED WITH

CLOSER

24 min m in m in

18 min

X > 8

(a) pull side

CLEARANCE AT

RECESSED DOOR

(c) folding door

32 min

WIDTH

REQUIREMENTS AT

OPENINGS

m in

(b) push side

X > 8

CLEARANCE AT

RECESSED DOOR

m in12 min

(c) push side, door provided with both closer and latch

X > 8

CLEARANCE AT

RECESSED DOOR

(a) hinged door

32 min

(b) sliding door

32 min

WIDTH

REQUIREMENTS AT

OPENINGS

WIDTH

REQUIREMENTS AT

OPENINGS

1� D+ -+T SCA1E REP1ICATED PRI-TS +R REPR+DUCTI+-S�

2� THIS DRAWI-G SHEET D+ES -+T REPRESE-T A11 SY>B+1S A-D DIAGRA>S I- THE

PR+<ECT� THIS SHEET REPRESE-TS TYPICA11Y E-C+U-TERED ITE>S� -+T A11 ITE>S

SH+W- >AY +CCUR WITHI- THE SC+PE +F THIS PR+<ECT A-D +THER ITE>S >AY EXIST

I- THE PR+<ECT -+T +- THIS SHEET� REFER T+ C+>P1ETE SPECIFICATI+-S A-D

DRAWI-G D+CU>E-TATI+- SET F+R C+>P1ETE SC+PE +F W+RG�

1 H+UR FIRE BARRIER

C+-STRUCTI+- T+ I-C1UDE FU11 WA11 SYSTE> A-D

A11 +PE-I-GS = PE-ETRATI+-S

2 H+UR FIRE BARRIER

C+-STRUCTI+- T+ I-C1UDE FU11 WA11 SYSTE> A-D

A11 +PE-I-GS = PE-ETRATI+-S

3 H+UR FIRE BARRIER

C+-STRUCTI+- T+ I-C1UDE FU11 WA11 SYSTE> A-D

A11 +PE-I-GS = PE-ETRATI+-S

S>+GE BARRIER

A1U>I-U>

CHAI-1I-G FE-CI-G

C1AY

C+-CRETE

EARTH

GRASS

GRAVE1

PAVI-G 0 ASPHA1T

GRATI-G

P1YW++D 0 H+RII+-TA1

P1YW++D 0 VERTICA1

R++FI-G 0 SHI-G1ES

WATER

W++D 0 C+RG

W++D

W++D

W++D

BRICG 0 RU--I-G

BRICG 0 >+DU1AR STAGGERED

BRICG 0 -+R>A- STAGGERED

BRICG 0 STACG

C>U 0 RU--I-G

C>U 0 SP1IT FACE RU--I-G

C>U 0 STACG

G1ASS B1+CG 0 8"

SIDI-G W= BATTE-

STA-DI-G SEA> R++FI-G

ST+-E 0 ASH1AR

ST+-E 0 1EDGE

ST+-E 0 RIVER R+CG

ST+-E 0 SQUARE

TI1E 0 RU--I-G 4" X 8"

TI1E 0 RU--I-G 12" X 12"

TI1E 0 STACG 12" X 12"

P1A-G 0 F1++R

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

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CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

/3

/2

:2

:0

A

M

SCALE: As indicated

A002

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Architectural Legends and Standards

September 30, 2025

DRAWING SYMBOL LEGENDADA MOUNTING STANDARDS ABBREVIATION LEGEND

ADA CLEARANCE STANDARDS

FLOOR PLAN LEGEND

ACCESSIBLE ROUTE STANDARDS

GENERAL PROJECT NOTES

FIRE RATING LEGEND

FILL PATTERN LEGEND

WA11 BASE PER R++> FI-ISH SCHEDU1E

F1++R FI-ISH PER SCHEDU1ES A-D

DETAI1S

C+-TI-U+US STEE1 STUD

RU--ERL A-CH+R T+ F1++R STRUCTURE

5=8" GYPSU> B+ARDL EACH SIDE

AC+USTICA1 BATT I-SU1ATI+-L TYPICA1

AT AC+USTICA1 PARTITI+-S

FI-ISH CEI1I-G PER SCHEDU1ES A-D

WA11 SECTI+-S

3" S1IP TRACG CHA--E1L TYPICA1 AT STUD WA11

STRUCTURE C+--ECTI+-

EXTE-D T+ U-DERSIDE +F STRUCTURE

A-D SEA1 PER WA11 TAGS A-D DETAI1S

W A

H E

IG

H

T P

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S C

H E

D U

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S

WA11 EXTE-DED PAST FI-ISH CEI1I-GL

SEE BRACI-G DETAI1

A1

A2

305=8" STEE1 STUDS @ 16" +�C�

6" STEE1 STUDS @ 16" +�C�

WA11 BASE PER R++> FI-ISH SCHEDU1E

F1++R FI-ISH PER SCHEDU1ES A-D

DETAI1S

C+-TI-U+US STEE1 STUD

RU--ERL A-CH+R T+ F1++R STRUCTURE

5=8" GYPSU> B+ARDL +-E SIDE

AC+USTICA1 BATT I-SU1ATI+-L TYPICA1

AT AC+USTICA1 PARTITI+-S

FI-ISH CEI1I-G PER SCHEDU1ES A-D

WA11 SECTI+-S

EXTE-D T+ U-DERSIDE +F STRUCTURE A-D

SEA1 PER WA11 TAGS A-D DETAI1S

W A

H E

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H

T P

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S C

H E

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S

WA11 EXTE-DED PAST FI-ISH CEI1I-GL

SEE BRACI-G DETAI1

3" S1IP TRACG CHA--E1L TYPICA1 AT STUD WA11

STRUCTURE C+--ECTI+-

B1

201=2" STEE1 STUDS @ 16" +�C�B2

305=8" STEE1 STUDS @ 16" +�C�B3

105=8" STEE1 STUDS @ 16" +�C�

WA11 BASE PER R++> FI-ISH

SCHEDU1E

F1++R FI-ISH PER SCHEDU1ES A-D

DETAI1S

FI-ISH CEI1I-G PER SCHEDU1ES A-D

WA11 SECTI+-S

U-DERSIDE +F STRUCTURE

EXTE-D T+ U-DERSIDE +F STRUCTURE

A-D SEA1 PER SCHEDU1ES A-D DETAI1SL

EXPA-SI+- <+I-T AT STRUCTURE

W A

H E

IG

H

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C+-CRETE >AS+-RY U-ITL SEE P1A-S F+R

WA11 THICG-ESSL SEE STRUCTURA1 F+R

REI-F+RCI-G

C

U R

S I-

G

B+-D BEA> AT T+P +F C>U WA11

CEI1I-G A-D FU11 HEIGHT WA11S

GR+UT S+1ID 0 SEE STRUCTURA1

F+R REI-F+RCI-G

C1

4" C+-CRETE >AS+-RY U-IT

C2

C3

C4

6" C+-CRETE >AS+-RY U-IT

8" C+-CRETE >AS+-RY U-IT

10" C+-CRETE >AS+-RY U-IT

C5

12" C+-CRETE >AS+-RY U-IT

A1 S x hr

WA11 HEIGHT PER P1A-SL S 0 WA11 EXTE-TI+- T+

STRUCTURE = C 0 WA11 EXTE-SI+- PAST CEI1I-G

HEIGHT AS I-DICATED

WA11 TYPE PER 1EGE-D

WA11 FIRE RATI-G (IF APP1ICAB1E) 0 HR I-DICATED

IF -+- RATED

WA11 TYPE GE-ERA1 -+TES�

1� E1E>E-TS -+TED I- THE GE-ERA1 WA11 TYPES ARE T+ BE APP1IED T+ A11 WA11

TYPE 1+CATI+-S SH+W- +- P1A- U-1ESS -+TED +THERWISE +- WA11 SECTI+-

SHEETS�

2� IF WA11 TYPE TAG D+ES -+T I-DICATE WA11 EXTE-SI+-� THE EXTE-SI+- ASSU>ED

SH+U1D BE -+TED AS EXTE-SI+- T+ STRUCTURE�

3� DI>E-SI+-S +- F1++R P1A-S ARE T+ FI-ISH FACE +F PARTITI+-S� FACE +F C>U�

FACE +F EXISTI-G FI-ISH +R GRID 1I-E U-1ESS SH+W- +R -+TED +THERWISE�

4� PR+VIDE A11 WA11 A-D F1++R +PE-I-GS F+R >ECHA-ICA1� P1U>BI-G� A-D

E1ECTRICA1 ITE>S� SEE STRUCTURA1 DRAWI-GS F+R REQUIRE>E-TS F+R 1I-TE1S

I- >AS+-RY WA11S� PE-ETRATI+-S I- FIRE RATED PARTITI+-S T+ REYAI- FIRE

RATI-G�

5� SEE E1EVATI+-S A-D WA11 SECTI+-S F+R EXTERI+R WA11 TYPES� TYPICA1 AT

PRECAST A-D EXTERI+R >AS+-RY A-D STRUCTURA1 STUD WA11S�

FI-ISHED CEI1I-G PER SCHEDU1ES

A-D DETAI1S

>ETA1 STUD GICGERS @ 36" +�C�

T+ STRUCTUREL SA>E GA AS WA11

FRA>I-GL STAGGER GICGERS

WA11 TYPE PER SCHEDU1ES A-D

F1++R P1A-S

(05 30 00) U-DERSIDE +F DECG

(05 40 00) 3" CEI1I-G CHA--E1

S1IP TRACG

(09 29 00) A-G1E TRI> A-D CAU1G

BY DRYWA11 C+-TRACT+R

(07 21 00) S+U-D BATT I-SU1ATI+-

(09 29 00) GYPSU> B+ARD

(09 29 00) >ETA1 STUDS

(09 29 00) GYPSU> B+ARD C+-TR+1 <+I-TL

GYPSU> ASS+CIATI+- SPACE 0 >AX 20' +�C�

(07 21 00) BATT I-SU1ATI+-

(09 29 00) GYPSU> B+ARD

(09 29 00) >ETA1 STUDS

(09 29 00) GYPSU> B+ARD C+-TR+1 <+I-T

(09 29 00) >ETA1 STUDS

(08 11 00) >I-ERA1 W++1 I-SU1ATI+-L

FU11 FRA>E WIDTH A-D DEPTH

(09 29 00) GYPSU> B+ARD

(08 11 00) H+11+W >ETA1 D++R

FRA>EL SEE

SPECIFICATI+-S

W++D +R H+11+W >ETA1

D++R PER SCHEDU1ES

(09 29 00) RU--ER WRAPPED

D+UB1E >ETA1 STUD HEADER

(09 29 00) D+UB1E >ETA1 STUDS

(08 11 00) >I-ERA1 W++1

I-SU1ATI+-L FU11 FRA>E WIDTH

A-D DEPTH

(08 11 00) H+11+W >ETA1 D++R

FRA>EL SEE SPECIFICATI+-S

W++D +R H+11+W >ETA1

D++R PER SCHEDU1ES

(09 29 00) GYPSU> B+ARD

(09 29 00) >ETA1 STUDS

(09 29 00) GYPSU> B+ARD

(07 21 00) S+U-D BATT

I-SU1ATI+-

(04 20 00) C+-CRETE >AS+-RY U-IT

(C>U)� SEE STRUCTURA1 F+R

REI-F+RCI-G

(04 20 00) VERTICA1 >AS+-RY

REI-F+RCI-GL >I- #5 BARS VERTICA1 A-D

GR+UT S+1ID

(09 29 00) >ETA1 STUDS

P E

R P

A

(09 29 00) >ETA1 C+R-ER TRI> 0 EACH

SIDE

(09 29 00) GYPSU> B+ARD 0 EACH SIDE

(09 29 00) <+I-T SEA1A-T 0 EACH SIDE

(09 29 00) >ETA1 C+R-ER TRI> 0 EACH

SIDE

(04 20 00) C+-CRETE >AS+-RY U-IT

(C>U)� SEE STRUCTURA1 F+R

REI-F+RCI-G

(04 20 00) VERTICA1 >AS+-RY

REI-F+RCI-GL >I- #5 BARS VERTICA1 A-D

GR+UT S+1ID

(09 29 00) >ETA1 STUDS

P E

R P

A

(09 29 00) >ETA1 C+R-ER TRI> 0 EACH

SIDE

(09 29 00) GYPSU> B+ARD 0 EACH SIDE

(09 29 00) <+I-T SEA1A-T 0 EACH SIDE

(09 29 00) >ETA1 C+R-ER TRI> 0 EACH

SIDE

WA11 BASE PER R++> FI-ISH SCHEDU1E

F1++R FI-ISH PER SCHEDU1ES A-D

DETAI1S

C+-TI-U+US STEE1 STUD

RU--ERL A-CH+R T+ F1++R STRUCTURE

5=8" GYPSU> B+ARDL EACH SIDE

AC+USTICA1 BATT I-SU1ATI+-L TYPICA1

AT AC+USTICA1 PARTITI+-S

FI-ISH CEI1I-G PER SCHEDU1ES A-D

WA11 SECTI+-S

3" S1IP TRACG CHA--E1L TYPICA1 AT STUD WA11

STRUCTURE C+--ECTI+-

EXTE-D T+ U-DERSIDE +F STRUCTURE

A-D SEA1 PER WA11 TAGS A-D DETAI1S

W A

H E

IG

H

T P

E R

S C

H E

D U

E

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WA11 EXTE-DED PAST FI-ISH CEI1I-GL

SEE BRACI-G DETAI1

BR 305=8" 20 GA� STEE1 STUDS @ 16" +�C�

BU11ET RESISTA-T FIBERG1ASS PA-E1I-G

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

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CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

/3

/2

:2

:0

A

M

SCALE: 1 1/2" = 1'-0"

A003

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Wall Types and Typical Details

September 30, 2025

1 1/2" = 1'-0"

Wall Type - "A" Partition 1 1/2" = 1'-0"

Wall Type - "B" Partition 1 1/2" = 1'-0"

Wall Type - "C" Masonry

WALL TYPES - GENERAL NOTES / LEGEND

1 1/2" = 1'-0"1 Wall Kicker - Typical Detail

1 1/2" = 1'-0"2 Wall Termination @ Mtl. Deck

1 1/2" = 1'-0"3 Gypsum Board Control Joint

1 1/2" = 1'-0"4 HM Door Head - Mtl. Stud

1 1/2" = 1'-0"5 HM Door Jamb - Mtl. Stud

1 1/2" = 1'-0"8 Wall Intersection - Mtl. Stud / CMU

1 1/2" = 1'-0"9 Wall Intersection - CMU / Mtl. Stud

1 1/2" = 1'-0"

Wall Type - "BR" Partition

11'00" cell

H041 cell

H042 cell

H040 cell

H039

A200 multi purpose

H036 dayroo m cell

H044 cell

H045 cell

H046 cell

H047

AREA TO REMAIN EXISTING

AREA TO REMAIN EXISTING

AREA OF WORK

locksmith

H037 cell

H048 cell

H049 control

H007 sallyport

H004

G

G

G�5G�5

H�5H�5

<�5<�5

G�5G�5

<�9

<�9

12'08" 39'08"

52'04"

8" 6'010" 8" 6'010" 8"

15'08"

'0

A200 cell

H040 cell

H039

'0

8" 6'010" 8" 6'010" 8"

'0

'0

11 11

12 12

14 14

5'08"4'04" 4'04"

A200

19 19

1 DEMO EXISTING FURNITURE SYSTEM; DEMO TO INCLUDE ALL

COUNTER SECTIONS, PARITIONS WALL, AND SUPPORTS AS

REQUIRED. DEMO COMPLETE SYSTEM

2 DEMO EXISTING WALL; DEMO TO CONTAIN COMPLETE WALL

CONSTRUCTION - G.C. TO FIELD VERIFY CONDITION AND COORDINATE

WITH PROPOSED WORK

3 DEMO EXISTING FLOORING; CLEAN LINE OF REMOVAL TO SECTOIN

THAT IS TO REMAIN; FIELD VERIFY BEST LOCATION TO DEMO CLOSEST

TO AREA INDICATED

4 RELOCATE EXISTING METAL DETECTOR AND ASSOCIATED POWER;

G.C. TO CUT FLOOR AND REPLACE SLAB TO RELOCATE POWER TO

NEW LOCATION

5 DEMO EXISTING LIGHT; RE-USE CIRCUIT FOR NEW LIGHTING AS

REQUIRED

6 RELOCATE EXISTING SUPPLY REGISTER; SEE PLAN FOR LOCATION

7 DEMO EXISTING CEILING; DEMO INCLUDES COMPLETE SYSTEM AND

AND ALL COMPONENTS NECESSARY FOR NEW CONSTRUCTION;

PATCH AND FRAME AREAS NECESSARY FOR NEW CEILING AND WALL

CONSTRUCTION

8 DEMO EXISTING WALL MOUNT TOILETS; SEE MEP FOR NEW PLUMBING

SCOPE; PATCH MASONRY WALL AS REQUIRED

9 DEMO EXISTING WALL MOUNT STEEL BED; PATCH AMCHOR HOLES -

CONCRETE PATCHING COMPOUND OR MORTAR MIX PATCH

10 DEMO EXISTING FLOOR MOUNT STEEL BENCH AND TABLE

11 DEMO EXISTING LIGHT FIXTURE; SEE MEP PLANS FOR NEW LIGHT

FIXTURE - RE-USE EXISTING CIRCUITING IF APPLICABLE

12 DEMO EXISTING WALL MOUNT MIRROR

13 DEMO SECTION OF CONCRETE SLAB FOR NEW FLOOR DRAIN INSTALL;

FIELD VERIFY ROUTING NECESSARY AND PROVIDE SAW CUT /

CONCRETE FLOOR POUR INFILL

14 DEMO EXISTING SLIDING CELL DOOR - VERIFY WITH COUNTY FOR

DISPOSAL OR RE-USE

15 REMOVE EXISTING SECTIONS OF OVERHEAD SLIDING TRACK; TRACK

AT ADJACENT CELLS TO REMAIN; G.C. RESPONSIBLE TO INVESTIGATE

CURRENT TRACK SYSTEM AND REMOVE AS NECESSARY FOR THE

NEW DOOR INSTALL

16 DEMO EXISTING WINDOW; INFILL WITH 8" CMU TO MATCH EXISTING

WALL - PAINT PER 09 91 00

17 DEMO EXISTING HOLLOW METAL SECURITY EXTERIOR DOOR; REMOVE

SILL, AND PREP JAMBS AND HEAD FOR NEW DOOR INSTALL

18 DEMO EXISTING LOCKING COLUMN TABS; BENT STEEL PLATE AT HEAD

AND JAMBS TO REMAIN

19 EXISTING INTERCOM TO REMAIN; PROVIDE NEW BOX TO FLUSH WITH

NEW PADDED CELL SURFACE

20 DEMO EXISTING FLOORING IN REMAINING AREA OF ROOM UNDER

ALTERNATE #2

1. DEMOLITION NOTES AND PLANS ARE PROVIDED AS A

REFERENCE. CONTRACTOR TO VERIFY EXISTING

CONDITIONS AND EXAMINE DRAWINGS AND DETAILS TO

DETERMINE EXTENT AND LIMITS OF DEMOLITION REQUIRED

TO ACCOMMODATE NEW CONSTRUCTION.

2. REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL

DEMOLITION OF OTHER DISCIPLINES.

3. PROVIDE AND COORDINATE ALL DEMOLITION AND NEW

CONSTRUCTION WITH PROPOSED PLAN DIMENSIONS AND

INSTALLATION OF NEW MATERIALS AND FINISHES.

DEMOLITION TO BE IN ACCORDANCE WITH NEW FINAL

PRODUCT.

4. PROVIDE SMOOTH AND CLEAN SURFACE TO ALL AREAS

RECEIVING NEW FINISHES. COORDINATE WORK WITH PLANS

AND THE ROOM FINISH SCHEDULE TO COMPLY WITH NEW

PROPOSED MATERIAL.

5. ALL RELATED WOOD BLOCKING, HARDWARE CONNECTION

DEVICES, ADHESIVES, AND/OR MASTIC SHALL BE REMOVED

FROM SURFACES AT ITEMS NOTED FOR DEMO. PROVIDE

SURFACES ACCEPTABLE FOR PATCHING AND/OR NEW

CONSTRUCTION.

6. IDENTIFICATION AND/OR ABATEMENT OF HAZARDOUS

MATERIALS IS NOT PART OF THIS SCOPE OF WORK. IF

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE

ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE

OWNER IMMEDIATELY.

7. REMOVE LOOSE PAINT AND MISCELLANEOUS HANGING

OBJECTS FROM WALLS AND CEILINGS AT ALL AREAS TO

RECEIVE NEW FINISHES.

8. OPENING IN THE EXISTING STRUCTURE SMALLER THAN 12"

IN ANY DIRECTION ARE NOT IDENTIFIED ON THESE

DRAWINGS. SUB-CONTRACTORS SHALL BE RESPONSIBLE

FOR PROVIDING OPENINGS SMALLER THAN 12" AS

REQUIRED FOR INSTALLATION OF THEIR WORK.

9. OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE MADE

WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

10. PATCH AND REPAIR ALL EXISTING FLOOR SLABS AND WALL

SURFACES DAMAGED FROM DEMOLITION OR PRIOR USE.

11. PATCH ALL AREAS OF ELECTRICAL AND MECHANICAL

DEMOLITION THAT WILL NOT BE REUSED.

12. DO NOT REMOVE ANY ITEMS WHICH JEOPARDIZE THE

STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDEN

ELEMENTS OR DETERIORATED ELEMENTS ARE

ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.

13. PROTECT ALL ADJACENT AREAS AND ITEMS "TO REMAIN"

DURING DEMOLITION/CONSTRUCTION. REPAIR/REPLACE ALL

ITEMS DAMAGED DURING CONSTRUCTION.

14. EXISTING BUILDING CONDITIONS SHOWN ON THESE

DRAWINGS ARE DERIVED FROM DRAWINGS OF THE ORIGINAL

BUILDING AND FROM LIMITED FIELD OBSERVATION.

15. INDICATED EXISTING BUILDING CONDITIONS ARE ASSUMED TO

BE REPRESENTATIVE OF THE ACTUAL CONSTRUCTION OF

THE BUILDING.

FIELD CONDITIONS MAY VARY.

16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN

ADDITIONAL MEANS OF EGRESS AS NEEDED AS A RESULT OF

CONSTRUCTION SEQUENCING AND/OR REGULATORY

REQUIREMENTS

17. G.C. IS RESPONSIBLE FOR ALL DEMO WORK REQUIRED FOR

THE COMPLETION OF THE PROPOSED SCOPE OF WORK;

REFER TO ALL BASE BID AND ALTERNATE PLANS. ALL

CUTTING AND PARCHING REQUIRED IS THE RESPONSIBILITY

OF THE G.C.

"A11 AREAS SH+W- AS DIAG+-A1 HATCH T+ RE>AI-

EXISTI-G U�-�+�

I-DICATED GE-ERA1 (BUT -+T 1I>ITED T+) AREA OF

WORK

LEVEL 1

0'-0"

(02 41 13) DE>+ EXISTI-G S1IDI-G

CE11 D++RL C+-FIR> WITH C+U-TY

+- DISP+SA1 +R RE0USE

(02 41 13) DE>+ EXISTI-G STEE1 TABS

AT D++R <A>B AS REQUIRED F+R

-EW D++R I-STA11

(02 41 13) DE>+ EXISTI-G S1IDI-G

CE11 D++RL C+-FIR> WITH C+U-TY

+- DISP+SA1 +R RE0USE

(02 41 13) DE>+ EXISTI-G STEE1

D++R TABS AT D++R <A>B

EXISTI-G ACCESS D++R T+ RE>AI-

EXISTI-G >ECHA-ICA1 TRA-S+> T+

RE>AI-

'0

'0

EXISTI-G FIRE PR+TECTI+- T+

RE>AI-

EXISTI-G CE11 E-TRA-CE EXISTI-G CE11 I-TERI+R EXISTI-G CE11 0 SHARED P1U>BI-G CHASE

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

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1 2 3 4

X

B

C

D

X X

X

A

B

C

D

CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

PLAN NORTH

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

KEYNOTE LEGEND

/3

/2

:2

:1

A

M

SCALE: As indicated

A200

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Floor Plan - Existing and Demo - Area H

September 30, 2025

3/16" = 1'-0"1 Level 01 - Existing and Demo - Area H 3/8" = 1'-0"2 Existing and Demo - Area H - Demo Enlarged

DEMO GENERAL NOTES

3/8" = 1'-0"3 Area H - Existing and Demo - Cell Elevation

12" = 1'-0"4 Area H - Existing Photos

'0

'0

23'08"

8"

4'00" 8"

48'00"

'0

11'04"

'0 existing restroom existing restroom

NO WORK IN THIS

AREA

NO WORK IN THIS

AREA

TE>P DESG AREA

17�5

17�5

GG

<�5<�5

G�5G�5

1�51�5

>�4>�4

<�9<�9

11'04" 8" 11'04" 8" 11'06" 11'09 13=16"

'0

'0

'0

'0

6'00"

'0

'0

'0

'0

'0

'0

'0

'0

11'04" 8"

'0

'0 existing waiting existing lockers and waiting existing visiting existing visiting

'0

'0

24'00" 24'00"

48'00" existing visiting existing conference existing visiting

1�31�3

4"

17�8

17�8

2'00" 4'00"

1�81�8

'0

NO WORK IN THIS

AREA

5 5

NO WORK IN THIS

AREA

A400

17�5

17�5

GG

<�5<�5

G�5G�5

1�51�5

<�9<�9

1�31�3

17�8

17�8

1�81�8

48'00"

24'00" 12'06" 11'06"

'0

'0

'0

'0

'0

'0

'0

'0

EXISTING SKYLIGHT

TO REMAIN

VERIFY I- FIE1D

12'010 7=8"

'0

EXISTI-G S+FFIT

T+ RE>AI-

EXISTI-G S+FFIT

T+ RE>AI-

1 DEMO EXISTING FURNITURE SYSTEM; DEMO TO INCLUDE ALL

COUNTER SECTIONS, PARITIONS WALL, AND SUPPORTS AS

REQUIRED. DEMO COMPLETE SYSTEM

2 DEMO EXISTING WALL; DEMO TO CONTAIN COMPLETE WALL

CONSTRUCTION - G.C. TO FIELD VERIFY CONDITION AND COORDINATE

WITH PROPOSED WORK

3 DEMO EXISTING FLOORING; CLEAN LINE OF REMOVAL TO SECTOIN

THAT IS TO REMAIN; FIELD VERIFY BEST LOCATION TO DEMO CLOSEST

TO AREA INDICATED

4 RELOCATE EXISTING METAL DETECTOR AND ASSOCIATED POWER;

G.C. TO CUT FLOOR AND REPLACE SLAB TO RELOCATE POWER TO

NEW LOCATION

5 DEMO EXISTING LIGHT; RE-USE CIRCUIT FOR NEW LIGHTING AS

REQUIRED

6 RELOCATE EXISTING SUPPLY REGISTER; SEE PLAN FOR LOCATION

7 DEMO EXISTING CEILING; DEMO INCLUDES COMPLETE SYSTEM AND

AND ALL COMPONENTS NECESSARY FOR NEW CONSTRUCTION;

PATCH AND FRAME AREAS NECESSARY FOR NEW CEILING AND WALL

CONSTRUCTION

8 DEMO EXISTING WALL MOUNT TOILETS; SEE MEP FOR NEW PLUMBING

SCOPE; PATCH MASONRY WALL AS REQUIRED

9 DEMO EXISTING WALL MOUNT STEEL BED; PATCH AMCHOR HOLES -

CONCRETE PATCHING COMPOUND OR MORTAR MIX PATCH

10 DEMO EXISTING FLOOR MOUNT STEEL BENCH AND TABLE

11 DEMO EXISTING LIGHT FIXTURE; SEE MEP PLANS FOR NEW LIGHT

FIXTURE - RE-USE EXISTING CIRCUITING IF APPLICABLE

12 DEMO EXISTING WALL MOUNT MIRROR

13 DEMO SECTION OF CONCRETE SLAB FOR NEW FLOOR DRAIN INSTALL;

FIELD VERIFY ROUTING NECESSARY AND PROVIDE SAW CUT /

CONCRETE FLOOR POUR INFILL

14 DEMO EXISTING SLIDING CELL DOOR - VERIFY WITH COUNTY FOR

DISPOSAL OR RE-USE

15 REMOVE EXISTING SECTIONS OF OVERHEAD SLIDING TRACK; TRACK

AT ADJACENT CELLS TO REMAIN; G.C. RESPONSIBLE TO INVESTIGATE

CURRENT TRACK SYSTEM AND REMOVE AS NECESSARY FOR THE

NEW DOOR INSTALL

16 DEMO EXISTING WINDOW; INFILL WITH 8" CMU TO MATCH EXISTING

WALL - PAINT PER 09 91 00

17 DEMO EXISTING HOLLOW METAL SECURITY EXTERIOR DOOR; REMOVE

SILL, AND PREP JAMBS AND HEAD FOR NEW DOOR INSTALL

18 DEMO EXISTING LOCKING COLUMN TABS; BENT STEEL PLATE AT HEAD

AND JAMBS TO REMAIN

19 EXISTING INTERCOM TO REMAIN; PROVIDE NEW BOX TO FLUSH WITH

NEW PADDED CELL SURFACE

20 DEMO EXISTING FLOORING IN REMAINING AREA OF ROOM UNDER

ALTERNATE #2

1. DEMOLITION NOTES AND PLANS ARE PROVIDED AS A

REFERENCE. CONTRACTOR TO VERIFY EXISTING

CONDITIONS AND EXAMINE DRAWINGS AND DETAILS TO

DETERMINE EXTENT AND LIMITS OF DEMOLITION REQUIRED

TO ACCOMMODATE NEW CONSTRUCTION.

2. REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL

DEMOLITION OF OTHER DISCIPLINES.

3. PROVIDE AND COORDINATE ALL DEMOLITION AND NEW

CONSTRUCTION WITH PROPOSED PLAN DIMENSIONS AND

INSTALLATION OF NEW MATERIALS AND FINISHES.

DEMOLITION TO BE IN ACCORDANCE WITH NEW FINAL

PRODUCT.

4. PROVIDE SMOOTH AND CLEAN SURFACE TO ALL AREAS

RECEIVING NEW FINISHES. COORDINATE WORK WITH PLANS

AND THE ROOM FINISH SCHEDULE TO COMPLY WITH NEW

PROPOSED MATERIAL.

5. ALL RELATED WOOD BLOCKING, HARDWARE CONNECTION

DEVICES, ADHESIVES, AND/OR MASTIC SHALL BE REMOVED

FROM SURFACES AT ITEMS NOTED FOR DEMO. PROVIDE

SURFACES ACCEPTABLE FOR PATCHING AND/OR NEW

CONSTRUCTION.

6. IDENTIFICATION AND/OR ABATEMENT OF HAZARDOUS

MATERIALS IS NOT PART OF THIS SCOPE OF WORK. IF

ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE

ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE

OWNER IMMEDIATELY.

7. REMOVE LOOSE PAINT AND MISCELLANEOUS HANGING

OBJECTS FROM WALLS AND CEILINGS AT ALL AREAS TO

RECEIVE NEW FINISHES.

8. OPENING IN THE EXISTING STRUCTURE SMALLER THAN 12"

IN ANY DIRECTION ARE NOT IDENTIFIED ON THESE

DRAWINGS. SUB-CONTRACTORS SHALL BE RESPONSIBLE

FOR PROVIDING OPENINGS SMALLER THAN 12" AS

REQUIRED FOR INSTALLATION OF THEIR WORK.

9. OPENINGS IN THE EXISTING STRUCTURE SHALL NOT BE MADE

WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

10. PATCH AND REPAIR ALL EXISTING FLOOR SLABS AND WALL

SURFACES DAMAGED FROM DEMOLITION OR PRIOR USE.

11. PATCH ALL AREAS OF ELECTRICAL AND MECHANICAL

DEMOLITION THAT WILL NOT BE REUSED.

12. DO NOT REMOVE ANY ITEMS WHICH JEOPARDIZE THE

STRUCTURAL INTEGRITY OF THE BUILDING. IF HIDDEN

ELEMENTS OR DETERIORATED ELEMENTS ARE

ENCOUNTERED, NOTIFY THE ARCHITECT IMMEDIATELY.

13. PROTECT ALL ADJACENT AREAS AND ITEMS "TO REMAIN"

DURING DEMOLITION/CONSTRUCTION. REPAIR/REPLACE ALL

ITEMS DAMAGED DURING CONSTRUCTION.

14. EXISTING BUILDING CONDITIONS SHOWN ON THESE

DRAWINGS ARE DERIVED FROM DRAWINGS OF THE ORIGINAL

BUILDING AND FROM LIMITED FIELD OBSERVATION.

15. INDICATED EXISTING BUILDING CONDITIONS ARE ASSUMED TO

BE REPRESENTATIVE OF THE ACTUAL CONSTRUCTION OF

THE BUILDING.

FIELD CONDITIONS MAY VARY.

16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN

ADDITIONAL MEANS OF EGRESS AS NEEDED AS A RESULT OF

CONSTRUCTION SEQUENCING AND/OR REGULATORY

REQUIREMENTS

17. G.C. IS RESPONSIBLE FOR ALL DEMO WORK REQUIRED FOR

THE COMPLETION OF THE PROPOSED SCOPE OF WORK;

REFER TO ALL BASE BID AND ALTERNATE PLANS. ALL

CUTTING AND PARCHING REQUIRED IS THE RESPONSIBILITY

OF THE G.C.

"A11 AREAS SH+W- AS DIAG+-A1 HATCH T+ RE>AI-

EXISTI-G U�-�+�

I-DICATED GE-ERA1 (BUT -+T 1I>ITED T+) AREA OF

WORK

17�5

17�5

E�5E�5

F�5F�5

17�8

17�8 sally port

J009

24'00" 24'00" 12'06" 11'06"

48'00"

8'00"

'0

171'04"

7'08"

17�5

17�5

PP

QQ

RR

17�8

17�8

24'00" 24'00" 12'06" 11'06"

48'00" sallyport

K009

8'00"

'0

1'04" 7'08"

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

A

1 2 3 4

1 2 3 4

X

B

C

D

X X

X

A

B

C

D

CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

PLAN NORTH

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

KEYNOTE LEGEND

/3

/2

:2

:1

A

M

SCALE: As indicated

A201

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Floor Plan - Existing and Demo - Area J

September 30, 2025

3/16" = 1'-0"1 Existing and Demo - Area J 3/16" = 1'-0"2 Existing and Demo - Ceiling Plan - Area J

DEMO GENERAL NOTES

1/16" = 1'-0"3 Area H Sally Port South Door - Demo Plan 1/16" = 1'-0"4 Area H Sally Port North Door - Demo Plan

FD FD

'0

8" 6'010"

8"

6'010" 8"

'0

A500

Si$

A500

Si$

A500

Si$

A500

Si$

A500

Si$

11 19 10.01

11 19 10.01

11 19 10.01

11 19 10.01

11 19 10.01

11 19 10.01

11 19 10.01

11 19 10.02

11 19 10.02 padded cell

H039 padded cell

H040 dayroom

H038

A202

4'04" 4'04"

A600

A600

H

H

17�5

17�5

GG

E�5E�5

F�5F�5

G�5G�5

H�5H�5

<�5<�5

G�5G�5

1�51�5

>�4>�4

PP

QQ

RR

<�9<�9

1�31�3

17�8

17�8

1�81�8 sally port

J009

24'00" 24'00" 12'06" 11'06"

48'00"

8'00"2 '0

A202

1'04" 7'08"

<9 e x

A202

Si$ padded cell

H039 padded cell

H040 dayroom

H038 lobby

J002 reception

J003 vestibule

J001

A203

Si$

1'04" 7'08"

G sallyport

K009

A202

<3<3a

'0

8'00"

LEVEL 1

0'-0"

A6009

A600

'0

8" 10'00" 4'02" 10"

15'00"

H40 H39

A600

1'04"3'06"1'00"3'02"

'0

7'08"

A600

Si$

A600

Si$

A600

Si$

A600

Si$

A600

Si$

A600

Si$

<9

-+TE� DETAI1 SI>I1AR AT D++R

REP1ACE>E-T SA11YP+RT

G009L SEE P1A- F+R

REP1ACE>E-T 1+CATI+-

08 11 00.A3

08 11 00.A1

'0

'0

A600

Si$

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

A

1 2 3 4

1 2 3 4

X

B

C

D

X X

X

A

B

C

D

CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

PLAN NORTH

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

KEYNOTE LEGEND

/3

/2

:2

:1

A

M

SCALE: As indicated

A202

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Floor Plan Overall / Sally Port Door Replacement

September 30, 2025

3/8" = 1'-0"1 Area H - Proposed Plan

08 11 00.A1 HOLLOW METAL DOOR FRAME; SEE SCHEDULES

08 11 00.A3 HOLLOW METAL WINDOW FRAME

11 19 10.01 DETENTION SURFACE WALL PADDING; 1/2" FOAM PADDING

WITH KEVLAR AND PROTECTIVE SURFACE LAYER; SEE

SPECIFICATIONS

11 19 10.02 DETENTION SURFACE FLOOR PADDING; 1/2" FOAM PADDING

WITH KEVLAR AND PROTECTIVE SURFACE LAYER; SEE

SPECIFICATIONS

3/32" = 1'-0"3 Floor Plan - Overall Work Areas

1/4" = 1'-0"4 Sally Port Door - Typ. Elevation

PAINT SCHEDULE

ROOM

FLOOR

WALLS

CEILING METAL WOOD REMARKSNUM NAME NORTH SOUTH EAST WEST

H038 dayr��$ �=a PT01 �=a �=a �=a �=a E-A>E1 �=a

H039 padded ce�� PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PT01 E-A>E1 �=a RE0PAI-T A11 AFFECTED A-D -EW STEE1 FRA>E >E>BERS

H040 padded ce�� PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PR+TECTIVE C+ATI-G PT01 E-A>E1 �=a RE0PAI-T A11 AFFECTED A-D -EW STEE1 FRA>E >E>BERS

<001 vestibu�e �=a PT01 PT01 PT01 PT01 PT01 �=a VAR-ISH RE0PAI-T R++> U-DER A1TER-ATE #1� I-C1UDES A11 WA11S� CEI1I-G� A-D H> FRA>ES

<002 ��bby �=a PT01 PT01 PT01 PT01 PT01 �=a VAR-ISH RE0PAI-T R++> U-DER A1TER-ATE #1� I-C1UDES A11 WA11S� CEI1I-G� A-D H> FRA>ES

<003 recepti�� �=a PT01 PT01 PT01 PT01 PT01 �=a VAR-ISH

<009 sa��y p�rt �=a �=a PT01 �=a �=a �=a E-A>E1 �=a RE0PAI-T A11 AREA AFFECTED BY -EW D++R REP1ACE>E-T

G009 sa��yp�rt �=a PT01 �=a �=a �=a �=a E-A>E1 �=a RE0PAI-T A11 AREA AFFECTED BY -EW D++R REP1ACE>E-T

1/4" = 1'-0"2 Area H - Cell Door - Elevation

ROOM SCHEDULE

NUMBER NAME FLOOR TYPE BASE

WALL FINISH CEILING

REMARKSNORTH SOUTH EAST WEST TYPE

H038 dayr��$ EXISTI-G EXISTI-G EXISTI-G EXISTI-G EXISTI-G EXISTI-G EXISTI-G

H039 padded ce�� PADDED SURFACE PADDED C+VE PADDED SURFACE PADDED SURFACE PADDED SURFACE PADDED SURFACE EXISTI-G FIE1D VERIFY CEI1I-G HEIGHT 0 PADDI-G T+ EXTE-D FU11 HEIGHT

H040 padded ce�� PADDED SURFACE PADDED C+VE PADDED SURFACE PADDED SURFACE PADDED SURFACE PADDED SURFACE EXISTI-G FIE1D VERIFY CEI1I-G HEIGHT 0 PADDI-G T+ EXTE-D FU11 HEIGHT

<001 vestibu�e W>01 VB01 EXISTI-G C>U EXISTI-G C>U EXISTI-G C>U EXISTI-G C>U EXISTI-G GYP01

<002 ��bby 1VT01 VB01 EXISTI-G C>U = GYP01 EXISTI-G GYP01 EXISTI-G GYP01 EXISTI-G C>U = GYP01 EXISTI-G GYP01 = ACT01 = SGY1IGHT

<003 recepti�� 1VT01 VB01 = VB02 GYP01 = G103 GYP01 = G103 GYP01 = G103 GYP01 = G103 GYP01 = ACT01

<009 sa��y p�rt EXISTI-G VB01 EXISTI-G EXISTI-G EXISTI-G EXISTI-G EXISTI-G

G009 sa��yp�rt EXISTI-G VB01 EXISTI-G EXISTI-G EXISTI-G EXISTI-G EXISTI-G

'0

'0

23'08"

8"

4'00"

8"

48'00"

'0

'0

'0

=4

'0

'0

=1

4'06 1=2"

1'00"

'0

'0

'0

=4 reception

J003 lobby

J002

A700

A700

A400

17�5

17�5

GG

<�5<�5

G�5G�5

1�51�5

<�9

<�9

1�31�3

17�8

17�8

1�81�8

'0

'0

'0

'0

'0

'0

'0

'0

<3<3a vestibule

J001

48'00"

24'00" 12'06" 11'06"

8" 4'00" 8"

'0

'0

'0

1'06"

1'00" A2 5'

'0

'0

'0

=2 reception

J003

'0

A400

A400

A401

A401

A401

A402

A402

A402

A402

A700

5'05"

A400

17�5

17�5

1�51�5

B1 c

EQ EQ

1�31�3

'0

'0

BR

s

BR

s

B3 s

B3 s

BR

s

BR

s

17�8

17�8

12'06"

2'00"

'0

9'02 7=16"

<3

2'00" 2'010" 1'07 1=8" 2'010"

6"

1�81�8

'0

'0

6" 2'00"

2'00"

'0

'0

5'02 1=8"

B3 c

B2 c

BR

s

B1 c

B1 c

BR

s

BR

s

BR

s

'0

'0

'0

=8

3'06" 6'00" 2'08"

12'06"

'0

C E

T

E R

I-

E

F

E T

A D

E T

E C

T

R

'0

'0

'0

=8

4"

17�5

17�5

24'00"

24'00"

48'00"

GG

<�5<�5

'0

G�5G�5

1�51�5

>�4>�4

'0

'0

'0

'0

'0

<�9<�9

'0

'0

W21X44 W21X44

26G10

26G10

26G10

26G10

26G10

26G10

G

G

13' 0 4"

W

X

W18X35

'0

'0

18G4

W18X35

18G4

18G4

26G10

W12X16

'0

16G7

16G7

16G7

16G7

16G7

16G7

16G7

16G7

W12X16

16G7

16G7

16G7

W12X16

16G7

16G7

16G7

16G7

16G7

16G7

16G7

26G10

26G10

26G10

26G10

26G10

26G10

1'04"

1�31�3

17�8

17�8

1�81�8

-EW SECURE

RECEPTI+- AREA

(SEE A203)

PAINT SCHEDULE

ROOM

FLOOR

WALLS

CEILING METAL WOOD REMARKSNUM NAME NORTH SOUTH EAST WEST

<001 vestibu�e �=a PT01 PT01 PT01 PT01 PT01 �=a VAR-ISH RE0PAI-T R++> U-DER A1TER-ATE #1� I-C1UDES A11 WA11S� CEI1I-G� A-D H> FRA>ES

<002 ��bby �=a PT01 PT01 PT01 PT01 PT01 �=a VAR-ISH RE0PAI-T R++> U-DER A1TER-ATE #1� I-C1UDES A11 WA11S� CEI1I-G� A-D H> FRA>ES

<003 recepti�� �=a PT01 PT01 PT01 PT01 PT01 �=a VAR-ISH

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

A

1 2 3 4

1 2 3 4

X

B

C

D

X X

X

A

B

C

D

CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

PLAN NORTH

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

/3

/2

:2

:1

A

M

SCALE: As indicated

A203

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Floor Plan - Proposed - Area J

September 30, 2025

ROOM SCHEDULE

NUMBER NAME FLOOR TYPE BASE

WALL FINISH CEILING

REMARKSNORTH SOUTH EAST WEST TYPE

<001 vestibu�e W>01 VB01 EXISTI-G C>U EXISTI-G C>U EXISTI-G C>U EXISTI-G C>U EXISTI-G GYP01

<002 ��bby 1VT01 VB01 EXISTI-G C>U = GYP01 EXISTI-G GYP01 EXISTI-G GYP01 EXISTI-G C>U = GYP01 EXISTI-G GYP01 = ACT01 = SGY1IGHT

<003 recepti�� 1VT01 VB01 = VB02 GYP01 = G103 GYP01 = G103 GYP01 = G103 GYP01 = G103 GYP01 = ACT01

3/16" = 1'-0"1 Level 01 - Proposed - Area J

1/2" = 1'-0"2 Area J - Enlarged Reception Plan

1/8" = 1'-0"3 Framing Plan - Area "J" - Reference Plan

LEVEL 1

0'-0"

A401

EXISTI-G >ETA1 DETECT+R T+

BE RE1+CATED

(09 68 00�A1) WA11 BASE PER R++> FI-ISH

SCHEDU1ES

(08 14 29�A1) S+1ID C+RE W++D D++RL

PRE0FI-ISHED

(09 29 00�B6) 305=8" 20 GAUGE STRUCTURA1

>ETA1 STUD FRA>I-G AT 16" +�C�L FI-A1

FRA>I-G 1AY+UT BY >ETA1 STUD C+-T�

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

(08 34 14�A1) BU11ET RESISTA-T VERTICA1

BAFF1E SYSTE>L 1EVE1 III PR+TECTI+-

(08 34 14�A2) EXTRUDED A1U>I-U>

CHA--E1� SIIE T+ >ATCH 1EVE1 +F

1A>I-ATED P+1YCARB+-ATE

PR+TECTI+-L ARCHITECTURA1 BRUSHED

A1U>I-U> FI-ISH

(09 91 00�01) PAI-T PER SPECIFICATI+-S

(06 40 00�08) P1ASTIC 1A>I-ATE

PR+TECTIVE PA-E1I-G

EXISTI-G CEI1I-G T+ RE>AI-L PATCH

A-D PAI-T AT C+-STRUCTI+- AREA

17�5

'0

'0

'0

'0

'0

'0

EXISTI-G S1AB T+ RE>AI-

(09 29 00�B8) FIBERG1ASS BU11ET

RESISTA-T +PAQUE AR>+R PA-E1L U�1�

752 (1EVE1 III) 1=2" THICG-ESS

(07 21 00) S+U-D BATT I-SU1ATI+-

EXISTI-G STUD FRA>I-G @ 16" +�C� 0 FIE1D

VERIFY A-D PR+VIDE -EW STUD WA11

ATTACH>E-T 0 PR+VIDE STUD ATTACH>E-T

T+ EXISTI-G <+IST IF REQUIRED

EXISTI-G STEE1 <+IST T+ RE>AI-

EXISTI-G R++FI-G A-D >ETA1

R++F DECG T+ RE>AI-

12' 0 10"

B.O. DECK LOBBY

16'-3"

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

BR

s

<3

LEVEL 1

0'-0"

B.O. DECK - ROOF LOW

13'-4"

(09 68 00�A1) WA11 BASE PER R++> FI-ISH

SCHEDU1ES

(09 29 00�B6) 305=8" 20 GAUGE STRUCTURA1

>ETA1 STUD FRA>I-G AT 16" +�C�L FI-A1

FRA>I-G 1AY+UT BY >ETA1 STUD C+-T�

(06 40 00�08) P1ASTIC 1A>I-ATE

PR+TECTIVE PA-E1I-G

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

(08 34 14�A1) BU11ET RESISTA-T VERTICA1

BAFF1E SYSTE>L 1EVE1 III PR+TECTI+-

(08 34 14�A2) EXTRUDED A1U>I-U>

CHA--E1� SIIE T+ >ATCH 1EVE1 +F

1A>I-ATED P+1YCARB+-ATE

PR+TECTI+-L ARCHITECTURA1 BRUSHED

A1U>I-U> FI-ISH

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

(09 29 00�A1) 5=8" TYPE "X" GYPSU>

WA11B+ARDL PAI-T PER SPECS

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

EXISTI-G CEI1I-G T+ RE>AI-L PATCH A-D

PAI-T AT C+-STRUCTI+- AREA

(09 91 00�01) PAI-T PER SPECIFICATI+-S

17�5

'0

'0

'0

'0

B.O. DECK LOBBY

16'-3"

'0

'0

'0

A400

EXISTI-G STUD FRA>I-G @ 16" +�C� 0 FIE1D

VERIFY A-D PR+VIDE -EW STUD WA11

ATTACH>E-T 0 PR+VIDE STUD ATTACH>E-T

T+ EXISTI-G <+IST IF REQUIRED

EXISTI-G STEE1 BEA> T+ RE>AI-

EXISTI-G R++FI-G A-D >ETA1

R++F DECG T+ RE>AI-

16' 0 3"

13' 0 4"

BR

s

LEVEL 1

0'-0"

B.O. DECK - ROOF LOW

13'-4"

'0

1�5 1

16' 0 3"

6" EQ EQ

7'06"

8'00"

9'00"

'0

'0

7'06"

6"

1�3

EXISTI-G 201=2" >ETA1 STUD WA11

PIPE SPACE T+ RE>AI-

EXISTI-G SGY1IGHT T+ RE>AI-

11"

'0

'0

EXISTI-G >ETA1 STUD A-D

DRYWA11 C+VE 1IGHTI-G T+

RE>AI-

EXISTI-G 5=8" GYPSU> B+ARD

FI-ISH T+ RE>AI-L RE0PAI-T AS

PART +F A1TER-ATE #1

EXISTI-G I-SU1AT+- BATT T+

RE>AI-

EXISTI-G STUD FRA>I-G F+R 5=8"

GYPSU> S+FFIT T+ RE>AI-L DE>+

AT AREAS F+R -EW FRA>I-G

EXISTI-G 8" C>U WA11 A-D

FURRI-G T+ RE>AI-

EXISTI-G C+-CRETE S1AB T+

RE>AI-

EXISTI-G WAITI-G HA1F WA11 T+

RE>AI-L PATCH A-D PAI-T AT -EW

WA11 SECTI+-

B.O. DECK LOBBY

16'-3"

LEVEL 1

0'-0"

17�5

7 3=8"

(09 68 00) WA11 BASE PER SCHEDU1ES

EXISTI-G C+-CRETE S1AB

(05 41 00) 305=8" >ETA1 STUD WA11

FRA>I-G @ 16" +�C� >I-�

(09 29 00) 105=8" STUD WA11 FURRI-G

F+R P01A> PA-E1S @16" +�C� >I-�

(06 10 00) 3=4" P1YW++D SHEATHI-G

(06 40 00) DEC+RATIVE P01A>

PR+TECTIVE WA11 PA-E1

(07 21 00) I-SU1ATI+- BATT

(06 10 00) W++D B1+CGI-G AS

REQUIRED

(06 61 00) S+1ID SURFACE C+U-TER

T+P

(09 29 00) 5=8" GYPSU> B+ARD WA11

FI-ISH

(09 68 00) WA11 BASE PER SCHEDU1ES

(09 29 00) FIBERG1ASS BU11ET RESISTA-T

+PAQUE AR>+R PA-E1L U�1� 752 (1EVE1 III)

1=2" THICG-ESS

(09 91 00) PAI-T PER SPECIFICATI+-S

(08 34 14) EXTRUDED A1U>I-U> CHA--E1� SIIE

T+ >ATCH 1EVE1 +F 1A>I-ATED

P+1YCARB+-ATE PR+TECTI+-L

ARCHITECTURA1 BRUSHED A1U>I-U> FI-ISH

A500

Si$(08 34 14) BU11ET RESISTA-T VERTICA1

BAFF1E SYSTE>L 1EVE1 III PR+TECTI+-

1" 1"

OWNER:

PROJECT:

PROJECT

PROJECT ISSUE DATE:

©2025 Kueny Architects L.L.C. - All Rights Reserved

10505 Corporate Drive, Pleasant Prairie, WI 53158 phone: 262.857.8101 web: www.kuenyarch.com

A

1 2 3 4

1 2 3 4

X

B

C

D

X X

X

A

B

C

D

CONSULTANTS

REV # DESCRIPTION DATE

REVISIONS

KEY PLAN

SHEET

SHEET TITLE:

ARCHITECT

Kueny Architects Phone: 262.857.8101 Address: 10505 Corporate Drive, Suite 100 Pleasant Prairie, Wisconsin 53158

Architect of Record - Jon P. Wallenkamp P:414.690.3197

Project Manager - Lee Anderson P:262.945.7709

MEP

Root Engineering Services, P.C.

Phone: 847.249.8398 Address: 10411 Corporate Drive, Suite 108 Pleasant Prairie, Wisconsin 53158

Engineer of Record - Eric Tien

/3

/2

:2

:1

A

M

SCALE: As indicated

A400

Kenosha County

4777 88th Ave, Kenosha, WI 53144

Detention Center - Misc.

Security Upgrades

Wall Sections and Details

September 30, 2025

3/4" = 1'-0"2 Section - J003a West 01 3/4" = 1'-0"3 Section - J003a West 02

3/4" = 1'-0"1 Wall Section - Existing Soffit

1 1/2" = 1'-0"4 Casework Panel - West 01

LEVEL 3

20'-0"

9 3=4"

(09 68 00�A1) WA11 BASE PER R++> FI-ISH

SCHEDU1ES

(09 29 00�B6) 305=8" 20 GAUGE STRUCTURA1

>ETA1 STUD FRA>I-G AT 16" +�C�L FI-A1

FRA>I-G 1AY+UT BY >ETA1 STUD C+-T�

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

(06 40 00�08) P1ASTIC 1A>I-ATE

PR+TECTIVE PA-E1I-G

(08 34 14�A1) BU11ET RESISTA-T VERTICA1

BAFF1E SYSTE>L 1EVE1 III PR+TECTI+-

(08 34 14�A2) EXTRUDED A1U>I-U>

CHA--E1� SIIE T+ >ATCH 1EVE1 +F

1A>I-ATED P+1YCARB+-ATE

PR+TECTI+-L ARCHITECTURA1 BRUSHED

A1U>I-U> FI-ISH

'0

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

1�5

'0

1�3

8'00"

9'00"

1'04" 1'04" 1'04" 1'04" 1'04" 1'04" 10 1=2"

'0

1'00"

8'04"

B.O. DECK LOBBY

16'-3"

'0

'0

'0

(26 51 00�01) 1IGHT FIXTURES BY E1ECTRIC

C+-TRACT+R PER E1ECTRICA1 1IGHTI-G

P1A-S

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

A401

(06 61 00�01) S+1ID SURFACE C+U-TER

T+P

EXISTI-G 201=2" >ETA1 STUD WA11

PIPE SPACE T+ RE>AI-

EXISTI-G SGY1IGHT T+ RE>AI-

EXISTI-G >ETA1 STUD A-D

DRYWA11 C+VE 1IGHTI-G T+

RE>AI-

EXISTI-G 5=8" GYPSU> B+ARD

FI-ISH T+ RE>AI-L RE0PAI-T AS

PART +F A1TER-ATE #1

EXISTI-G I-SU1AT+- BATT T+

RE>AI-

EXISTI-G 8" C>U WA11 A-D

FURRI-G T+ RE>AI-

'0

'0

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU>

B+ARD +VER 305=8" >T1� STUDS @ 16"

+�C� 0 PAI-TED FI-ISH

(09 51 00�A1) AC+USTICA1 CEI1I-G TI1E

SYSTE>L 24" X 24" (ACT01)

EXISTI-G C+-CRETE S1AB T+ RE>AI-

(09 29 00�A1) 5=8" TYPE "X" GYPSU>

WA11B+ARDL PAI-T PER SPECS

16' 0 3"

12' 0 10"

11' 0 4"

1'00"

2'00"

20 ga. structural studs

2'00"

LEVEL 1

0'-0"

B.O. DECK - ROOF LOW

13'-4"

'0

'0

(09 68 00�A1) WA11 BASE PER R++> FI-ISH

SCHEDU1ES

(09 29 00�B6) 305=8" 20 GAUGE STRUCTURA1

>ETA1 STUD FRA>I-G AT 16" +�C�L FI-A1

FRA>I-G 1AY+UT BY >ETA1 STUD C+-T�

(06 40 00�08) P1ASTIC 1A>I-ATE

PR+TECTIVE PA-E1I-G

(06 61 00�01) S+1ID SURFACE C+U-TER

T+P

(08 34 14�A1) BU11ET RESISTA-T VERTICA1

BAFF1E SYSTE>L 1EVE1 III PR+TECTI+-

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

(26 51 00�01) 1IGHT FIXTURES BY E1ECTRIC

C+-TRACT+R PER E1ECTRICA1 1IGHTI-G

P1A-S

(10 14 00�A1) A1U>I-U> F1AT CUT

1ETTERI-GL 1ETTERI-G HEIGHT PER

E1EVATI+-S

(09 29 00�B6) 305=8" 20 GAUGE STRUCTURA1

>ETA1 STUD FRA>I-G AT 16" +�C�L FI-A1

FRA>I-G 1AY+UT BY >ETA1 STUD C+-T�

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

1�3

B.O. DECK LOBBY

16'-3"

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

EXISTI-G 201=2" >ETA1 STUD WA11

PIPE SPACE T+ RE>AI-

EXISTI-G SGY1IGHT T+ RE>AI-

EXISTI-G >ETA1 STUD A-D

DRYWA11 C+VE 1IGHTI-G T+

RE>AI-

EXISTI-G 5=8" GYPSU> B+ARD

FI-ISH T+ RE>AI-L RE0PAI-T AS

PART +F A1TER-ATE #1

EXISTI-G I-SU1AT+- BATT T+

RE>AI-

2'00"

'0

'0

'0

'0

'0

(06 40 00�17) P1ASTIC 1A>I-ATE SURFACE

(09 29 00�B7) 105=8" >ETA1 STUD FURRI-GL

FI-A1 ATTACH>E-T BY 09 29 00

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

(08 34 14�A2) EXTRUDED A1U>I-U>

CHA--E1� SIIE T+ >ATCH 1EVE1 +F

1A>I-ATED P+1YCARB+-ATE

PR+TECTI+-L ARCHITECTURA1 BRUSHED

A1U>I-U> FI-ISH A401

LEVEL 1

0'-0"

B.O. DECK - ROOF LOW

13'-4"

(09 68 00�A1) WA11 BASE PER R++> FI-ISH

SCHEDU1ES

(09 29 00�B6) 305=8" 20 GAUGE STRUCTURA1

>ETA1 STUD FRA>I-G AT 16" +�C�L FI-A1

FRA>I-G 1AY+UT BY >ETA1 STUD C+-T�

(06 61 00�01) S+1ID SURFACE C+U-TER

T+P

(08 34 14�A1) BU11ET RESISTA-T VERTICA1

BAFF1E SYSTE>L 1EVE1 III PR+TECTI+-

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

(09 29 00�B6) 305=8" 20 GAUGE STRUCTURA1

>ETA1 STUD FRA>I-G AT 16" +�C�L FI-A1

FRA>I-G 1AY+UT BY >ETA1 STUD C+-T�

(06 40 00�08) P1ASTIC 1A>I-ATE

PR+TECTIVE PA-E1I-G

(09 29 00�A1) 5=8" TYPE "X" GYPSU>

WA11B+ARDL PAI-T PER SPECS

(09 29 00�B7) 105=8" >ETA1 STUD FURRI-GL

FI-A1 ATTACH>E-T BY 09 29 00

(06 10 00�01) W++D B1+CGI-G AS

REQUIRED

17�8

2'00"

B.O. DECK LOBBY

16'-3"

'0

'0

'0

'0

'0

'0

(09 29 00�A7) CEI1I-G 0 5=8" GYPSU> B+ARD

+VER 305=8" >T1� STUDS @ 16" +�C� 0

PAI-TED FI-ISH

(08 34 14�A2) EXTRUDED A1U>I-U>

CHA--E1� SIIE T+ >ATCH 1EVE1 +F

1A>I-ATED P+1YCARB+-ATE

PR+TECTI+-L ARCHITECTURA1 BRUSHED

A1U>I-U> FI-ISH

EXISTI-G CEI1I-G T+ RE>AI-L PATCH A-D

PAI-T AT C+-STRUCTI+- AREA

EXISTI-G STUD FRA>I-G @ 16" +�C� 0 FIE1D

VERIFY A-D PR+VIDE -EW STUD WA11

ATTACH>E-T 0 PR+VIDE STUD ATTACH>E-T

T+ EXISTI-G <+IST IF REQUIRED

EXISTI-G STEE1 BEA> T+ RE>AI-

EXISTI-G R++FI-G A-D >ETA1

R++F DECG T+ RE>AI-

A401

12' 0 10"

LEVEL 1

0'-0"

1�3

'0

'0

1'00" 1'00"

2'00"

(09 68 00) WA11 BASE PER SCHEDU1ES

EXISTI-G C+-CRETE S1AB

(05 41 00) 305=8" >ETA1 STUD WA11

FRA>I-G @ 16" +�C� >I-�

(09 29 00) 105=8" STUD WA11 FURRI-G

F+R P01A> PA-E1S @16" +�C� >I-�

(06 10 00) 3=4" P1YW++D SHEATHI-G

(06 40 00) DEC+RATIVE P01A>

PR+TECTIVE WA11 PA-E1

(07 21 00) I-SU1ATI+- BATT

(06 10 00) W++D B1+CGI-G AS

REQUIRED

(06 61 00) S+1ID SURFACE C+U-TER

T+P

(09 29 00) 5=8" GYPSU> B+ARD WA11

FI-ISH

(09 68 00) WA11 BASE PER SCHEDU1ES

(09 29 00) FIBERG1ASS BU11ET RESISTA-T

+PAQUE AR>+R PA-E1L…