KC PSB Joint Services Washroom_Bid Drawings - 2024.01.04.pdf

1.0KUENY ARCHITECTS, LLC

10505 CORPORATE DRIVE - SUITE 100 PLEASANT PRAIRIE, WI 53158 PHONE (262) 857-8101 FAX (262) 857 8103

SITE MAP GENERAL NOTES

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�,�perate with a�� trades� "w�er's a�d Architect's represe�tatives� 8� -eave site c�ea�� �eat a�d free �f debris at a�� ti�es� 9� Each Pri�e a�d Sub,c��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 ��,site 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�4ect 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�

SHEET INDEX

CONSULTANTS

Kenosha County Kenosha County - PSB Joint Service Restroom

1000 55th St, Kenosha, WI 53140

January 04, 2024

Kenosha County Kenosha County - PSB Joint Service Restroom

TIT-E

01 Tit�e Sheet

ARCHITECTURA-

A200 Existi�g a�d De�� F���r P�a�s

A201 F���r P�a�s , Pr�p�sed

A202 F���r P�a� , A�ter�ates #1� #2� a�d #3

A203 I�teri�r E�evati��s

A500 Secti��s a�d Detai�s

P-U;BI%G

P100 P�u�bi�g P�a�s , RR 700 P200 P�u�bi�g Schedu�es� Detai�s� a�d Gr���i�g Stati�� P�a�s

;ECHA%ICA-

;E100 ;echa�ica� a�d E�ectrica� P�a� ;E200 ;echa�ica�=E�ectrica� %�tes a�d Schedu�es

PROJECT LOCATION ARCHITECT

Kueny Architects 10505 C�rp�rate Drive� Suite 100

(262) 857,8101 P�easa�t Prairie� Wisc��si� 53158

Architect �f Rec�rd , A�� P� Wa��e��a�p

;EP

Root Engineering Services, P.C. 10411 C�rp�rate Drive # 108� "fficeB 847�249�8398 P�easa�t Prairie� WI 53158

E�gi�eer �f Rec�rd , Ada� Harris

BID SET DRAWINGS - JANUARY 04, 2024

A101

SI;

DRAWI%G SHEET %U;BER

DETAI- %U;BER "% SHEET

DETAI- SI;I-AR T" REFERE%CED

A101

SI;

WA-- SECTI"%

A101

SI;

BUI-DI%G SECTI"%

EXTERI"R E-EVATI"%

I%TERI"R E-EVATI"%

A101

1 Ref

A101

1i a

SECTI"% HEADS

WA-- TYPE TAG WA-- TYPE

WA-- EXTE%SI"%

EEY%"TE TAG

SPECIFICATI"% SECTI"%

F DECI;A- D"ES %"T REFERE%CE SPEC

DRAWI%G SHEET %U;BER

DETAI- %U;BER "% SHEET

E-EVATI"% CHA%GE

9'-0"

STRUCTURA- GRID -I%E

Room name

R""; TAG

R""; %A;E SCHEDU-ED

R""; %U;BER SCHEDU-ED

REVISI"% TAG

S902

SIM

CA--"UT TAG

104X

104X

D""R TAG

SPECIA- D""R TAG

A.F.F.

1i

1'-0"CEI-I%G TAG W= HEIGHT

CEI-I%G TYPE

CEI-I%G HEIGHT AB"VE F�F�

DE;"-ITI"% %"TE %U;BER

DE;" EEY%"TE TAG

T"I-ET TISSUE

DISPE%SER

SOAP

DISPENSER

HAND

SANITIZER

FIRE EXTI%GUISHER

CABI%ET

ADA PUSH BUTT"%

"PERAT"R

WATER F"U%TAI%

URI%A- WA--

HU%G URI%A-

SCREE%

URI%A-

ADA STA%DARD

-AVAT"RY

TRASH

RECEPTICA-

T"WE- = TRASH

C";B"

;IRR"R

C""RDI%ATE WITH

C"U%TER =

BACESP-ASH

T"WE-

DISPE%SER

BABY CHA%GI%G

STATI"% (WHE%

"PE%)

" 4

HA%D DRYER

TACTI-E CHARACTERS AB"VE

FI%ISH F-""R

18 min

18 min

45° centered on tactile characters

TACTI-E SIG%AGE

-"CATI"%

REFUGE

AREA OF

m in m a x

-3

-9

(a) stairs

(b) ramps

-9

-3

(c) walking surfaces

-3

-9

HA%DRAI- ;"U%TI%G

60 min m in

16-18 405-455 430-485

17-19

WHEE-CHAIR

ACCESSIB-E WATER

C-"SET

A;BU-AT"RY

ACCESSIB-E

WATER C-"SET

ADA STA--

C-EARA%CE

12 max

42 min

54 min

SIDE WA-- GRAB

BAR

transfer side

12 min

24 min

36 min

REAR WA--

GRAB BAR

m in

7-9 180-230 m a x

DISPE%SER

-"CATI"% H"%E

m in

1½ min

(a) projecting objects

(b) recessed objects

GRAB BAR

SPACI%G

17 max

13½ min

WA-- HU%G

URI%A-

m a x 1 m in

(a) (b)

2½ max

ADA BE%CH

BACEREST

EXISTI%G WA--S T" BE RE;"VED

EXISTI%G WA--S T" RE;AI%

%EW WA--S

SE;I,RECESSED 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

T"I-ET , F-""R ;"U%T WITH TA%E

T"I-ET , WA-- ;"U%T WITH

CARRIER

URI%A- , WA-- HU%G

DRI%EI%G F"U%TAI% , HIGH = -"W

;"P SI%E W= STAI%-ESS STEE-

BACESP-ASH

R"U%D = (SQUARE) SI%E W=

VA%ITY , U%DER;"U%T

EITCHE% SYT-E D"UB-E SI%E

WA-- ;"U%T SI%E VA%ITY

EXISTI%G WI%D"W T" BE RE;"VED

EXISTI%G WI%D"W T" RE;AI%

%EW WI%D"WS

FE

1� D" %"T SCA-E REP-ICATED PRI%TS "R REPR"DUCTI"%S�

2� THIS DRAWI%G SHEET D"ES %"T REPRESE%T A-- SY;B"-S A%D DIAGRA;S I%

THE PR"AECT� THIS SHEET REPRESE%TS TYPICA--Y E%C"U%TERED ITE;S�

%"T A-- ITE;S SH"W% ;AY "CCUR WITHI% THE SC"PE "F THIS PR"AECT A%D

"THER ITE;S ;AY EXIST I% THE PR"AECT %"T "% THIS SHEET� REFER T"

C";P-ETE SPECIFICATI"%S A%D DRAWI%G D"CU;E%TATI"% SET F"R

C";P-ETE SC"PE "F W"RE�

3'-0"

3'-0" DOOR WIDTH

D O

O R

H E

IG

H

T F

-EVER ST"RER""; -"CE

"utside �ever fixed� u���c�ed by �ey� I�side �ever a�ways u���c�ed�

-EVER C-ASSR""; -"CE

"utside �ever ��c�ed a�d u���c�ed by �ey� I�side �ever a�ways u���c�ed�

SI%G-E CY-I%DER C-ASSR""; -"CE

Deadb��t ��c�ed �r u���c�ed by �ey fr�� �utside� Deadb��t u���c�ed by thu�btur� ���y fr�� i�side�

-EVER "FFICE -"CE

Push,butt�� ��c�i�g� Pushi�g butt�� ��c�s �utside �ever u�ti� u���c�ed by �ey �utside �r by tur�i�g i�side �ever�

-EVER E%TRA%CE -"CE

Tur�=Push,butt�� ��c�i�g� Pushi�g a�d tur�i�g butt�� ��c�s �utside �ever requiri�g use �f �ey u�ti� butt�� i� �a�ua��y u���c�ed� Push,butt�� ��c�i�g� Push butt�� ��c�s �utside �ever u�ti� ��c�ed by �utside �ey �r by tur�i�g i�side �ever�

-EVER PRIVACY -"CE

Push,b�tt�� ��c�i�g� Ca� be �pe�ed fr�� �utside by e�erge�cy �ey� scredriver� �r si�i�ar t����

C";BI%ATI"% -"CE

"utside �ever fixed� E�tra�ce by use �f �u�ti,digit c��bi�ati��� I�side �ever a�ways u���c�ed� kuenyarch.com ©2021 Kueny Architects L.L.C. - All Rights

SCALE: As indicated

A001Kenosha County - Kenosha County - PSB Joint Service Restroom

January 04, 2024

Architectural Legends and Standards

1000 55th St, Kenosha, WI 53140

DRAWING SYMBOL LEGENDADA MOUNTING STANDARDS

ADA CLEARANCE STANDARDS

FLOOR PLAN LEGEND GENERAL PROJECT NOTES

DOOR FRAME DOOR PANEL TYPES LOCKSET TYPES

MENS RR &

SHOWER

MENS LOCKER

EX 103B

MENS RR

EX 104B

MENS

LOCKER

EX 105B

902903

STAIR

A

WORK AREA

MENS RR &

SHOWER

7',6"

=2

1',4 3=4" 13',1 3=4" 9 3=4" 7',6" 7 3=4"

21',5 1=2"

8',6 1=4" 7 3=4" 4',0" 9 3=4" 7',6"

6 7

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 ACCORANCE 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 COMPLETTION 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.

DASH I%DIACTED AS W"RE T" BE DE;"-ISHED

1 DEMO EXISTING PLUMBING FIXTURE; DEMO TO INCLUDE ALL

PLUMBING AND ASSOCIATED PIPING

2 DEMO EXISTING DOOR; DEMO TO INCLUDE DOOR, FRAME, AND ALL

HARDWARE

3 DEMO EXISTING TOILET PARTITIONS; DEMO TO INCLUDE COMPLETE

SYSTEM - G.C. TO FILED VERIFY PARTITION STEEL FOR OVERHEAD

MOUNTING

4 DEMO EXISTING MIRRORS; PATCH WALL AS NEEDED FOR MIRACLE

METHOD

5 REMOVE EXISTING SOAP DISPENSER AND GIVE TO COUNTY

6 REMOVE EXISTING WALL TILE AT SHOWER ROOM UNDER BASE BID;

CUT TILE AT JAMB PER PLANS; G.C. RESPONSIBLE FOR ALL WALL

PREP FOR NEW FINISH PER PLANS - ALTRENATE BID TO INCLUDE

MIRACEL METHOD AT WALLS AND FLOOR - DEMO SCOPE TO REFLECT

THE ALTERNATE DEDUCT PRICING - DEMO INDICATED BY DASHED

LINE (FULL ROOM)

7 REMOVE FLOOR TILE AT EXISTING SHOWER ROOM; REFER TO MEP

SCOPE OF WORK FOR NEW SHOWER DRAINS

8 DEMO EXISTING SHELVING

9 DEMO OF EXISTING HARD LID CEILING - DEMO OF COMPLETE CEILING

AND FRAMING

10 DEMO OF EXISTING LIGHT FIXTURES COMPLETE - SEE MEP FOR NEW

LIGHTING LAYOUTS

11 DEMO EXISTING SLAB FOR NEW FD CONNECTION; G.C. TO RE-POUR 4"

CONCRETE SLAB OVER 4" CRUSHED STONE AND PREP FOR NEW

FLOORING

=2

" 9

21',5 1=2"

13',11 1=2" 7',6" kuenyarch.com ©2021 Kueny Architects L.L.C. - All Rights

PLAN NORTH

SCALE: As indicated

A200Kenosha County - Kenosha County - PSB Joint Service Restroom

January 04, 2024

Existing and Demo Floor Plans

1000 55th St, Kenosha, WI 53140

3/16" = 1'-0"1 Lower Level - Existing Floor Plan (Reference Only)

1/4" = 1'-0"2 Lower Level - Demo Plan

DEMO GENERAL NOTES

1/4" = 1'-0"3 Ceiling Plan - Demo Plan

=2

9 3=4" 13',1 3=4"

SHOWERS

700a

MENS RESTROOM

A203 1

A203

E Q

E Q

FD

FD

FD

FD

=4

4',9 3=4" 1',0" 3',11" 2',7"8',3 3=4" 10"

V�I�F�

4',0"

A203 1

A203

=2

9',0 1=2" 7',6"

ACT-1

8' - 0"

ACT-1

8' - 0"

L-1

L-1

L-1

L-1

GWB-1

7' - 4"

GWB-1

7' - 4"

GWB-1

7' - 6"

L-1 L-2

L-2

L-2

L-2

L-2

L-2

L-2

MENS

RESTROOM

SHOWERS

700a

A203 1 A203

2 SHOWERS

700a

MENS RESTROOM

(09 67 23) EP"XY RESI%"US

F-""RI%G SYSTE; , SEA;-ESS J

I%CH THICE DEC"RATIVE EP"XY

RESI% F-""RI%G SYSTE;K 100%

S"-IDS EP"XY B"DY C"ATS WITH

DEC"RATIVE Q28 "R Q11 QUARTH

(09 31 00) CERA;IC WA-- TI-I%G ,

SEE E-EVATI"%S (12" X 24" TI-E) ,

TI-E B"TH R"";S C";P-ETE

(09 91 00) PAI%T A-- S"FFITS AT

%EW SH"WER U%ITS

(09 67 23) 6" EP"XY C"VE BASEK

TYPICA- AT A-- R"";S

RECEIVI%G EP"XY F-""RI%G

(06 61 00) S"-ID SURFACE

C"U%TER T"PK SEE

SPECIFICATI"%S

(06 61 00) S"-ID SURFACE

C"U%TER T"PK SEE

SPECIFICATI"%S

(10 21 13) S"-ID C"RE HDPE

T"I-ET PARTITI"%S

(09 91 00) PAI%T S"FFIT AT %EW

;I--W"RE AREA

(06 40 00) P-ASTIC -A;I%ATE BASE

A%D UPPER CABI%ETS

(10 21 13) S"-ID C"RE HDPE

URI%A- PARTITI"%S

(09 51 00) VI%Y- FACED ;"ISTURE

RESISTA%T CEI-I%G TI-E SYSTE; ,

B"TH R"";S

1 NEW PLUMBING FIXTURE; REFER TO MEP PLANS AND SCHEDULES

2 TOILET PAPER DISPENSER; COUNTY TO PROVIDE, G.C. TO INSTALL

3 (10 28 13) STAINLESS STEEL GRAB BARS; G.C. TO PROVIDE BLOCKING

AS NEEDED

4 (10 21 13) NEW URINAL SCREEN; G.C. TO PROVIDE ANY BLOCKING

NEEDED

5 (10 28 13) NEW 10" X 3'-0" LOCKER ROOM BENCH; WOOD TOP

6 (10 28 13) SHOWER CURTAIN AND ROD; FIXED UNIT

7 FIBERGLASS SHOWER UNIT - 54" X 36" - REFER TO MEP PLANS AND

SCHEDULES

8 HOE BIB CONNECTION FOR SHOWER MAINTENANCE - REFER TO MEP

PLANS AND SCHEDULES

9 COMMERCIAL HAIR DRYER; AIR STYLE HAIR DRYER - STAINLESS

STEEL BRUSHED - MOUNTING HEIGHT 68" A.F.F. - E.C. TO PROVIDE ALL

POWER REQUIREMENTS

kuenyarch.com ©2021 Kueny Architects L.L.C. - All Rights

PLAN NORTH

SCALE: As indicated

A201Kenosha County - Kenosha County - PSB Joint Service Restroom

January 04, 2024

Floor Plans - Proposed

1000 55th St, Kenosha, WI 53140

3/8" = 1'-0"1 Lower Level - Proposed Plan

3/8" = 1'-0"2 Ceiling Plan - Proposed

1/4" = 1'-0"3 RR and Shower - Finish Plan

ROOM SCHEDULE

NUMBER NAME FLOOR TYPE BASE

WALL FINISH CEILING

REMARKSNORTH SOUTH EAST WEST TYPE HEIGHT

700 ;E%S

RESTR"";

EP"XY EP"XY TI-E TI-E TI-E TI-E ACT,1 ;ATCH EXISTI%G

700a SH"WERS EP"XY EP"XY TI-E TI-E GYP,1 = SH"WER U%IT TI-E ACT,1 = GYP,1 ;ATCH EXISTI%G

PAINT SCHEDULE

ROOM

FLOOR

WALLS

CEILING METAL WOOD REMARKSNUM NAME NORTH SOUTH EAST WEST

700 ;E%S

RESTR"";

EP"XY %=A -ATEX,SG -ATEX,SG %=A -ATEX,SG E%A;E- VAR%ISH SEE E-EVATI"%S F"R PAI%T SC"PE

700a SH"WERS EP"XY -ATEX,SG -ATEX,SG -ATEX,SG %=A -ATEX,SG E%A;E- VAR%ISH SEE E-EVATI"%S F"R PAI%T SC"PE , PAI%T A-- %EW S"FFITS

DOOR SCHEDULE

MARK

FROM ROOM TO ROOM

LABEL

DOOR FRAME

REMARKSNUM NAME NUM NAME TYPE MATERIAL SWING WIDTH HEIGHT THICKNESS LOUVER GLASS TYPE MATERIAL GLASS

700 650 ;E%S -"CEER 700 ;E%S RESTR""; , F H; RH 3' , 0" 7' , 0" 1 3=4" %=A %=A A H; %=A G�C� T" FIE-D VERIFY EXISTI%G C;U "PE%I%G

HARDWARE SCHEDULE

MARK LOCKSET PUSH-PULL HOLD OPEN CLOSER HINGE DOOR STOP THRESHOLD WEATHERSTRIP KICKPLATE SOUNDSTOP NAMEPLATE NOTES

700 CY-I%DER X X X PIA%" X %=A %=A X X RESTR""; = SH"WER ,

E.O.C. (FUTURE)

MECHANICAL

FIRING RANGE

RANGEMASTERWORKROOM

PHYSICAL FITNESS

VENDING

JANITOR

MECHANICAL

MECHANICAL

ARMORY

ARMORY

JANITOR

REPORT WRITING

MEN'S LOCKER

VESTIBULE

STORAGE

TRAINING

ROLL CALL

ROLL CALL

TOILET

TOWELS

SHOWER

VESTIBULE

WOMEN'S LOCKERS

TOILET

SNOW MELT

JANITOR

TOILET

STORAGE

CORRIDOR

ELEVATOR EQUIPMENT

MECHANICAL

DRIVEWAY

PARKING GARAGE

SEE PR"P"SED P-A%S A%D

E-EVATI"%S F"R BASE BID

RESTR""; A%D SH"WER SC"PE

A-TER%ATE #2 (D"G WASH

STATI"%) , SC"PE "F W"RE AREA

(10 80 00) PR"P"SED D"G WASH

STATI"%K REFER T"

SPECIFICATI"%S

P-U;BI%G C"%TRACT"R T"

PR"VIDE WATER -I%E A%D A--

P-U;BI%G %ECESSARY F"R

C"%%ECTI"%K REFER T" ;EP

F

IE

D

V E

R

IF

Y

(09 91 00) PAI%T STRIPED

C-EARA%CE AREA "% F-""RK

PAREI%G -"T STRIPI%GK SAFETY

YE--"W

FIE-D VERIFY

47',2"

SHOWERS

700a

MENS RESTROOM

FD

FD

FD

FD

(09 91 00) A-TER%ATE #1 , DEDUCT A-TER%ATE T" I%C-UDE

THE EXISTI%G F-""R TI-E T" RE;AI% , APP-Y ;IRAC-E

;ETH"D T" EXISTI%G TI-E , PATCH TI-E AS %EEDED PRI"R

T" ;IRAC-E ;ETH"D W"RE , ;IRCA-E ;ETH"D C"%T�

RESP"%SIB-E F"R TI-E SURVEY A%D A-- PATCHI%G T"

PR"VIDE A C";P-ETE SYSTE; WITH WARRA%TY

(09 91 00) A-TER%ATE #1 , DEDUCT A-TER%ATE T" I%C-UDE

THE EXISTI%G WA-- TI-E T" RE;AI% , APP-Y ;IRAC-E

;ETH"D T" EXISTI%G TI-E , PATCH TI-E AS %EEDED A%D

CUT TI-E F"R %EW SH"WER I%STA-- PRI"R T" ;IRAC-E

;ETH"D W"RE , ;IRCA-E ;ETH"D C"%T� RESP"%SIB-E

F"R TI-E SURVEY A%D A-- PATCHI%G T" PR"VIDE A

C";P-ETE SYSTE; WITH WARRA%TY

(09 91 00) A-TER%ATE #1 T" I%C-UDE

;IRAC-E ;ETH"D SC"PE F"R B"TH

R"";S

(09 31 00) A-TER%ATE #3 T" I%C-UDE

THE FUR%ISHI%G A%D I%STA-- "F

CERA;IC F-""R TI-E I% -IEU "F THE

BASE BID F-""RI%G� REFER T" SPECS

F"R 12X24 TI-E I%F"R;ATI"%K F-""R

TI-E AREA T" I%C-UDE R""; 700�

(09 31 00) A-TER%ATE #3 TI-E

TER;I%ATI"% -I%E

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PLAN NORTH

SCALE: As indicated

A202Kenosha County - Kenosha County - PSB Joint Service Restroom

January 04, 2024

Floor Plan - Alternates #1, #2, and #3

1000 55th St, Kenosha, WI 53140

1/16" = 1'-0"1 Lower Level - Proposed Plan - Alternate #2

3/8" = 1'-0"2 Lower Level - Alternate #1/#3

(DIV� 22) %EW SH"WER U%ITK

REFER T" ;EP P-A%S

(09 29 00) 3,5=8" ;T-� STUD

FRA;ED S"FFIT AT %EW

SH"WERS

(09 51 00) VI%Y- FACED

WATER RESISTA%T CEI-I%G

TI-E SYSTE; (24" X 24")

(09 91 00) PAI%TED FI%ISH

(10 28 13) SH"WER CURTAI%

A%D R"D

(DIV� 22) %EW SH"WER U%IT

PA% , SEE ;EP P-A%S

(06 10 00) SH"WER R"";

WA-- PA%E-I%GK SEE

SPECIFICATI"%S

14',10"

4',9" 5 1=4" 4',5 3=4" 5 1=4" 4',9"

(DIV� 22) ADA U%IT AT CE%TER ,

PR"VIDE ADA SEAT A%D ADA

C";P-IA%T HEAD A%D WA%D -"CATI"%

2',11" 18',6"

(09 31 00) CERA;IC WA--

TI-E , 12" X 24"

(10 28 13) URI%A- PARTITI"%K

PR"VIDE B-"CEI%G AS

%EEDED

(09 51 00) VI%Y- FACED

WATER RESISTA%T CEI-I%G

TI-E SYSTE; (24" X 24")

(08 11 00) H; D""RK PAI%TED

PER SPECS

(08 11 00) H; D""R FRA;EK

PAI%T PER SPECIFICATI"%S

(DIV� 22) %EW URI%A-S , SEE

;EP P-A%S

(09 67 23) EP"XY RESI%"US

C"VE WA-- BASE

3',11"

SH"WER U%IT (ADA C";P-IA%T) ,

SEE ;EP P-A%S

(06 61 00) S"-ID SURFACE

C"U%TER T"P

(09 29 00) 5=8" ;"ISTURE

RESISTA%T GYPSU; B"ARD

CEI-I%G S"FFITK PAI%TED FI%ISH

(09 31 00) CERA;IC WA-- TI-E

FI%ISH , SEE SPECIFICATI"%S

(06 40 00) BASE CABI%ET

WITH (2) SHE-VES

(09 67 23) EP"XY RESI%"US

C"VE WA-- BASE

(06 40 00) UPPER CABI%ETSK

PR"VIDE A-- B-"CEI%G AS

REQUIRED

=4

A500

Si�

A500

Si�

(09 31 00) CERA;IC WA--

TI-E , 12" X 24"

(DIV� 22) %EW SH"WER U%IT

(09 51 00) VI%Y- FACED

WATER RESISTA%T CEI-I%G

TI-E SYSTE; (24" X 24")

(09 29 00) GYP S"FFIT "VER

;T-� STUDSK ;"ISTURE

RESISTA%T GYP� (TYP� AT

FU-- RESTR"";)

(09 67 23) EP"XY RESI%"US

F-""RI%G; SYSTE; , SEA;-ESS J

I%CH THICE DEC"RATIVE EP"XY

RESI% F-""RI%G SYSTE;K 100%

S"-IDS EP"XY B"DY C"ATS WITH

DEC"RATIVE Q28 "R Q11 QUARTH

(10 21 13) %EW T"I-ET

PARTITI"%SK SEE

SPECIFICATI"%S

(10 28 13) RECESSED WASTE

RECEPTAC-E A%D T"WE-

DISPE%SERB STAI%-ESS STEE-K

PR"VIDE A-- B-"CEI%G

(10 28 13) %EW F-""R ;"U%T

-"CEER BE%CHK W""D T"P

V �I

�F

A

T C

H E

X

IS

T I%

G

13',11 1=2" 7',6"

21',5 1=2"

A500

Si�

(DIV� 22) %EW WA-- ;"U%T

URI%A-K SEE ;EP , PR"VIDE A--

B-"CEI%G AS %EEDED

(09 31 00) 12" X 24" WA-- TI-E

(06 40 00) %EW BASE

CABI%ETS

(09 51 00) VI%Y- FACED

WATER RESISTA%T CEI-I%G

TI-E SYSTE; (24" X 24")

(09 29 00) GYP S"FFIT "VER

;T-� STUDS

(DIV� 22) %EW SI%ES , SEE

;EP P-A%S

(06 40 00) %EW UPPER

CABI%ETS

(10 28 13) %EW ;IRR"RS

S"AP DISPE%SERSK REVIEW

A-- -"CATI"%S WITH

"WBER PRI"R T" I%STA--

(06 40 00) ADA C";P-IA%T P-ASTIC

-A;I%ATE P-U;BI%G VA%ITY

C"VERK RE;"VAB-E PA%E-

6',11" 4',7 1=4"

A500

Si�

(09 67 23) EP"XY RESI%"US

C"VE WA-- BASE

11',6" 3',4 1=4"

(10 28 13) WA-- ;"U%T

C";;ERCIA- HAIR DRYER

(09 31 00) CERA;IC WA--

TI-E , 12" X 24"

(09 51 00) VI%Y- FACED

WATER RESISTA%T CEI-I%G

TI-E SYSTE; (24" X 24")

(09 67 23) EP"XY RESI%"US

F-""RI%G; SYSTE; , SEA;-ESS J

I%CH THICE DEC"RATIVE EP"XY

RESI% F-""RI%G SYSTE;K 100%

S"-IDS EP"XY B"DY C"ATS WITH

DEC"RATIVE Q28 "R Q11 QUARTH

(10 28 13) %EW -"CEER

R""; BE%CHK W""D T"P

(09 31 00) CERA;IC WA--

TI-E , 12" X 24"

(10 28 13) %EW -"CEER

R""; BE%CHK W""D T"P

(DIV� 22) %EW URI%A-S , SEE

;EP P-A%S

(09 67 23) EP"XY RESI%"US

C"VE WA-- BASE

A500

Si�

A500

Si�

A500

Si�

(10 21 13) %EW T"I-ET

PARTITI"%SK SEE

SPECIFICATI"%S

(10 21 13) %EW T"I-ET

PARTITI"%SK CEI-I%G

;"U%T , C"%FIR; EXISTI%G

STEE- -"CATI"% F"R

;"U%TI%G

(10 21 13) %EW URI%A-

PARTITI"%S , WA-- ;"U%T

(09 31 00) CERA;IC WA--

TI-E , 12" X 24" (09 51 00) VI%Y- FACED

WATER RESISTA%T CEI-I%G

TI-E SYSTE; (24" X 24")

(09 67 23) EP"XY RESI%"US

F-""RI%G; SYSTE; , SEA;-ESS J

I%CH THICE DEC"RATIVE EP"XY

RESI% F-""RI%G SYSTE;K 100%

S"-IDS EP"XY B"DY C"ATS WITH

DEC"RATIVE Q28 "R Q11 QUARTH

(10 21 13) %EW T"I-ET PARTITI"%SK

SEE SPECIFICATI"%S

(DIV� 22) %EW WA-- ;"U%T

URI%A-K SEE ;EP , PR"VIDE A--

B-"CEI%G AS %EEDED

(09 67 23) EP"XY RESI%"US

C"VE WA-- BASE

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SCALE: 3/8" = 1'-0"

A203Kenosha County - Kenosha County - PSB Joint Service Restroom

January 04, 2024

Interior Elevations

1000 55th St, Kenosha, WI 53140

3/8" = 1'-0"1 Shower 700a - East 3/8" = 1'-0"2 Restroom Elevation - South

3/8" = 1'-0"3 Restroom Elevation - North3/8" = 1'-0"4 Restroom Elevation - East

3/8" = 1'-0"5 Shower Elevation - West 3/8" = 1'-0"6 Mens 700 - West

(09 51 00) FIE-D CUT E%D TI-EK -EAVE 1=2"

;I%I;U; REVEA-

(09 51 00) E%D WA-- A%G-E

(09 51 00) 15=16" SUSPE%SI"% GRIDK

H�D� "T" GRID

(09 51 00) SUSPE%SI"% CAB-EK

A%CH"R T" EXISTI%G DECE

(09 54 26) VI%Y- FACED WATER

RESISTA%T AC"USTICA- TI-E

(ACT,2) SYSTE;K STA%DARD PA%E-

AT C"RRID"R (ACT,1)

8 3/8"

REF. TO PLANS

VARIES

(06 61 00) S"-ID SURFACE C"U%TER

"VER 3=4" P-YW""D , REFER T"

E-EVATI"%S� 7" EASED FR"%T EDGE�

(06 10 00) PR"VIDE I%,WA-- B-"CEI%G

AS %EEDED F"R VA%ITY

(06 40 00) P-ASTIC -A;I%ATE

VA-A%CE , RE;"VAB-E F"R

P-U;BI%G

(06 61 00) S"-ID SURFACE

BACESP-ASHK SEE SPECIFICATI"%S

(09 30 00) WA-- BASE PER E-EVATI"%S

(06 40 00) FI%ISHED E%D PA%E- T"

;ATCH P-A; VA-A%CEK SEE E-EV�

F"R EXP"SED FI%ISHED SIDES

(22 42 00) U%DER;"U%T SI%E U%ITK

REFER T" ;EP P-A%S F"R DETAI-S

1',0" 11" ;I%�

(06 40 00) FRA;E AS %EEDED T"

;"U%T T" WA--

(06 40 00) -A;I%ATE PIECE U%DER

FR"%T EDGE

(09 30 00) (CWT,) WA-- TI-E

AS SCHEDU-ED

(09 30 00) BRUSHED A-U;I%U; CT

C"R%ER TRI; AT E%D "F P"RCE-AI%

TI-E� FU-- HEIGHT "F TI-E

EXISTI%G WA-- PER P-A%SK

PATCH A%D REP-ACE TI-E

BACEER AS %EEDED

VERIFY CEI-I%G C"%DITI"% WITH RCPs

S-EEVE

FIE-D REVIEW -"CATI"%S "F DUCT W"RE�

PIPES� ETC PRI"R T" C"%STRUCTI"% "F

SUPP"RT SYSTE; "R FIE-D WE-DS

EXISTI%G T"I-ET PARTITI"%

STRUCTUREK G�C� T" FIE-D

VERIFY

(10 21 13) %EW CEI-I%G ;"U%T PARTITI"%SK

REFER T" SPECIFICATI"%S

(09 51 00) %EW AC"USTICA- CEI-I%G TI-E SYSTE;

DEPTH T" WA--

PARTITI"%

(09 30 00) WA-- TI-EK REFER

T" SPECIFICATI"%S

(09 67 23) EP"XY F-""RI%G

AS SPECIFIED

(07 92 13) SEA-A%T AT

P"RCE-AI% TI-E A"I%T� FU--

-E%GTH "F TI-E (09 30 00)

GR"UT A"I%T PRI"R T"

SEA-A%T

EXISTI%G F-""R STRUCTUREK

PR"VIDE A-- C"%CRETE PREP

AS %EEDED

EXISTI%G WA-- STRUCTURE

=2

(09 30 00) WALL TILE; REFER TO

SPECIFICATIONS

(09 30 00) ALUMINUM TRIM AT TOP OF

WALL TILE , FULL LENGTH OF TILE

EXISTING WALL STRUCTURE

(09 51 00) ACOUSTICAL CEILING

PANEL SYSTEM

=2

=2

(06 10 00) PR"VIDE I% WA--

B-"CEI%G AS %EEDED

(09 68 00) WA-- BASE PER R"";

FI%ISH SCHEDU-E

(06 40 00) 1" ;E-A;I%E BACE

PA%E- A%D ;I--W"RE B-"CEI%G

(06 40 00) P,-A; FR"%TS WITH

VI%Y- EDGE BA%DI%G A%D P-A;

EXP"SED EDGES

(06 61 00) C"U%TER T"P

;ATERIA- "VER 3=4" P-YW""DK

REFER T" E-EVATI"%S

(06 61 00) 4" BACESP-ASH T"

;ATCH C"U%TER ;ATERIA-

U�%�"�

2',0"

P-,1

P-,1

SS,1

(06 10 00) PR"VIDE I% WA--

B-"CEI%G AS %EEDED

(09 68 00) WA-- BASE PER R"";

FI%ISH SCHEDU-E

(06 40 00) BASE CABI%ET PER

DETAI-S

P-,1

(06 40 00) 4" BACESP-ASH T"

;ATCH C"U%TER ;ATERIA-

U

(06 10 00) PR"VIDE I% WA--

B-"CEI%G AS %EEDED

(06 40 00) ;E-A;I%E B"ARD

SHE-VI%G WITH ;ATCHI%G EDGE

BA%DI%G

(06 40 00) 1" "�C� ADAUSTAB-E

SHE-VI%G PI%S F"R ADAUSTAB-E

SHE-VES

(06 40 00) 1" ;E-A;I%E BACE

PA%E- A%D ;I--W"RE B-"CEI%G

(06 40 00) CASEW"RE PU--K

REFER T" SPECIFICATI"%S

(06 40 00) P,-A; CABI%ET FR"%T

WITH VI%Y- EDGE BA%DI%G A%D

P,-A; EXP"SED EDGES

1',0"

(31 20 00) CRUSHED ST"%E AGGREGATE

VARIES 2'-0" MIN

(07 11 00) 10 ;I- VAP"R BARRIER

(03 30 00) REI%F"RCI%G PER

SCHEDU-E

(03 30 00) C"%CRETE S-AB "VER-AP REI%F"RCI%G

AT C"%STRUCTI"% A"I%TS

C"%STRUCTI"% A"I%T

1'-0" MIN

(07 11 00) AIR SHIE-D F-ASHI%G

TAPE AT EXTERI"R WA-- -I%E

(03 30 00) 15# FE-T , B"%D

BREAEER

/2

C"%TR"- A"I%T

WA-- BASE PER R""; FI%ISH SCHEDU-E

F-""R FI%ISH PER SCHEDU-ES A%D

DETAI-S

C"%TI%U"US STEE- STUD

RU%%ERK A%CH"R T" F-""R STRUCTURE

5=8" GYPSU; B"ARDK EACH SIDE

AC"USTICA- BATT I%SU-ATI"%K TYPICA-

AT AC"USTICA- PARTITI"%S

FI%ISH CEI-I%G PER SCHEDU-ES A%D

WA-- SECTI"%S

3" S-IP TRACE CHA%%E-K TYPICA- AT

STUD WA-- STRUCTURE C"%%ECTI"%

EXTE%D T" U%DERSIDE "F STRUCTURE

A%D SEA- PER SCHEDU-ES A%D DETAI-S

W A

H

E

IG

H T

P E

R S

C H

E D

U

E S

WA-- EXTE%DED PAST FI%ISH CEI-I%GK

SEE BRACI%G DETAI-

A1

A2

3,5=8" STEE- STUDS @ 16" "�C�

A3

6" STEE- STUDS @ 16" "�C�

8" STEE- STUDS @ 16" "�C�

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SCALE: As indicated

A500Kenosha County - Kenosha County - PSB Joint Service Restroom

January 04, 2024

Sections and Details

1000 55th St, Kenosha, WI 53140

3" = 1'-0"1 Acoustcial Tile Detail

1" = 1'-0"2 Wall Mount Sink Vanity - Typical

3" = 1'-0"3 Wall Tile - Corner Trim Detail 1 1/2" = 1'-0"4 Toilet Partition Support

3" = 1'-0"5 Wall Tile - Base Detail 3" = 1'-0"6 Wall Tile - Ceiling Termination

1 1/2" = 1'-0"7 Base Cabinet - 3 Shelf Unit 1 1/2" = 1'-0"8 Base Cabinet - Typical Upper Adjustable

1 : 69 Concrete Slab - Type A

1 1/2" = 1'-0"

Wall Type - "A" Partition

OS2 OS2

S

S

PP20

PP20

T

A V

J

G H J

MENS

RESTROOM

SHOWERS

700a

DEMOLISH EXISTING LIGHT

FIXTURE. REUSE EX CIRCUT

FOR NEW FIXTURES

ETR

EX DUCT TO REMAIN

DEMO EX

EXHAUST GRILL

DEMO EX

EXHAUST GRILL

G H J

MENS

RESTROOM

700 SHOWERS

700a

300ex E

150ex E

NEW EXHAUST BRANCH DUCTWORK.

CONNECT TO EXISTING DUCT

10ø

8ø

/8

12/8

WATTSTOPPER ELCU OR EQ

Emergency Line

WALL MOUNTED

TEST SWITCH

WATTSTOPPER

EMTS100, MOUNT

AT 7'AFF TYP.

"Sensing" Line

Emergency Neutral

Emergency Lighting

Normal Lighting

Normal Neutral

Normal Line

Emergency Power Out

(RED 12AWG)

Emergency Neutral

(WHITE 18AWG)

Emergency Power In

(BLACK 12AWG)

Normal Switched Sense

(RED 18AWG)

Normal Neutral

(WHITE 18AWG)

Normal Power Sense

(BLACK 18AWG)

E M

A E

R G

E N

C Y

P O

W E

R

N O

R M

A L

P O

W E

R

On/Off Control Device

"Switching" Line

PUSH

TO TEST

R E

M O

T E

A C

T

IV

A T

IO

N

UL924

CONNECT EMERGENCY

POWER-IN FROM NEARBY

LOCAL EMERGENCY LIGHTING

CIRCUIT

NORMAL LINE/

NEUTRAL FROM

NEARBY LIGHTING

CIRCUIT

EMERGENCY POWER

OUT TO FIXTURE

TYPICAL PLAN SYMBOLS

G H J

MENS

RESTROOM

SHOWERS

700a

UL942

CONNECT LIGHTING AS EMREGENCY

LIGHT VIA UL924 LISTED DEVICE,

REFER TO DETAIL ON ME100.

FIELD LOCATE NEAREST EMERGENCY

CIRCUIT

B

B

B

B

B

A

A

A

A

A

A

A

UL942

CONNECT LIGHTING AS EMREGENCY

LIGHT VIA UL924 LISTED DEVICE,

REFER TO DETAIL ON ME100

FIELD LOCATE NEAREST EMERGENCY

CIRCUIT

REUSE EXISTING LIGHTING CIRCUIT

TO CONNECT NEW LIGHTS

F G H J

REPLACE EXISTING GFI RECEPT

WITH NEW DEVICE, RECONNECT

INCLUDE NEW TRIM PLATE.

CONNECT NEW AUDIO

VISUAL TO FIRE ALARM SYSTEM

MATCH TO EXISTING FA MANUFACTURER

HAND DRYER.

EC TO PROVIDE 120V 20A

CIRCUIT FROM PANEL LL.

CONNECT, COMPLETE

PANEL LL

PROVIDE 20A 1P BREAKER FOR HAND DRYER

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PLAN NORTH

SCALE: As indicated

ME100Kenosha County - PSB Joint Service Restroom

01-04-2024

Mechanical and Electrical Plan

1000 55th St, Kenosha, WI 53140

1/4" = 1'-0"1 RR 700 Mech & Elec Demo Plan 1/4" = 1'-0"2 RR 700 Mech Plan

1. MC TO FIELD VERIFY EACH AIR DEVICE DESIGNATION (SUPPLY, EXHAUST, RETURN). REPLACE IN KIND

ACCORDING TO AIR DEVICE SCHEDULE

2. MC TO REPLACE EXISTING EXHAUST GRILLES AS NOTED ON PLANS. SIZES OF GRILLES TO MATCH EXISTING

3. MC SHALL BE RESPONSIBLE FOR NEW FLEX AND/OR HARD DUCT CONNECTIONS FOR NEW GRILLE

LOCATIONS IN NEW CEILING AND EXISTING WALLS.

4. EXISTING EXHAUST, RETURN, SUPPLY AIR VOLUMES TO REMAIN. MC TO BE RESPONSIBLE FOR ANY

REBALANCING OF SYSTEMS

5. EC TO PROVIDE NEW OCCUPANCY SENSORS LIGHT SWITCHES IN ALL RESTROOMS

6. EC SHALL BE RESPONSIBLE FOR DEMOLITION AND REPLACEMENT OF ALL CEILING AND WALL FINISHES.

COORDINATE WITH GC

7. EC SHALL REUSE EXISTING FIRE ALARM DEVICES. IT SHALL BE THE RESPONSIBILITY OF THE EC TO

RELOCATE AND REWIRE ANY AND ALL FIRE ALARM DEVICES IMPACTED BY DEMOLITION AND

IMPLEMENTATION OF NEW FINISHES. CONNECT NEW FIRE ALARM DEVICES AS INDICATED ON PLANS

GENERAL MECHANICAL AND ELECTRICAL NOTES

NTS5 EM WIRING SCHEMATIC FOR EMERGENCY FIXTURES

1/4" = 1'-0"3 RR 700 Electrical Lighting Plans 1/4" = 1'-0"4 RR 700 Electrical Power Plans

FLEX ELBOW SUPPORTER

LOW PRESSURE FLEXIBLE

DUCT. MAXIMUM 5'-0" LONG

LAY-IN OR SURFACE MOUNTED

CEILING DIFFUSER

ROUND TO SQUARE ADAPTER

INSTALL DRAWBAND &

SEAL ALL CONNECTIONS

INSULATE TOP

OF DIFFUSER

SPIN-IN W/ MANUAL

VOLUME DAMPER

RIGID ∅ PIPE IF NEEDED

VD

CONNECT FLEX DUCT ENDS TO SHEET

METAL DUCT AN DIFFUSER NECK WITH

NYLON TIES AND MASTIC OR UL TAPE.

INTERIOR LINER AND EXTERIOR INSULATION

OF FLEX DUCT TO BE TIED INDIVIDUALLY.

INSTALL USING TENSIONING TOOL PER

MANUFACTURER'S RECOMMENDATIONS.

NYLON TIES

INTERIOR LINER

OPENING CUT ACCURATELY

(SHAPE AND SIZE)

CONICAL BELLMOUTH SPIN-IN

NOTCH PROFILE VARIES

RETURN/

EXHAUST

45 DEG. ENTRY

W

L=1/2 (W), 4" MIN.

L

VOLUME/ BALANCE

DAMPER W/ LOCK

FIT ALL CONNECTIONS TO AVOID

VISIBLE OPENINGS AND SECURE

THEM SUITABLY FOR THE PRESSURE

CLASS. ADDITIONAL MECHANICAL

FASTENERS ARE REQUIRED FOR 3"

W.G. AND OVER.

LINED DUCT CONNECTION

(NO EXPOSED LINER EDGES)

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PLAN NORTH

SCALE: NTS

ME200Kenosha County - PSB Joint Service Restroom

01-04-2024

Mechanical/Electrical Notes and Schedules

1000 55th St, Kenosha, WI 53140

GENERAL MECHANICAL NOTES

WHERE APPROVAL CODES HAVE BEEN ESTABLISHED BY OSHA, UNDERWRITER'S LABORATORY, AMERICAN CODES, ANSI, ASME, ASA, ASHRAE, ASTM, ARI, NEL, NFPA, SMACNA, OR THE STATE FIRE INSURANCE REGULATORY BODY, FOLLOW THESE STANDARDS WHETHER OR NOT INDICATED ON THE DRAWINGS AND SPECIFICATIONS.

1. THE MECHANICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITHIN THE INTENT AND SPIRIT OF THAT INDICATED BY THIS DRAWING.

WORK OR MATERIALS NOT SHOWN BY THIS DRAWING, BUT NECESSARY TO COMPLETE THE SYSTEM SHALL BE INCLUDED AT NO ADDITIONAL COST. THE MECHANICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL HVAC SYSTEM REQUIREMENTS INCLUDING GRILLES, DIFFUSERS, DUCTWORK, CONTROLS, CONTROL WIRING, DUCTWORK, EQUIPMENT, HVAC PIPING, CUTTING AND PATCHING, ETC.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MAKE ADJUSTMENTS TO AVOID CONFLICT. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT

CONSTRUCTABILITY ISSUES.

3. PROVIDE VOLUME DAMPERS WHERE INDICATED.

4. ALL RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND SUPPORTED TO SMACNA STANDARDS. ALL SUPPLY DUCT SHALL HAVE 2", 1.5# BLANKET INSUL W/ VAPOR BARRIER. (R-8) FURNISH AND INSTALL NEOPRENE FLEX CONNECTION BETWEEN DUCTWORK AND RTUS/AHUS.

5. FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE V OR EQUAL FIBERGLASS INSULATED TYPE. FLEX DUCT SHALL NOT EXCEED 6' IN LENGTH. RIGID ROUND DUCT WITH EXTERIOR INSULATION. USE RIGID ROUND DUCT WITH EXTERIOR INSULATION ABOVE WHERE SHOWN ON THE PLAN. USE RIGID ELBOW FITTINGS WHENEVER

POSSIBLE TO AVOID UNNECESSARY CHANGE OF DIRECTION WITH FLEXDUCT.

6. SEAL ALL DUCTWORK SEAMS WITH FIBERGLASS TAPE IMBEDDED IN ARABOL SEALER OR ALUMINUM TAPE. DUCT TAPE IS NOT ACCEPTABLE. VAPOR SEAL ALL

EXTERIOR INSULATION WITH ALUMINUM TAPE. DUCT TAPE IS NOT ACCEPTABLE.

7. CONTRACTOR SHALL ADJUST CURB PLACEMENT AND TRANSITION DUCTWORK AS REQUIRED TO CLEAR STRUCTURAL AND OTHER OBSTACLES. THE CONFIGURATION OF THE STRUCTURE AND OTHER OBSTACLES IN THE EXISTING BUILDING IS NOT KNOWN IN DETAIL. THE CONTRACTOR WILL INVESTIGATE, VERIFY THE DESIGN SHOWN, AND ADJUST AS REQUIRED.

8. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND APPLICABLE CODES.

9. ALL MATERIALS WILL BE NEW AND IN NEW CONDITION. SCRATCH AND DENTED, SECONDHAND, SURPLUS, ETC ARE NOT ACCEPTABLE.

10. ELECTRICAL CONNECTIONS 120V OR HIGHER SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR, MECHANICAL SHALL COORDINATE THIS WORK.

MECHANICAL SHALL FURNISH DUCT SMOKE DETECTORS AS REQUIRED TO ELECTRICAL FOR FIRE ALARM INSTALLATION.

11. THE MECH SUBCONTRACTOR SHALL START UP EACH UNIT, TEST FOR HEAT AND COOL OPERATION, INSURE ALL DUCTWORK IS FREE OF RATTLES, LEAKS, WHISTLES, ETC. AN INDEPENDENT CONTRACTOR SHALL BALANCE THE SYSTEM AS INDICATED BY DRAWINGS, RTU SCHEDULE , AND VENTILATION SCHEDULES. SUBMIT FOUR COPIES OF A CERTIFIED TEST AND BALANCE REPORT TO THE ARCHITECT FOR APPROVAL. UPON APPROVAL CONTRACTOR SHALL FILE REPORT WITH LOCAL

AUTHORITY.

12. WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE REQUESTED BY THE CONTRACTOR. SUCH AN INSPECTION SHALL NOT BE

CONDUCTED ON INCOMPLETE OR NON-OPERATIONAL SYSTEMS.

13. ALL DUCTWORK (SUPPLY AND RETURN) IN UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM VALUE OF R-5 INSULATION. ALL DUCTS OUTSIDE OF THE

BUILDING ENVELOPE SHALL BE INSULATED WITH R-8 MINIMUM.

14. DUCTS SHALL BE SUPPORTED WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING 10 FEET OR BY OTHER APPROVED DUCT SUPPORT SYSTEMS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. FLEXIBLE AND OTHER FACTORY MADE DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE

MANUFACTURERS INSTRUCTIONS.

15. SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES.

16. UPON SELECTION OF MECHANICAL APPLIANCES SUBMIT MANUFACTURING INSTALLATION INSTRUCTION TO BUILDING DEPARTMENT, INCLUDE ANY LISTING FOR

OUTDOOR INSTALLATION, IF APPLICABLE.

17. EQUIPMENT SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING, THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPLICABLE CODES. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR INSPECTION.

18. ALL COVERING, LININGS, ADHESIVES, WHEN USED SHALL HAVE A FLAME SPREAD RATING NOT MORE THAN 25 AND SMOKE DEVELOPED RATING NOT MORE THAN 50

WHEN TESTED IN ACCORDANCE WITH ASTM-E84.

GENERAL ELECTRICAL NOTES DESIGN BASED ON 2017 NEC

ALL PATIENT CARE AREAS AS DEFINED BY NEC SHALL HAVE HOSPITAL GRADE RECEPTACLES. PATIENT CARE AREAS SHALL BE WIRES IN ACCORDANCE WITH WITH NEC SECTION 517, INCLUDING BUT NOT LIMITED TO REDUNDANT GROUNDING (517.13).

1. THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITHIN THE INTENT AND SPIRIT OF THAT INDICATED BY THESE DRAWINGS. WORK OR MATERIALS NOT SHOWN BY THE DRAWINGS, BUT NECESSARY TO COMPLETE THE SYSTEM SHALL BE INCLUDED AT NO ADDITIONAL COST. THE ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL SYSTEM REQUIREMENTS INCLUDING FIRE ALARM DEVICES, SWITCHES, RACEWAY, DEVICES, CONDUCTOR, SPECIALTIES, CUTTING AND PATCHING, ETC.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MAKE ADJUSTMENTS TO AVOID CONFLICT. NOTIFY THE ENGINEER IN WRITING OF

SIGNIFICANT CONSTRUCTABILITY ISSUES.

3. TELEPHONE/DATA OUTLETS, UNLESS NOTED, SHALL BE CIRCUITED BY OTHERS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CONDUIT TO AN

ACCESSIBLE SPACE.

4. THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY PLACEMENT OF ALL RECEPTACLES, WIRING DEVICES, SWITCHES, AND DISCONNECTS WITH

ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS AND TRADES BEFORE ROUGHING IN.

5. WIRING MEANS AND METHODS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. THE ELECTRICAL SUBCONTRACTOR SHALL

VERIFY CEILING TYPE WITH FIXTURE SELECTION BEFORE ORDERING.

6. PANEL BOARDS SHALL BE SQUARE D NQOD OR EQUAL FROM CUTLER HAMMER, OR GE. BREAKERS SHALL BE BOLT-IN TYPE QOB OR EQUAL. 10kaic

MINIMUM.

7. CONDUCTOR SHALL BE THW, THWN, OR THHN. CONDUIT SHALL BE GALV. EMT, IMC OR RIGID.

8. POWER RECEPS, WALL SWITCHES, COVER PLATES, ETC. SHALL BE COMMERCIAL GRADE 20 RATED MATCHING THE STYLE AND APPEARANCE OF THE

EXISTING DEVICES.

9. EQUIPMENT SIZES ARE AS DESIGNED. CIRCUIT BREAKERS, CONDUIT, JUNCTION BOXES, DISC. SWITCHES, CONDUCTOR SIZES, DEVICE LOCATIONS, ETC., SHALL BE ADJUSTED TO THE EQUIPMENT SUBMITTED AND APPROVED FOR INSTALLATION ON THIS PROJECT.

10. THE ELECT SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN THE ELECTRICAL AND MECHANICAL TRADES TO PROVIDE CLEARANCES ABOVE CEILING BETWEEN RECESSED LIGHT FIXTURES AND THERMAL INSULATION OR COMBUSTIBLE MATERIALS IN ACCORD WITH N.E.C.

PARAGRAPH 410-65 & 66.

11. THE ELECTRICAL SUBCONTRACTOR SHALL PREPARE A SUBMITTAL PACKAGE WHICH DETAILS PROPOSED EQUIPMENT (FIVE COPIES). AT MINIMUM THE SUBMITTAL PACKAGE WILL CONTAIN DETAILED DATA ON LIGHTING FIXTURES, PANELBOARDS, AND ACCESSORIES. EQUAL EQUIPMENT TO THAT SPECIFIED WILL BE CONSIDERED IF PERFORMANCE, APPEARANCE, SERVICEABILITY AND QUALITY ARE JUDGED BY THE ENGINEER AND/OR ARCHITECT

TO BE EQUAL.

12. ALL WORK SHALL COMPLY WITH COGNIZANT CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND APPLICABLE CODES.

13. ALL MATERIALS WILL BE NEW AND IN NEW CONDITION.

14. ALL ELECTRICAL CONNECTIONS 120V OR HIGHER SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. MECHANICAL SHALL FURNISH DUCT SMOKE DETECTORS AS REQUIRED TO ELECTRICAL FOR FIRE ALARM INSTALLATION. MECHANICAL SHALL PROVIDE HVAC CONTROL WIRING.

ELECTRICAL SHALL COORDINATE EQUIPMENT CONNECTION WITH MECHANICAL AND PLUMBING.

15. WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE REQUESTED BY THE CONTRACTOR. SUCH AN INSPECTION

SHALL NOT BE CONDUCTED ON INCOMPLETE OR NON-OPERATIONAL SYSTEMS.

16. UPON COMPLETION OF WORK, SUBMIT FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS, AS BUILT DRAWINGS, GUARANTIES AND WARRANTIES.

AT MINIMUM, THE CONTRACTOR WILL WARRANTY ALL WORK, EQUIPMENT AND MATERIALS FOR ONE YEAR PAST BENEFICIAL OCCUPANCY.

17. ALL RECEPS, LOCATED IN AREAS SUBJECT TO MOISTURE, OR ON THE EXTERIOR OF THE BUILDING SHALL BE G.F.I. TYPE, IN WEATHERPROOF, TYPE-FS, BOX WITH WEATHERPROOF COVER.

18. NO RECEP. OR DEVICE SHALL BE LOCATED WITHIN 4'-0" OF SINKS. OUTLETS NEAR SINKS, OR IN LOCATIONS SUBJECT TO MOISTURE SHALL BE G.F.I. TYPE.

19. ALL ELECTRICAL WIRING IN OR ON THE BUILDING SHALL BE IN IMC, RMC, OR EMT, IN ACCORDANCE WITH LOCAL CODE AMENDMENT. ALL EXTERIOR WIRING SHALL BE BURIED IN CONDUIT APPROVED FOR THE ENVIRONMENT IN ACCORDANCE WITH LOCAL CODE AMENDMENT.

LIGHTING FIXTURE SCHEDULE

TAG MOUNTING VOLTAGE LOAD MAKE DESCRIPTION MODEL

A RECESSED MVOLT 13 VA CREE 6" Round downlight, 1050 delivered lumens,dimmable to 10% (0-10V dimming) 90 CRI 4000 K color temperature

CDR 6 ALS 9ACK 10V5 WH UNV

B GRID MVOLT 26 VA CREE 2x2 3000 NOMINAL LUMENS Curved Linear Prismatic lens with trim rings 4000K CCT

ZR22-30L-840-10V5-UNV

AIR DEVICE SCHEDULE

MARK TYPE NECK SIZE FACE SIZE

THROW

PATTERN MOUNTING MANUFACTURER MODEL

E Round Neck Exhaust

8ø 24 X 24 - Lay-In TITUS PAR-08-24x24-3-

LIGHT CONTROL SCHEDULE

ITEM DESCRIPTION REFERENCE MODEL

$OS SINGLE RELAY, PASSIVE DUAL TECH SENSING

WALL SWITCH. AUTO ON SWITCHING

SENSOR SWITCH WSXA

PDT

FIRE PROTECTION SCOPE OF WORK

THE FIRE PROTECTION SYSTEM WORK SHALL BE DESIGN BUILD. THE

CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,

DESIGN, CALCULATIONS AND COORDINATE WITH ALL LOCAL

AUTHORITIES HAVING JURISDICTION TO PRODUCE A COMPLETE AND

USABLE SYSTEM WHICH COMPLIES WITH ALL APPLICABLE CODES,

LAWS AND REGULATIONS INCLUDING NFPA13 AND THE LOCAL

BUILDING CODE. COORDINATE ALL INSTALLATIONS WITH THE GC AND

OTHER TRADES TO AVOID CONFLICTS. THE FP SUBCONTRACTOR

SHALL BE OBLIGATED TO RELOCATE/REDESIGN ANY PIPE WHICH

COME INTO CONFLICT WITH OTHER TRADES AT NO ADDITIONAL COST

TO THE OWNER, UNDER ALL CIRCUMSTANCES.

SYSTEM TYPE: WET PIPE WATER SPRINKLER, NFPA 13. MODIFY

EXISTING SYSTEMS TO ACCOMMODATE THE NEW INSTALLATION.

WATER SERVICE/RISER: EXISTING TO REMAIN

DESIGN: THE DESIGN BUILD CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR THE SURVEY OF EXISTING, FLOW TEST, DESIGN,

CALCULATIONS, DETAILING, SUBMITTAL, APPROVAL, COORDINATION,

LABOR MATERIAL, TESTING AND FINAL PRODUCT. IF REQUIRED, THE

CONTRACTOR SHALL INCLUDE ANY REQUIRED FLOW TEST.

RELOCATED HEADS IN THE EXISTING RESTROOM IN NEW DROP

CEILING AS NEEDED FOR DESIGN/COVERAGE.

MATERIALS: PIPE SHALL BE BLACK STEEL. 2" AND SMALLER SHALL BE

SCH40 WITH THREADED FITTINGS. 2-1/2" AND LARGER MAY BE SCH10

WITH MECHANICAL COUPLINGS OR BUTT WELD FITTINGS.

HEADS: SHALL BE CONCEALED TYPE. HEADS DO NOT HAVE TO BE

CENTERED IN TILE.

$S LOW-VOLTAGE PUSH BUTTON SWITCH WITH

AUTOMATIC ON

SENSOR SWITCH SPODMA

OS2 LOW VOLTAGE CEILING SENSOR, AUTOMATIC

ON. INCLUDE POWER PACK PER STRING OF

LIGHTS

SENSOR SWITCH CM 10,

W/ PP20

$T PROGRAMMABLE INTERVAL TIMER SWITCH

MAX 60 MINUTES

SENSOR SWITCH PTS 60

NTS2 DIFFUSER INSTALLATION DETAIL

NTS3 DUCT INSTALLATION

G H J

PIPING IN HALFTONE ETR

ASSUMED LOCATION OF

EXISTING WATER PIPE

ASSUMED LOCATION

OF EXISTING VENT PIPE

ASSUMED LOCATION OF

EXISTING VENT PIPE

2.

4.

2.

2.

1.

1.

1.

4.

4.

4.

3.

4" SS 4" SS 4" SS

BOLD LINE PIPING TO BE DEMOLISHED

BACK TO LAST ACTIVE BRANCH

CO ETR

G H J

SHOWERS

700a

MENS

RESTROOM

MENS LOCKER

S-1

S-1

S-1

U-1H

U-1

SHR-1

SHR-1

SHR-1

WC-1H

WC-1

HALFTONE PIPE ETR

CO ETR

hall

MENS RR

102B

5.6.

6.

6.

4" SS4" SS

4" S

S

FD-1

FCO-1

FCO ETR

CONNECT INTO

EXISTING VENT. VERIFY

LOCATION IN FIELD

SAWCUT EXISTING SANITARY

AND CONNECT NEW PIPE.

VERIFY LOCATION IN FIELD

2" V

1/

2" V

3" SS

3" SS

3" SS

1/

2" V

2" V

FD-2

G H J

MENS

RESTROOM

SHOWERS

700a

MENS LOCKER

U-1H

U-1

S-1

S-1

S-1

SHR-1

SHR-1

SHR-1

WC-1H

WC-1

EXISTING WATER

PIPE. CONFIRM

LOCATION IN FIELD

hall

EXTEND EXISTING HWR

PIPE TO NEW

LAVATORIES AS SHOWN

5.6.

6.

6.

HB-1

1" DCW3/4" DCW

3/4" DCW

3/4" DHWR

3/4" D

HWR

S-1

S-1

S-1

U-1H

U-1

SHR-1

SHR-1

SHR-1

1/ 2"

D H

W

HB-1

3/ 4"

D C

W 1/ 2"

D C

W

1/

2" D

C W

1/ 2"

D H

W

1/ 2"

D C

W

1/ 2"

D H

W

1/ 2"

D C

W

WC-1

WC-1H

PIPING IN HALFTONE ETR

VLVVLVVLV

VLVVLV

WA

VLVVLV

U-1 U-1H S-1

S-1

S-1

SHR-1

SHR-1

SHR-1

2" V

2" V

2" V

2" V

2" V

2" V

2" V

4" SS

4" S S

2" S

S

2" SS

2" V

WC-1H

WC-1

4" S

S

2" S S

2" V

2" V

FD-2

FCO-1

FD-1

1/

2" V

4" S S

3" S

S

3" S

S

3" S

S

1/

2" V

2" V

PIPING IN HALFTONE ETR

kuenyarch.com ©2020 Kueny Architects L.L.C. - All Rights Reserved

PLAN NORTH

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

P101Kenosha County - PSB Joint Service Restroom

01-04-2024

Plumbing Plans - RR 700

1000 55th St, Kenosha, WI 53140

5 Restroom 700 - Waste & Vent Riser 4 Restroom 700 - Water Riser

1. DEMO EXISTING PLUMBING FIXTURE. EXISTING ROUGH-IN TO REMAIN

2. DEMO EXISTING PLUMBING FIXTURE. PC TO REWORK EXISTING SANITARY,

CW, HW ROUGH-IN (AS NECESSARY) FOR NEW FIXTURE CONNECTIONS

3. EXISTING FIXTURE TO REMAIN. NOT IN SCOPE

4. DEMOLISH FIXTURE COMPLETE. DEMOLISH EXSITING ROUGH-IN PIPE

CONNECTIONS BACK TO NEAREST ACTIVE BRANCH

5. CONNECT NEW FIXTURE TO EXISTING ROUGH-IN

6. CONNECT NEW FIXTURE TO NEW ROUGH-IN AND REWORKED PLUMBING AS

SHOWN

PLUMBING KEY NOTES

1/4" = 1'-0"1 Men's RR 700 Demo Plan

1/4" = 1'-0"2 Men's RR 700 Waste/Vent Plan 1/4" = 1'-0"3 Men's RR 700 Water Plan

Q

S-2

4" SS

4" S

S 4"

S S

FD/FCO ETR

CONNECT NEW WASTE INTO EXISTING

PIPE. SAWCUT AND PATCH FLOOR.

VERIFY LOCATION IN FIELD

CONNECT VENT INTO EXISTING

VENT BRANCH. VERIFY

LOCATION IN FIELD

1 1/2" V

2" V

ETR

Q

S-2

VLV

VLV

3/4" DCW

WA

WA

UP TO FIRST FLOOR. CONNECT

TO EXISTING WATER PIPES.

VERIFY LOCATION IN FIELD

CREATE HW LOOP FOR HOT WATER CIRCULATION.

ADD BALL VALVE INBETWEEN NEW CONNECTIONS

ON FIRST FLOOR

3/4" DHW

kuenyarch.com ©2020 Kueny Architects L.L.C. - All Rights Reserved

PLAN NORTH

SCALE: As indicated

P200Kenosha County - PSB Joint Service Restroom

01-04-2024

Plumbing Schedules & Details & Grooming Station Plans

1000 55th St, Kenosha, WI 53140

1. PC TO COORDINATE WITH GC FOR REMOVAL AND

REPLACEMENT OF ALL WALL, FLOOR, AND OTHER

FINISHES INVOLVED WITH THE DEMOLISION OR

REPLACEMENT OF PLUMBING FIXTURES, PARTS, AND

ACCESSORIES

2. PC SHALL BE RESPONSIBLE FOR ALL SAW CUTTING

OF FLOORS AND REPLACEMENT OF NEW FLOORING.

COORDINATE WITH GC AND ARCHITECT

3. EXISTING PIPES SHOWN ON PLAN ARE ASSUMPTIONS

BASED ON BEST AVAILABLE PLANS. PC SHALL FIELD

VERIFY ALL SIZES AND LOCATIONS. ANY

DISCREPANCIES SHALL BE REPORTED TO ARCH AND

ENGINEER

4. NEW URINALS TO BE WALL MOUNT STYLE. PC SHALL

BE RESPONSIBLE FOR INSTALLNG NEW CHAIR

CARRIER IN EXISTING WALL. PC SHALL PROVIDE

NEW VENTING IF EXISTING VENTING IS NOT

REUSABLE. PC SHALL BE RESPONSIBLE FOR

DEMOLITION AND REPLACEMENT OF ALL WALL,

FLOOR, AND CEILING FINISHES. COORDINATE WITH

GC & ARCH

5. PC TO ADJUST HEIGHT OF CW CONNECTIONS IN ALL

CHASE WALLS FOR NEW FLUSHOMETERS. PC SHALL

BE RESPONSIBLE FOR ANY DEMOLITION AND

REPLACEMENT OF WALL FINISHES.

6. IT IS ASSUMED THERE IS A HOT WATER RETURN PIPE

IN THE EXISTING BUILDING. PC TO FIELD VERIFY

PRESENCE AND LOCATION OF HOT WATER RETURN

SYSTEM

7. PC SHALL BE RESPONSIBLE FOR REPLACING ALL

CHAIR CARRIERS FOR WALL MOUNT WATER CLOSETS

AND URINALS

PLUMBING GENERAL NOTES

GENERAL PLUMBING NOTES (COPPER)

1. THE PLUMBING SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITH THE INTENT AND SPRIT OF THAT INDICATED BY THESE DRAWINGS. WORK OR MATERIALS NOT

SHOWN BY THE DRAWINGS, BUT NECESSARY TO COMPLETE THE SYSTEM, SHALL BE INCLUDED AT NO ADDITIONAL COST. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING SYSTEM REQUIREMENTS INCLUDING FIXTURES, WASTE, VENT, GAS AND WATER PIPE, ACCESSORIES, CUTTING AND PATCHING, ETC.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND MAKE ADJUSTMENTS TO AVOID CONFLICT. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY

ISSUES.

3. THE PLUMBING SUBCONTRACTOR SHALL VERIFY PLACEMENT OF ALL FIXTURES, EXISTING PIPE, MECHANICAL EQUIPMENT, AND RELATED WITH ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS AND TRADES BEFORE ROUGHING IN.

4. MINOR VARIATION IN PIPING TO AVOID CONFLICT WILL BE ACCEPTED. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY ISSUES.

5. IF DEMOLITION OF EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN IS REQUIRED, COORDINATE RESTORATION OF DISTURBED FINISH WORK (E.G. FLOOR SLAB, FLOOR FINISHES, ETC.) WITH GC.

6. LOCATIONS OF EXISTING PIPE INDICATED ON THIS DRAWING ARE BASED ON RECORDS WHICH MAY BE INACCURATE. THE PLUMBING SUBCONTRACTOR SHALL FIELD VERIFY ADJUST IF

REQUIRED, AT NO ADDITIONAL COST.

7. FIELD VERIFY EXISTING WASTE PIPE INVERTS AND ADEQUACY OF NEW WASTE PIPE FALL. NOTIFY ENGINEER IN WRITING IF CONFLICTS EXIST.

8. ALL MATERIALS WILL BE NEW AND IN NEW CONDITION.

9. THE PLUMBING SUBCONTRACTOR SHALL PREPARE A SUBMITTAL PACKAGE WHICH DETAILS PROPOSED EQUIPMENT (FIVE COPIES). AT MINIMUM THE SUBMITTAL PACKAGE WILL CONTAIN DETAILED DATA ON PLUMBING FIXTURES, VALVES, DEVICES AND ACCESSORIES. EQUAL EQUIPMENT TO THAT SPECIFIED WILL BE CONSIDERED IF PERFORMANCE, APPEARANCE, SERVICEABILITY AND QUALITY ARE JUDGED BY THE ENGINEER AND/OR ARCHITECT TO BE EQUAL OR BETTER.

10. ALL WORK SHALL COMPLY WITH COGNIZANT CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND APPLICABLE CODES.

11. WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE REQUESTED BY THE CONTRACTOR. SUCH AN INSPECTION SHALL NOT BE CONDUCTED ON

INCOMPLETE OR NON-OPERATIONAL SYSTEMS.

12. UPON COMPLETION OF WORK, SUBMIT FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS, AS BUILT DRAWINGS, GUARANTIES AND WARRANTIES. AT MINIMUM, THE CONTRACTOR WILL WARRANTY ALL WORK, EQUIPMENT AND MATERIALS FOR ONE YEAR PAST BENEFICIAL OCCUPANCY OR SUBSTANTIAL COMPLETION.

13. SUPPORT ALL PIPE PER CODE WITH CLEVIS HANGERS, UNISTRUT OR SIMILAR. PLUMBERS TAPE WILL NOT BE ACCEPTED. CLEVISES FOR WATER PIPE SHALL BE COPPER.

14. INSULATE ALL WATER PIPE WITH FIBERGLASS PREFORMED PIPE INSULATION AND ALL PURPOSE JACKET. 1"THICK 4 PCF FOR 1/2" - 1-3/4" PIPE SIZE, 1-1/2" THICK FOR 1-1/2" AND LARGER

PIPE. KNAUF OR EQUAL.

15. ALL WATER VALVES SHALL BE 2-PIECE BALL VALVES, BRONZE BODY, SS BALL. GAS VALVES SHALL BE STEEL COCKS, RATED FOR GAS SERVICE. STOCKHAM OR EQUAL. INSTALL A UNION

WITH EACH VALVE.

16 ABOVE FLOOR PLUMBING MATERIALS:

WATER PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW.

WASTE/VENT PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW.

17 BELOW GROUND PLUMBING MATERIALS:

WATER PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW.

WASTE/VENT PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW WITH BELL AND SPIGOT PLACED IN A CLEAN SAND BED.

MINIMUM UNDERGROUND BUILDING DRAIN SIZE IS TO BE 4".

18 MINIMUM BUILDING SEWER SIZE IS TO BE 6".

19 COLORED PRIMER AND COLORED GLUE SHALL BE USED ON ALL PVC PIPING OR A STACK TEST SHALL BE PERFORMED

20 NO PVC WASTE OR VENT PIPING MAY BE INSTALLED IN A PLENUM CEILING.

21 NO WATER PIPES TO BE INSTALLED IN ATTIC OR OTHER UNCONDITIONED SPACES.

PLUMBING FIXTURE SCHEDULE

Mark Specifications

FCO-1 WATTS FLOOR 4" CLEANOUT WITH ROUND TOP. EPOXY COATED CAST IRON FINISH. WATTS CO200R

FD-1 JR SMITH M/N 2010A. SQUARE NI-BR TOP. 4" TRAP. INCLUDE TRAP GUARD.

FD-2 JR SMITH M/N 2010A. SQUARE NI-BR TOP. 2" TRAP. INCLUDE TRAP GUARD.

HB-1 EXPOSED, ANTI-SIPHON WALL FAUCET, ZURN MODEL Z1341, COMPLETE WITH Z1399-VB EXTERNAL VACUUM BREAKER, ROUGH BRONZE EXTERIOR AND 3/4" HOSE

CONNECTION

S-1 KOHLER VISTREOUS CHINA UNDERMOUNT ADA LAVATORY MODEL K-2882 "VERTICYL" 17.25x13" WITH SLOAN OPTIMA BATTERY SENSOR ACTIVATED FAUCET SF-2150 CENTERSET WATER SENSE LISTED. INCLUDE JR SMITH CARRIER. 1-1/4" H.C. STYLE TAILPIECE WITH GRID STRAINER. 17 GA C.P. P-TRAP. TWO 1/2" ANGLE SUPPLIES/STOPS. TRUBRO HC INSULATION. TOP OF RIM 33" AFF. INCLUDE UNDER SINK ASSE TEMPER VLV, WATTS USG-B OR EQ, SET AT 110F

S-2 MIDMARK 48" ADJUSTABLE HEIGHT GROOMING TUB WITH BACKSPLASH AND RIGHT RAMP. INCLUDE TIE-DOWN RAIL SYSTEM. INCLUDE T&S DECK MOUNTED PET GROOMING PRE-RINSE FAUCET WITH 8" CENTERS, ANGLED SPRAY VALVE, MODEL P3-8DOSN06PZLXA. 1-1/2" H.C. STYLE TAILPIECE. TWO 1/2" ANGLE

SUPPLIES/STOPS. TRUEBRO HC INSULATION ON HW PIPE.

SHR-1 54" X 31" FREEDOM SHOWER MODEL APF5430BF5P. INCLUDE GRAB BARS, SHOWER DRAIN. SHOWER HEAD AND MIXING VALVE TO BE ADA COMPLIANT. INCLUDE SHOWER VALVE,TRIM. ORDER WITH WATTS POWERS E707K106YO FAUCET WITH THERMOSTATIC MIXING AND PRESSURE BALANCING VALVE.

U-1 WALL MOUNTED. VITREOUS CHINA, 3/4" INLET TOP SPUD URINAL. AMERICAN STANDARD "WASHBROOK" 6590.001. FURNISH AND INSTALL WITH BATTERY POWERED SLOAN 186 - 0.5 HEU SFSM DFB SIDE MOUNT SENSOR FLUSH VALVE 0.5 GPF WITH TRUE MECHANICAL OVERRIDE FLUSH AND DUAL FILTERED BYPASS DIAPHRAGM.

INCLUDE URINAL CARRIER JR SMITH MODEL #0609 OR EQUAL. TOP OF FRONT RIM TO BE 24" AFF

U-1H AMERICAN STANDARD "WASHBROOK" 6590.001 WALL MOUNTED. VITREOUS CHINA, 3/4" INLET TOP SPUD URINAL. FURNISH AND INSTALL WITH BATTERY POWERED SLOAN 186 - 0.5 HEU SFSM DFB SIDE MOUNT SENSOR FLUSH VALVE 0.5 GPF WITH TRUE MECHANICAL OVERRIDE FLUSH AND DUAL FILTERED BYPASS DIAPHRAGM.

INCLUDE URINAL CARRIER JR SMITH MODEL #0609 OR EQUAL. TOP OF FRONT RIM TO BE 15 1/4" AFF.

WC-1 WALL MOUNT, ELONGATED BOWL, FLUSH VALVE WATER CLOSET. AMERICAN STANDARD "AFWALL" 3351.101. INCLUDE BATTERY POWERED SLOAN FLUSHOMETER 111-1.28 SFSM DFB SIDE MOUNT FLUSH VALVE SENSOR 1.28 GPF WITH TRUE MECHANICAL OVERRIDE FLUSH AND DUAL FILTERED BYPASS DIAPHRAGM. INCLUDE CHAIR CARRIER JR SMITH MODEL #210. BEMIS SOLID PLASTIC ANTIBACTERIAL OPEN FRONT SEAT. TOP OF SEAT X" AFF.

WC-1H WALL MOUNT, ELONGATED BOWL, FLUSH VALVE WATER CLOSET. AMERICAN STANDARD "AFWALL" 3351.101. INCLUDE BATTERY POWERED SLOAN FLUSHOMETER 111-1.28 SFSM DFB SIDE MOUNT FLUSH VALVE SENSOR 1.28 GPF WITH TRUE MECHANICAL OVERRIDE FLUSH AND DUAL FILTERED BYPASS DIAPHRAGM. INCLUDE CHAIR CARRIER JR SMITH MODEL #210. BEMIS SOLID PLASTIC ANTIBACTERIAL OPEN FRONT SEAT. TOP OF SEAT X" AFF.

1/4" = 1'-0"2 Grooming Station Plumbing Plan - Waste/Vent 1/4" = 1'-0"3 Grooming Station Plumbing Plan - Water

Pipe Accessory Schedule

Type Mark Type Comments

VLV MANUAL BALL VALVE. SIZE TO MATCH PIPE

WA WATER HAMMER ARRESTOR. WATTS LF15M2