Paint Shop and Spray Room Drawings.pdf

PDF 5 MB Posted

Attached to
Paint Shop and Spray Room Construction
Solicitation number
24-350SOS-SOS35-B-37577
Issued by
St. Clair County, Illinois

About this file

This document is an Invitation for Bid (IFB) from the Illinois Secretary of State for the renovation of an existing pre-engineered metal building to convert it into a maintenance paint and finishing shop. The project is located at 315 N. Klein Street in Springfield, Illinois. The work includes demolition, new construction, mechanical, electrical, and plumbing systems. No quantities are provided, but the full scope of work is detailed in the attached drawings and project manual. The bid is due on April 26, 2023. No site visit or bidder's conference is indicated. The contract award date is not specified. The contract term is not provided.

The IFB does not include any details on pricing terms, set asides, incumbents, funding requirements or sources, or other salient financial information. The document indicates this is a design-build contract, so the contractor will be responsible for providing a fully code compliant and coordinated system as part of the bid.

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Other files

File Type Posted
Limbaugh Notice of Award For BidBuy.pdf PDF
Paint Shop Addenda No. 1~1.pdf PDF
Project Manual Paint Shop and Spray Room.pdf PDF
Paint Shop Addenda No. 2.pdf PDF
Paint Shop and Spray Room IFB.docx DOCX document

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Text version

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

D R e v it P ro je c ts

\R E

V

IT

\2

-0

H \2

-0

H

.r v t

TITLE SHEET AND LOCATION PLANSECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

BPC JEL G0.0

INDEX OF DRAWINGS

STATE LOCATION PLAN

KANKAKEE

VERMILION

LAWRENCE

PIATT

MORGAN

GREENE

MONROE

C A L H O U N

JERSEY

SCOTT

PIKE

BROWN

JEFFERSON

FRANKLIN

WILLIAMSON

JOHNSON

A L E X A N D E R

PULASKI

UNION

WASHINGTON

RANDOLPH PERRY

JACKSON

HARDIN

MASSAC

POPE

GALLATIN

WHITEHAMILTON

SALINE

WAYNE

WABASH

EDWARDS

MACON

SHELBY

MARION

MONTGOMERY

MADISON

ST CLAIR

BOND

CLINTON

FAYETTE

SANGAMON

MACOUPIN

CASS

MENARD

CHRISTIAN

JASPER

CUMBERLAND

CLAY

EFFINGHAM

RICHLAND

CRAWFORD

DOUGLAS

COLES

MOULTRIES

EDGAR

CLARK

HANCOCK

ADAMS

SCHUYLER

McDONOUGH

SON

HENDER-

MERCER

WARREN

ROCK ISLAND

LA SALLE

DE WITT

PEORIA

MASON

FULTON

LOGAN

TAZEWELL

WOODFORD

BUREAU

KNOX STARK

HENRY

MARSHALL

PUTNAM

IROQUOIS

FORD

CHAMPAIGN

McLEAN

GRUNDY

KENDALL

LIVINGSTON

WILL

WINNEBAGOSTEPHENSON

WHITESIDE

JO DAVIESS

CARROLL

LEE

OGLE

McHENRY

DE KALB

BOONE

KANE

DUPAGE

LAKE

COOK

CHICAGO

ST. LOUIS

SPRINGFIELD

NO SCALE

N

TITLE SHEET & LOCATION PLAN

DEMOLITION PLAN

HEALTH/ LIFE SAFETY PLAN

FLOOR PLAN

REFLECTED CEILING PLAN

WALL SECTIONS

DOOR SCHEDULE, ELEVATIONS, AND DETAILS

PLUMBING SYMBOLS, NOTES, ABBREVIATIONS, SCHEDULES AND DETAILS

PLUMBING DEMOLITION AND NEW WORK

PLUMBING SITE UTILITIES

PLUMBING DETAILS AND SCHEMATICS

FIRE PROTECTION DETAILS AND NOTES

FIRE PROTECTION FLOOR PLAN

MECHANICAL SYMBOLS AND DETAILS

MECHANICAL FLOOR PLAN

MECHANICAL SCHEDULES

MECHANICAL FLOOR PLANS

ELECTRICAL SYMBOLS AND ABBREVIATIONS

ELECTRICAL SITE PLAN

FIRST FLOOR ELECTRICAL DEMOLITION PLAN

FIRST FLOOR LIGHTING PLAN

FIRST FLOOR POWER PLAN

FIRST FLOOR SYSTEMS PLAN

ELECTRICAL ONE-LINE DIAGRAM

ELECTRICAL SCHEDULES

ELECTRICAL DETAILS

ELECTRICAL DETAILS

G0.0 D1.0 A0.0 A1.0 A2.0 A3.0 A4.0 P0.0 P1.0 P1.1 P2.0 F0.0 F1.0 M0.0

DM1.0

M0.1 M1.0 E0.0 E1.0

DE1.0

E2.0 E3.0 E4.0 E5.0 E6.0 E7.0 E7.1

SECRETARY OF STATE PAINT

SHOP & SPRAY ROOM

BUILDING LOCATION PLAN

NO SCALE

N

FOR:

SECRETARY OF STATE JOB NO. 22.09

APPLICABLE CODES:

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL FUEL GAS CODE

2018 ILLINOIS ENERGY CONSERVATION CODE

2014 ILLINOIS STATE PLUMBING CODE

2020 NATIONAL ELECTRICAL CODE

2012 INTERNATION FUEL GAS CODE

2006 FIRE CODE

316 NORTH KLEIN STREET

SPRINGFIELD, ILLINOIS 62702

316 NORTH KLEIN STREET

(AREA OF WORK)

ENGINEER

RTM ENGINEERING CONSULTANTS LLC,

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, ILLINOIS 62220

PHONE: (618) 277-5200

FAX: (618) 277-5227

CONTACT JIM LABLANCE

SEISMIC:

SITE CLASS D

OCCUPANCY CATAGORY II

DESIGN CATAGORY C

IMPORTANCE FACTOR 1.0

MAPPED SPECTRAL ACCELERATION AT SHORT PERIODS SS: 0.31

MAPPED SPECTRAL ACCELERATION AT 1-SECOND S1: 0.12

DESIGN SPECTRAL ACCELERATION AT SHORT PERIODS SDS: 0.25

DESIGN SPECTRAL ACCELERATION AT 1 SECOND SD1: 0.17

ARCHITECT

WHITE AND BORGOGNONI ARCHITECTS, P.C.

212 NORTH ILLINOIS AVENUE

CARBONDALE, ILLINOIS 62901-1452

PHONE: (618) 529-3691

ILLINOIS STATE CAPITAL BUILDING

(NO WORK)

E. MADISON ST.

E. MASON ST.

SIGNED 04/26/2023

LICENSE EXPIRES 11/30/23

SIGNED 04/26/2023

LICENSE EXPIRES 11/30/23

SIGNED 04/26/2023

LICENSE EXPIRES 11/30/23

ssatterlee Stamp

FD

FDFD

FDFD

070707

19 21

OVERLAP

4" MIN

1'

4"

MIN

6"

MIN

6"VARIES

PROVIDE NEW 4" CONCRETE

SLAB REINFORCED WITH #4

REBAR @ 16" O.C. IN 15 MIL POLY

VAPOR BARRIER ON

COMPACTED AGGREGATE

INFILL. COORDINATE WITH

PLUMBING DRAWINGS - TYPICAL.

PLAN VIEW

OVERLAP

4" MIN

MIN

6"

MIN

6"

VARIES

SECTION

PROVIDE 15 MIL POLY

VAPOR BARRIER.

EXISTING CONCRETE SLAB

TO REMAIN - TYPICAL.

EXISTING CONCRETE SLAB

TO REMAIN - TYPICAL.

SEE PLUMBING DRAWINGS FOR

UNDERSLAB BACKFILL DETAIL.

PROVIDE #4 REBAR.

DOWEL INTO EXISTING

CONCRETE SLAB,

STAGGER, AND TIE

TOGETHER @ 16 O.C.

212 North Illinois Avenue Carbondale, Illinois 62901-1452 Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 23 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C. 316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

T

CETIHCRADESNE

CI

OFETATS

ILLI

I

NO

SEXP.

L VAN V.

VOYLES

001-012444

/21

/20

11/30/24

DEMOLITION PLANSECRETARY OF STATE PAINT SHOP AND

SPRAY ROOM

22.09

04-21-2023

CIM VVV D1.0

D1.0

1 DEMOLITION PLAN

0' 2' 4' 8'

SCALE: 1/4" = 1-0'

N

KEYNOTE LEGEND

MARK KEYNOTE TEXT

03 REMOVE EXISTING DOOR, FRAME, AND HARDWARE.

06 REMOVE EXISTING EXHAUST FAN AND HOOD. SEE MEP DRAWINGS.

07 REMOVE EXISTING CONTROL EQUIPMENT. SEE MEP DRAWINGS.

08 REMOVE EXISTING EXHAUST FAN LOUVERS. SEE MEP DRAWINGS.

14 REMOVE PORTION OF EXISTING 8" CMU PARTITION TO INSTALL NEW

DOOR AND FRAME.

19 SAW-CUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE SLAB.

EXCAVATE AS REQUIRED TO REMOVE EXISTING AND PROVIDE NEW

PLUMBING. PROVIDE NEW FILL AND CONCRETE SLAB, SEE DETAIL

2/D1.0. COORIDINATE WITH PLUMBING DRAWINGS.

21 REMOVE PORTION OF EXISTING EXTERIOR WALL INCLUDING EXTERIOR

METAL SIDING, INSULATION, AND INTERIOR METAL SIDING PANEL,

COORDINATE WITH NEW CONSTRUCTION.

D1.0

2 CONCRETE SLAB INFILL DETAIL

0'6"1' 6" 1'

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

3"9"

WHITE & BORGOGNONI ARCHITECTS, P.C. ILLINOIS LICENSED PROFESSIONAL SERVICE CORPORATION #184.003602

CONTRACTOR SHALL OBTAIN AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND BE FULLY REPSPONSIBLE FOR THE SAME.

FDFD

FDFD

SUPPLY PLENUM

DROP OFF / PREP

EXHAUST PLENUM

OFFICE

STORAGE /

COMPRESSOR

TOILET

MECHANICAL

ROOM

DRYING / PICK UP

PAINT ROOM

101.2

102.3

101.1

100.2

100.1

C/O

451 GSF

÷ 100 GSF/OCCUPANTS

= 5 OCCUPANTS

524 GSF

÷ 100 GSF/OCCUPANTS

= 6 OCCUPANTS

61 GSF

÷ 100 GSF/OCC.

= 1 OCC.

178 GSF

÷ 100 GSF/OCCUPANTS

= 2 OCCUPANTS

208 GSF

÷ 100 GSF/OCCUPANTS

= 3 OCCUPANTS

811 GSF

÷ 100 GSF/OCCUPANTS

= 9 OCCUPANTS

MAX. EXIT ACCESS TRAVEL DISTANCE

=98' - 0" (250' ALLOWABLE)

FE

FE

FE

102.1

102.2

MAX. EXIT ACCESS TRAVEL DISTANCE

=98' - 0" (250' ALLOWABLE)

Room name

ROOM NAME - SEE ROOM FINISH SCHEDULE

ROOM NUMBER - SEE ROOM FINISH SCHEDULE

DOOR NUMBER - SEE DOOR SCHEDULE

WALL MOUNT FIRE EXTINGUISHER (FURNISHED

AND INSTALLED BY OWNER. SEE DETAIL 2/A1.0.

FE

1 HR FIRE RATED ASSEMBLY.

SEE PARTITION TYPES, SHEET A1.0

2 HR FIRE RATED ASSEMBLY.

SEE PARTITION TYPES, SHEET A1.0

212 North Illinois Avenue Carbondale, Illinois 62901-1452 Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 23 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C. 316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

T

CETIHCRADESNE

CI

OFETATS

ILLI

I

NO

SEXP.

L VAN V.

VOYLES

001-012444

/21

/20

11/30/24

HEALTH/LIFE SAFETY PLANSECRETARY OF STATE PAINT SHOP AND

SPRAY ROOM

22.09

04-21-2023

CIM VVV A0.0

0' 2' 4' 8'

SCALE: 1/4" = 1-0'

NA0.0

1 HEALTH/LIFE SAFETY PLAN

APPLICABLE CODES

BUILDING SUMMARY

KEY

INTERNATIONAL BUILDING CODE 2018

INTERNATIONAL FIRE CODE 2018

NATIONAL FIRE PROTECTION ASSOCIATION 33

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 1926.66

IBC CONSTRUCTION TYPE: TYPE IIIB

IBC USE GROUP OCCUPANCY:

GROUP F-1 (MODERATE HAZARD FACTORY, INDUSTRIAL)

ALLOWABLE BUILDING AREA (SF/FLOOR):

40,000 SF, 2,422 SF ACTUAL

ALLOWABLE BUILDING HEIGHT:

75 FEET, 18 FT. ACTUAL

3 STORIES, 1 ACTUAL

NOTE: ALL DOORS AND CORRIDORS

EASILY EXCEED REQUIRED EXIT CAPACITY.

CONTRACTOR SHALL OBTAIN AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND BE FULLY REPSPONSIBLE FOR THE SAME.

FDFD

FDFD

SUPPLY PLENUM

DROP OFF / PREP

EXHAUST PLENUM

OFFICE

STORAGE /

COMPRESSOR

TOILET

MECHANICAL

ROOM

DRYING / PICK UP

PAINT ROOM

A3.0

101.2

102.3

101.1

100.2

100.1

A

F A

A

A

A

F

CO

7/

8"

7/ 8"

9'

3/

8"

7/ 8"

5'

/8

1/

4"

5/ 8" 6"

3 3/4" 3 5/8"12' - 2 1/8"

3 3/4" 1' - 6"3' - 0"12' - 11 7/8"4 7/8"6' - 4 1/8"

3 5/8" 4 1/4"

3'

3/

8"

1/ 4"

/8

1/

4" 3'

3/ 8"

A2.0

A3.0

FE

B

B

D

B

B

C

143 141A2.03

A3.0

11' - 8 3/4"

/8

11' - 8 3/4"8 1/2"8' - 10 1/8"4 7/8"15' - 7 3/4"

E

E

EXG

CMU

102.1

ACTIVE LEAF

A3.0

C

102.2

FE

FE

C

171171

172 172

A3.0

3'

8"

C

B

PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD, FINISHED AND PAINTED.

PROVIDE NEW ACOUSTICAL BATT INSULATION.

PROVIDE NEW 3-5/8" METAL STUDS AT 1'-4" O.C. (MAX.)

PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD, FINISHED AND PAINTED.

7/

8"

5/ 8"

5/

8" 5/

8"

UL DESIGN U419 (1 hr. Rated)

3' -6

" T O

T O

P O

F

EX

TI

N

G U

IS

H

ER

AT

B R

AC

KE

T M

O U

N

TE

D T

YP

E

SURFACE

MOUNTED FIRE

EXTINGUISHER

BRACKET.

Room name

KEY

ROOM NAME - SEE ROOM FINISH SCHEDULE

ROOM NUMBER - SEE ROOM FINISH SCHEDULE

DOOR NUMBER - SEE DOOR SCHEDULE

PARTITION TYPE. SEE SHEET A1.0

DETAIL NUMBER

SHEET NUMBER

WALL MOUNT FIRE EXTINGUISHER (FURNISHED

AND INSTALLED BY OWNER. SEE DETAIL 2/A1.0.

A

FE

A1.0

SIM

CO PLUMBING CLEANOUT.

FD FLOOR DRAIN.

PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD, FINISHED AND PAINTED.

PROVIDE NEW 3-5/8" METAL STUDS AT 1'-4" O.C. (MAX.)

1/

4"

5/ 8"

5/ 8"

EXISTING WALL TO REMAIN.

PROVIDE NEW 5/8" TYPE 'X'

GYPSUM BOARD.

6"

1"1 1/

2" 5/

8" 5/

8"

5/

8"

5/ 8"

EXISTING WALL TO REMAIN.

PROVIDE NEW 1" GYPSUM LINER

PANEL.

PROVIDE NEW 2 1/2" C-H STUDS,

24" OC.

PROVIDE NEW STEEL PANEL ADHERED

TO GYPSUM BOARD.

UL DESIGN U415 System B (2 hr. Rated)

PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD.

PROVIDE NEW 3-5/8" METAL STUDS AT 1'-4" O.C. (MAX.)

PAINT ROOM 102

PROVIDE (2) NEW 5/8" TYPE 'X'

GYPSUM BOARD.

PROVIDE NEW 1" GYPSUM LINER PANEL.

PROVIDE NEW 2 1/2" C-H STUDS, 24" OC.

5/ 8"

5/ 8"

1/

2" 1"

UL DESIGN U415 System B (2 hr. Rated)

PROVIDE (2) NEW 5/8" TYPE 'X' GYPSUM BOARD.

PROVIDE NEW ACOUSTICAL BATT INSULATION.

PROVIDE NEW 6" METAL STUDS AT 1'-4" O.C. (MAX.)

PROVIDE (2) NEW 5/8" TYPE 'X' GYPSUM BOARD, FINISHED AND PAINTED.

1/

2" 5/

8" 5/

8" 6"

5/ 8"

5/ 8"

UL DESIGN U419 (2 hr. Rated)

PROVIDE NEW STEEL PANEL ADHERED

TO GYPSUM BOARD.

PAINT ROOM 102

SYMBOL / LOCATION SIGNAGE TYPETEXT / GRAPHICS

ADJACENT TO

DOOR

INDICATED ON

PLAN, 5'-0"

ABOVE FLOOR

TO C OF SIGN

L

9 1/2" HIGH X 7" WIDE

PLASTIC SIGN WITH

GRADE 2 BRAILLE, AND

5/8" MIN. HIGH CAPITAL

LETTERS RAISED 1/32".

PICTOGRAM(S) AS

SHOWN (MIN.)

(SEE SPECIFICATION 10 14 01)

STORAGE

3" HIGH X 8" WIDE

PLASTIC SIGN WITH GRADE 2

BRAILLE, AND 5/8" MIN. HIGH

CAPITAL LETTERS RAISED

1/32".

PROVIDE ROOM NUMBER PER

FLOOR PLAN

ADJACENT TO

DOOR, 5'-0"

ABOVE FLOOR

TO TOP OF SIGN

OFFICE

3" HIGH X 8" WIDE

PLASTIC SIGN WITH GRADE 2

BRAILLE, AND 5/8" MIN. HIGH

CAPITAL LETTERS RAISED

1/32".

PROVIDE ROOM NUMBER PER

FLOOR PLAN

ADJACENT TO

DOOR, 5'-0"

ABOVE FLOOR

TO TOP OF SIGN

MECHANICAL

3" HIGH X 8" WIDE

PLASTIC SIGN WITH GRADE 2

BRAILLE, AND 5/8" MIN. HIGH

CAPITAL LETTERS RAISED

1/32".

PROVIDE ROOM NUMBER PER

FLOOR PLAN

ADJACENT TO

DOOR, 5'-0"

ABOVE FLOOR

TO TOP OF SIGN

GENDER NEUTRAL

RESTROOM

SIGNAGE SCHEDULE

PAINT ROOM

3" HIGH X 8" WIDE

PLASTIC SIGN WITH GRADE 2

BRAILLE, AND 5/8" MIN. HIGH

CAPITAL LETTERS RAISED

1/32".

PROVIDE ROOM NUMBER PER

FLOOR PLAN

ADJACENT TO

DOOR, 5'-0"

ABOVE FLOOR

TO TOP OF SIGN

PAINT ROOM 102

PROVIDE NEW STEEL PANEL ADHERED TO GYPSUM BOARD.

PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD

PROVIDE NEW 3-5/8" METAL

STUDS AT 1'-4" O.C. (MAX.)

5/

8" 5/

8"

A1.0

1 FLOOR PLAN

212 North Illinois Avenue Carbondale, Illinois 62901-1452 Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 23 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C. 316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

T

CETIHCRADESNE

CI

OFETATS

ILLI

I

NO

SEXP.

L VAN V.

VOYLES

001-012444

/21

/20

11/30/24

FLOOR PLANSECRETARY OF STATE PAINT SHOP AND

SPRAY ROOM

22.09

04-21-2023

CIM VVV A1.0

0' 2' 4' 8'

SCALE: 1/4" = 1-0'

Room Finish Schedule

Room Number Room Name Flooring Base

Walls Fire Rating RemarksNorth East South West

100 DROP OFF / PREP EXG CONCRETE EXG PAINT EXG EXG EXG EXG ---

101 DRYING / PICK UP EXG CONCRETE EXG / VINYL EXG PTD GYP PTD GYP / PAINT EXG PTD GYP --- 102 PAINT ROOM EXG CONCRETE NONE METAL PANEL METAL PANEL METAL PANEL METAL PANEL 2 HR

103 OFFICE EXG CONCRETE VINYL PTD GYP PTD GYP PTD GYP PTD GYP ---

104 STORAGE / COMPRESSOR EXG CONCRETE VINYL PTD GYP PTD GYP PTD GYP PTD GYP 1 HR

105 TOILET EXG CONCRETE VINYL PTD GYP PTD GYP PTD GYP PTD GYP ---

106 MECHANICAL ROOM EXG CONCRETE VINYL PTD GYP PTD GYP PTD GYP PTD GYP 1 HR

A1.0

2 FIRE EXTINGUISHER DETAIL (BY OWNER)

N

WALL TYPE C

WALL TYPE D

WALL TYPE B

WALL TYPE A

KEYNOTE LEGEND

MARK KEYNOTE TEXT

140 EMERGENCY EYE WASH STATION - SEE PLUMBING DRAWINGS.

141 DRYING RACK - BY OWNER.

142 NEW PLUMBING FIXTURE, SEE PLUMBING DRAWINGS.

143 WORKBENCH - BY OWNER.

144 UPPER WALL CABINETS - BY OWNER.

165 ADJUST HINGES AND/OR LOCKSET SO THAT DOOR OPERATES

AND CLOSES PROPERLY.

171 FLAMMABLES CABINET - BY OWNER.

172 SEAL TOP OF WALL TO DECK.

189 PROVIDE NEW REINFORCED CONCRETE SLAB. 1/4" PER 12" MAX

SLOPE. SUPPORT REIFORCING ON CHAIRS. DOWEL TO EXISTING

SLAB BELOW. WIDTH OF SLAB TO BE WIDTH OF DOOR (MIN.),

DEPTH TO BE 3'-8" FROM DOOR THRESHOLD.

WALL TYPE E

0'6"1' 6" 1'

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

3"9"

WALL TYPE F

CONTRACTOR SHALL OBTAIN AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND BE FULLY REPSPONSIBLE FOR THE SAME.

MECHANICAL

ROOM

GYP BD

9' - 0"

TOILET

GYP BD

9' - 0"

STORAGE /

COMPRESSOR

GYP BD

9' - 0"

OFFICE

GYP BD

9' - 0"

DROP OFF / PREP

EXPOSED

STRUCTURE

PAINT ROOM

METAL PANEL

10' - 0"

DRYING / PICK UP

EXPOSED

STRUCTURE

1'

3/

8" 2'

1"

4'

3" 1'

6"

A2.03

9'

0"

903903

9'

0"

906 906

903903

9'

0"

PAINT ROOM

KEY

ROOM NAME - SEE ROOM FINISH SCHEDULE

ROOM NUMBER - SEE ROOM FINISH SCHEDULE

METAL PANEL

10' - 0"

CEILING MATERIAL / FINISH

CEILING HEIGHT

EXHAUST FAN - SEE MEP DRAWINGS

FAN COIL UNIT - SEE MEP DRAWINGS

LIGHT FIXTURE - SEE MEP DRAWINGS

GYPSUM BOARD

METAL PANELING

1 HR FIRE RATED ASSEMBLY.

SEE PARTITION TYPES, SHEET A1.0

2 HR FIRE RATED ASSEMBLY.

SEE PARTITION TYPES, SHEET A1.0

ABBREVIATIONS

METAL PANEL

GYP BD

EXPOSED

STRUCTURE

METAL INTERIOR WALL AND CEILING PANEL

SYSTEMS - SEE SPECS

5/8" TYPE X GYPSUM BOARD.

FINISHED AND PAINTED. - SEE SPECS

EXPOSED STRUCTURE, INSULATION, AND MEP.

212 North Illinois Avenue Carbondale, Illinois 62901-1452 Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 23 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C. 316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

T

CETIHCRADESNE

CI

OFETATS

ILLI

I

NO

SEXP.

L VAN V.

VOYLES

001-012444

/21

/20

11/30/24

REFLECTED CEILING PLANSECRETARY OF STATE PAINT SHOP AND

SPRAY ROOM

22.09

04-21-2023

CIM VVV A2.0

0' 2' 4' 8'

SCALE: 1/4" = 1-0'

NA2.0

1 REFLECTED CEILING PLAN

A2.0

5 LARGE SCALE PLAN - TOILET

0' 2' 4' 8'

SCALE: 1/2" = 1-0'

A2.0

2 TOILET INTERIOR ELEVATION

A2.0

3 TOILET INTERIOR ELEVATION

A2.0

4 TOILET INTERIOR ELEVATION

KEYNOTE LEGEND

MARK KEYNOTE TEXT

160 PROVIDE NEW VINYL BASE. SEE SPECS.

900 PROVIDE NEW 3'-0" LONG, 1-1/2" DIAMETER GRAB BAR.

MOUNT 2'-10" TO TOP FROM FINISH FLOOR, LOCATED TO

EXTEND FROM THE CENTERLINE OF THE WATER CLOSET

12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM

ON THE OTHER SIDE. SEE SPECS.

901 PROVIDE NEW 3'-6" LONG, 1-1/2" DIAMETER GRAB BAR.

MOUNT 2'-10" TO TOP FROM FINISH FLOOR, LOCATED 12

INCHES MAXIMUM FROM THE REAR WALL AND EXTENDING

54 INCHES MINIMUM FROM THE REAR WALL. SEE SPECS.

902 PROVIDE NEW SURFACE MOUNTED TWO ROLL TOILET

TISSUE DISPENSER. MOUNT 2'-0" TO C.L. FROM FINISH

FLOOR AND 2'-6" TO C.L. FROM REAR WALL. SEE SPECS.

903 PROVIDE NEW PLUMBING FIXTURE. SEE PLUMBING

DRAWINGS AND SPECS, TYPICAL.

904 PROVIDE NEW METAL FRAMED MIRROR 24" WIDE X 36"

HIGH. SEE SPECS. MOUNT 40" FROM FINISHED FLOOR

SURFACE (MAX.).

906 PROVIDE NEW TOWEL DISPENSER. MOUNT 44" TO

BOTTOM OF UNIT. SEE SPECS.

913 PROVIDE NEW SOAP DISPENSER. MOUNT 44" TO BOTTOM

OF UNIT. SEE SPECS.

0' 2' 4' 8'

SCALE: 1/2" = 1-0'

0' 2' 4' 8'

SCALE: 1/2" = 1-0'

0' 2' 4' 8'

SCALE: 1/2" = 1-0'

WHITE & BORGOGNONI ARCHITECTS, P.C. ILLINOIS LICENSED PROFESSIONAL SERVICE CORPORATION #184.003602

CONTRACTOR SHALL OBTAIN AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND BE FULLY REPSPONSIBLE FOR THE SAME.

N

6"

1" 1 1/2"

5/8"5/8"

3 5/8" 5/8"

154150

177177

181181

181181

13' - 10 1/2"113' - 5 1/2" +/-

FIELD VERIFY

10' - 5"110' - 0"

D

4 1/4" 3 5/8"

13' - 10 1/2"

0' - 5"

113' - 5 1/2" +/-

FIELD VERIFY

100' - 0"

ASSUMED

151151

181181

181181

9' - 4 7/8"109' - 0"

FIELD VERIFY

C

150150150

8 1/2"

10' - 5"110' - 0"

E

178178

177177

181181

181181

13' - 10 1/2"113' - 5 1/2" +/-

FIELD VERIFY

9' - 4 3/8"109' - 0"

C

4 1/4" 3 5/8"

A3.0

A3.0

NEW

EXG

EXTERIORINTERIOR

NEW

EXG

183111

EXTERIORINTERIOR

NEW

EXG

EXTERIORINTERIOR

187187

212 North Illinois Avenue Carbondale, Illinois 62901-1452 Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 23 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C. 316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

T

CETIHCRADESNE

CI

OFETATS

ILLI

I

NO

SEXP.

L VAN V.

VOYLES

001-012444

/21

/20

11/30/24

WALL SECTIONSSECRETARY OF STATE PAINT SHOP AND

SPRAY ROOM

22.09

04-21-2023

CIM VVV A3.0

A3.0

3 PAINT BOOTH EXT. WALL SECTION

0'6"1' 6" 1'

SCALE: 1"=1'-0"

3"9"

KEYNOTE LEGEND

MARK KEYNOTE TEXT

108 PROVIDE NEW 3-5/8" METAL STUDS AT 1'-4" O.C. MAX.

111 PROVIDE NEW BATT INSULATION BETWEEN STUDS.

131 PROVIDE NEW 8" METAL STUDS AT 1'-4" O.C. MAX.

150 PROVIDE TWO (2) NEW LAYERS OF 5/8" TYPE 'X'

GYPSUM BOARDS.

151 PROVIDE NEW 18 GA. GALVANIZED STEEL EDGE TRIM,

UNFINISHED.

152 PROVIDE NEW 18 GA. GALVANIZED SHEET STEEL,

UNFINISHED.

153 PROVIDE NEW PARTITION WALL CONSTRUCTED WITH

METAL STUDS 1'-4" ON CENTER MAXIMUM, TWO (2)

LAYERS 5/8" GYPSUM BOARD EACH SIDE, 18ga.

GALANIZED SHEET STEEL PAINT ROOM SIDE,

UNFINISHED. AND ACOUSTICAL BATT INSULATION

BETWEEN. PAINT CORRIDIR SIDE.

154 PROVIDE NEW 8" x 2" METAL STUDS, 18 GA, @ 16" O.C.

AS CEILING JOISTS. ALIGN WITH STUDS ON BEARING

WALLS.

155 PROVIDE NEW 6" METAL STUDS, 18 GA.

157 PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD.

160 PROVIDE NEW VINYL BASE. SEE SPECS.

161 PROVIDE NEW BATT INSULATION. TYP.

163 PROVIDE NEW 2 1/2" CH METAL STUDS @ 24" O.C.

164 PROVIDE NEW 1" GYPSUM LINER PANEL.

167 PROVIDE NEW HORITZONTAL BRIDGING @ 48" O.C.

(MAX.)

177 EXISTING STEEL COLUMN TO REMAIN. TYP.

178 EXISTING STEEL BEAM TO REMAIN. TYP.

179 EXISTING METAL ROOFING TO REMAIN. TYP.

180 EXISTING INSULATION SYSTEM TO REMAIN. TYP.

181 EXISTING EXTERIOR WALL TO REMAIN. TYP.

182 EXISTING METAL SIDING TO REMAIN. TYP.

183 PROVIDE NEW COLOR COATED METAL SIDING PATCH

TO MATCH EXISTING. FASTEN TO NEW METAL STUDS.

SEE SPECS. SEE DETAILS 5, 6, & 7/SHEET A3.0

184 PROVIDE NEW SEALANT AT AROUND ALL EDGES OF

NEW SIDING. SEE SPECS.

185 PROVIDE NEW COLOR COATED DRIP FLASHING. FASTEN

TO STRUCTURE BEHIND. CAULK CONTINUOUS WITH

SEALANT. SEE SPECS.

187 FASTEN EXISTING METAL SIDING TO STRUCTURE

BEHIND. PROVIDE NEW METAL STUDS AS REQUIRED.

188 PROVIDE NEW COLOR COATED SPLICING FLASHING.

194 REMOVE AND DISPOSE OF EXISTING METAL TRIM.

A3.0

1 RESTROOM EXT. WALL SECTION

0'6"1' 6" 1'

SCALE: 1"=1'-0"

3"9"

A3.0

2 PAINT BOOTH CORRIDOR WALL SECTION

0'6"1' 6" 1'

SCALE: 1"=1'-0"

3"9" A3.0

4 STORAGE/COMPRESSOR EXT. WALL SECTION

0'6"1' 6" 1'

SCALE: 1"=1'-0"

3"9"

A3.0

5 EXTERIOR WALL LOUVER INFILL PANEL - HEAD

A3.0

6 EXTERIOR WALL LOUVER INFILL PANEL - JAMB

A3.0

7 EXTERIOR WALL LOUVER INFILL PANEL - SILL

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

CONTRACTOR SHALL OBTAIN AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND BE FULLY REPSPONSIBLE FOR THE SAME.

4 7/8"

5 3/4"

2"

5/8" 3 5/8" 5/8"

4 7/8"

5 3/4"

2"

5/8" 3 3/4" 5/8"

5 3/4"

4"

NEW

EXG

7 5/8"

5 3/4"

2"

7 5/8"

NEW

EXG

3' - 0"

7'

0"

7'

0"

7' - 0"

A B

3' - 6" 3' - 6"

3'

5" 2'

9"

"6" 3"

3' - 0"

7'

0"

C

7'

0"

7' - 0"

D

2'

9" 3'

5"

3" 6"

3' - 4"

2" 3' - 0" 2"

7'

2" 2"

7'

0"

7' - 4"

2" 7' - 0" 2"

7'

4"

4" 7'

0"

A B

170170 174175

152152 152152PAINT ROOM

195195

5/8" 5/8" 6" 5/8" 5/8"

8 1/2"

5/8" 5/8" 6" 5/8" 5/8"

8 1/2"

2"

5/8" 5/8" 6" 5/8" 5/8"

8 1/2"

9 1/2"

5/8" 5/8" 6" 5/8" 5/8"

2"

8 1/2"

9 1/2"

1"

2" 3/

8" 136

107193 106

1"

2" 3/

8" 136

107193 106

10 1/2"

191191

191191

192192

212 North Illinois Avenue Carbondale, Illinois 62901-1452 Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 23 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C. 316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

T

CETIHCRADESNE

CI

OFETATS

ILLI

I

NO

SEXP.

L VAN V.

VOYLES

001-012444

/21

/20

11/30/24

DOOR SCHEDULE, ELEVATIONS, & DETAILSSECRETARY OF STATE PAINT SHOP AND

SPRAY ROOM

22.09

04-21-2023

CIM VVV A4.0

A4.0

3 TYPICAL DOOR HEAD DETAIL

A4.0

4 TYPICAL DOOR JAMB DETAIL

A4.0

5 CMU DOOR HEAD DETAIL

A4.0

6 CMU DOOR JAMB DETAIL

Door Schedule

Door Number Door Size

Door Elev.

Door Mat.

Frame Elev.

Frame Mat.

Details Glazing

Hardware Group

Fire Rating RemarksHead Jamb Sill

100.1 3'-0" x 7'-0"x1 3/4" - EXG - EXG - - - - 7 - EXG DOOR, ADD NEW ELECTRIC STRIKE

100.2 8'-0" x 10'-0" - EXG - EXG - - - - - - EXG DOOR, ADD NEW DOOR OPERATOR 101 3'-0" x 7'-0"x1 3/4" - EXG - EXG - - - - 6 -

101.1 7'-0" x 7'-0" x 1 3/4" 9B/A4.0 HM 10B/A4.0 HM 5/A4.0 6/A4.0 - SAFETY 1 -

101.2 8'-0" x 10'-0" - EXG - EXG - - - - - - EXG DOOR, ADD NEW DOOR OPERATOR

102.1 3'-0" x 7'-0" x 1 3/4" 9C/A4.0 HM 10A/A4.0 HM 1/A4.0 2/A4.0 - FIRE RATED 5 1-1/2 HR

102.2 3'-0" x 7'-0" x 1 3/4" 9C/A4.0 HM 10A/A4.0 HM 1/A4.0 2/A4.0 - FIRE RATED 5 1-1/2 HR

102.3 7'-0" x 7'-0" 9D/A4.0 STEEL - - 7/A4.0 8/A4.0 - - - 1-1/2 HR 103 3'-0" x 7'-0" x 1 3/4" 9A/A4.0 HM 10A/A4.0 HM 3/A4.0 4/A4.0 - NONE 2 - 104 3'-0" x 7'-0" x 1 3/4" 9A/A4.0 HM 10A/A4.0 HM 3/A4.0 4/A4.0 - NONE 3 3/4 HR 105 3'-0" x 7'-0" x 1 3/4" 9A/A4.0 HM 10A/A4.0 HM 3/A4.0 4/A4.0 - NONE 4 - 106 3'-0" x 7'-0" x 1 3/4" 9A/A4.0 HM 10A/A4.0 HM 3/A4.0 4/A4.0 - NONE 3 3/4 HR

KEYNOTE LEGEND

MARK KEYNOTE TEXT

106 PROVIDE NEW DOOR.

107 PROVIDE NEW HOLLOW METAL DOOR FRAME. FILL FRAME

WITH BATT INSULATION.

109 PROVIDE NEW METAL STUD HEADER.

110 PROVIDE NEW DOUBLE STUD AT JAMBS.

111 PROVIDE NEW BATT INSULATION BETWEEN STUDS.

112 PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD. FINISH AND

PAINT.

113 PROVIDE NEW SEALANT.

133 PROVIDE NEW HOLLOW METAL FRAME.

134 PROVIDE NEW MASONRY ANCHOR. THREE PER JAMB.

135 GROUT HOLLOW METAL FRAME SOLID. SEE SPECS.

-TYPICAL.

136 PROVIDE NEW BACKER ROD AND SEALANT. -TYPICAL.

137 PROVIDE NEW 8" CMU TO MATCH ADJACENT WALL

CONSTRUCTION. TOOTH-IN NEW MASONRY AS REQUIRED

-TYPICAL. NOTCH WEB AS REQUIRED TO RECEIVE STEEL

LINTEL.

138 EXISTING 8" CMU WALL CONSTRUCTION TO REMAIN.

139 PROVIDE (2) NEW 3-1/2" X 3-1/2" X 3/8" STRUCTURAL STEEL

LINTEL. WELDED & PAINTED. SEE SPECS.

A4.0

9 DOOR ELEVATIONS

A4.0

10 DOOR FRAME ELEVATIONS

A4.0

11 METAL PANEL DETAIL

A4.0

8 COILING DOOR JAMB DETAIL

A4.0

7 COILING DOOR HEAD DETAIL

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

0' 2' 4' 8'

SCALE: 1/4" = 1-0'

0' 2' 4' 8'

SCALE: 1/4" = 1-0'

A4.0

1 DOOR HEAD DETAIL

A4.0

2 DOOR JAMB DETAIL

A4.0

13 EXTERIOR DOOR HEAD DETAIL

A4.0

14 EXTERIOR DOOR JAMB DETAIL

01' 9" 3"6"

SCALE: 3"=1'-0"

01' 9" 3"6"

SCALE: 3"=1'-0"

A4.0

12 EXTERIOR DOOR SILL DETAIL

01' 9" 3"6"

SCALE: 3"=1'-0"

KEYNOTE LEGEND

MARK KEYNOTE TEXT

150 PROVIDE TWO (2) NEW LAYERS OF 5/8" TYPE 'X' GYPSUM

BOARDS.

151 PROVIDE NEW 18 GA. GALVANIZED STEEL EDGE TRIM,

UNFINISHED.

152 PROVIDE NEW 18 GA. GALVANIZED SHEET STEEL,

UNFINISHED.

157 PROVIDE NEW 5/8" TYPE 'X' GYPSUM BOARD.

169 PROVIDE NEW OUTSIDE CORNER. 18ga. GALVANIZED SHEET

STEEL, UNFINISHED.

170 PROVIDE NEW ADHESIVE. SEE SPECS.

173 PROVIDE NEW DOOR. SEE DOOR SCHEDULE.

174 PROVIDE NEW INSIDE CORNER. 18ga. GALVANIZED SHEET

STEEL, UNFINISHED.

175 PROVIDE NEW SPLICE TRANSITION. 18ga. GALVANIZED

SHEET STEEL, UNFINISHED.

176 PROVIDE NEW OVERHEAD COILING DOOR SYSTEM.

181 EXISTING EXTERIOR WALL TO REMAIN. TYP.

182 EXISTING METAL SIDING TO REMAIN. TYP.

185 PROVIDE NEW COLOR COATED DRIP FLASHING. FASTEN TO

STRUCTURE BEHIND. CAULK CONTINUOUS WITH SEALANT.

SEE SPECS.

189 PROVIDE NEW REINFORCED CONCRETE SLAB. 1/4" PER 12"

MAX SLOPE. SUPPORT REIFORCING ON CHAIRS. DOWEL TO

EXISTING SLAB BELOW. WIDTH OF SLAB TO BE WIDTH OF

DOOR (MIN.), DEPTH TO BE 3'-8" FROM DOOR THRESHOLD.

190 PROVIDE 1/2" EXPANSION MATERIAL WITH CONTINUOUS

SEALANT AT TOP/EXPOSED EDGE.

191 EXISTING CONCRETE SLAB TO REMAIN.

192 EXISTING FOUNDATION WALL TO REMAIN. MODIFY AS

NECESSARY TO ALLOW INSTALLATION OF NEW EXTERIOR

DOOR AT THIS LOCATION ONLY.

193 PROVIDE NEW COLOR COATED METAL TRIM. SEE SPECS.

195 SEE WALL TYPE 'E' , SHEET A1.0 FOR WALL CONSTRUCTION.

CONTRACTOR SHALL OBTAIN AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND BE FULLY REPSPONSIBLE FOR THE SAME.

PIPE

SUPPORTS

(TYPICAL)

2" DOMESTIC WATER

SERVICE TO SYSTEM

PRESSURE

GAUGE

BALL

VALVE

(TYP)

FINISH FLOOR

4" COMBINATION

FIRE &

DOMESTIC

SERVICE

TERMINATE

RELIEF

OVERFLOW

DRAIN

2" DR.

VALVE

LINK SEAL FLOOR

PENETRATIONS

BFP

BY F.P.C.

RPZ

PROVIDE BLIND FLANGE TEE FOR

POSSIBLE FUTURE CONNECTION

TO COOLING TOWER MAKEUP.

CHECK VALVE (TYP)

SHUTOFF

VALVE (TYP)

HEAT TRAP EXPANSION TANK

AMTROL "THERM-X-

TROL" #ST-12

T&P VALVE

SAME SIZE AS VALVE

TO FD

DRAIN VALVE

FINISHED FLOOR

4" HIGH CONCRETE

HOUSEKEEPING PAD

UNION (TYP)

EWH

THERMOMETER (TYP)

1"

1"

1"

1"

1/2"

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

D R e v it P ro je c ts

\R E

V

IT

\2

-0

H \2

-0

H

.r v t

PLUMBING SYMBOLS, NOTES,

ABREVIATIONS, SCHEDULES AND DETAILS

SECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

JRV JRV P0.0

PLUMBING AND FIRE PROTECTION GENERAL NOTES

1 DUE TO THE LIMITED SPACE AVAILABLE FOR THE INSTALLATION OF ALL THE PLUMBING WORK, COORDINATION BETWEEN ALL OTHER TRADES IS OF THE UTMOST IMPORTANCE.

2 THIS CONTACTOR SHALL VISIT THE PROJECT SITE, AND VERIFY LOCATIONS, ELEVATIONS AND SIZES OF ALL UTILITIES AT SITE PRIOR TO PROCEEDING WITH WORK. EXISTING SYSTEMS AND

STRUCTURE SHALL BE INVESTIGATED FOR BEST POSSIBLE ROUTING OF COLD WATER, HOT

WATER, SANITARY WASTE AND VENT, STORM AND MEDICAL/LABORATORY GAS PIPING.

3 THESE PLANS ARE DIAGRAMMATIC IN NATURE SINCE THE ONLY AVAILABLE INFORMATION HAS

BEEN OBTAINED FROM EXISTING PLANS, SPECIFICATIONS, AND FIELD SURVEYS. THE EXACT

LOCATION OF PIPING, FIXTURES, AND EQUIPMENT MAY DEVIATE FROM THE LOCATION INDICATED

ON THESE DRAWINGS, EXTREME ACCURACY IS NOT GUARANTEED. THIS CONTRACTOR SHALL BE

PREPARED TO MAKE ALTERATIONS TO NEW AND/OR EXISTING SERVICES TO FIT JOB CONDITIONS.

THIS CONTRACTOR SHALL FURNISH A COMPLETE AND CODE COMPLYING SYSTEM. THIS

CONTRACTOR SHALL REPORT, IN WRITING, ANY DISCREPANCIES WHICH PREVENT THE

INSTALLATION OF WORK AS SHOWN.

4 IF THIS CONTRACTOR DOES NOT CLEARLY UNDERSTAND THESE PLANS OR IS NOT COMPLETELY

SURE OF THEIR MEANING, THIS CONTRACTOR SHOULD OBTAIN THE ENGINEER'S WRITTEN

EXPLANATION AND/OR INTERPRETATION PRIOR TO SUBMITTING BIDS, SINCE THIS CONTRACTOR

WILL BE HELD RIGIDLY TO THE INTERPRETATION OF THE ENGINEER.

5 IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO REPAIR THE EXISTING SURFACES TO REMAIN WHERE THEIR WORK HAS BEEN COMPLETED. REPAIR SHALL INCLUDE, BUT NOT LIMITED TO, ANY EXISTING WALL, CEILING OR FLOOR THAT IS SCHEDULED TO REMAIN. REPAIR, PAINTING, AND

PATCHING SHALL BE COMPLETED BY AN APPROPRIATE CONTRACTOR QUALIFIED FOR THIS TYPE

OF WORK.

6 THE OWNER SHALL MAINTAIN ALL SALVAGE RIGHTS OF FIXTURES. EQUIPMENT AND MATERIALS

REMOVED. HOWEVER, ALL FIXTURES, EQUIPMENT AND MATERIALS NOT CLAIMED BY THE OWNER

SHALL BE REMOVED FROM THE PREMISES AND PROPERLY DISPOSED OF BY THE DEMOLITION

CONTRACTOR.

7 CEILING REMOVAL, STORAGE, AND REPLACEMENT FOR NEW PIPING INSTALLATION SHALL BE BY

THE GENERAL CONTRACTOR.

8 IF HAZARDOUS MATERIALS (ASBESTOS) ARE ENCOUNTERED DURING DEMOLITION OPERATIONS, THE CONTRACTOR WILL STOP WORK AT THE PARTICULAR LOCATION AND NOTIFY BUILDING

OWNER OF THE HAZARDOUS MATERIAL. THE CONTRACTOR WILL CONTINUE WORK AFTER

REMOVAL OF HAZARDOUS MATERIALS IS COMPLETED.

9 TEMPORARY CONNECTIONS SHALL BE PROVIDED BY RESPECTIVE PLUMBING AND FIRE

PROTECTION CONTRACTORS WHEN EXTENDED INTERRUPTIONS OF SERVICES AND UTILITIES

SUCH AS WATER, WASTE AND FIRE PROTECTION WHICH SERVE OTHER AREAS ARE NECESSARY.

10 COORDINATE WITH MAINTENANCE PERSONNEL AS TO SOURCE OF UTILITIES AND TEMPORARILY

DISCONNECT OR SHUT OFF SERVICES OR UTILITIES AT NEAREST MAIN. TEMPORARY AND

ACCESSIBLE ISOLATION VALVES SHALL BE INSTALLED CLOSE TO THIS POINT OF WORK.

11 IT IS ESSENTIAL THAT BUILDING OPERATIONS CONTINUE WITH MINIMAL INTERRUPTIONS. IT IS

NECESSARY THAT OPERATION OF EXISTING SYSTEMS BE INTERFACED WITH AS LITTLE

DISRUPTION AS POSSIBLE EXCEPT IN AREAS VACATED FOR CONTRUCTION WORK. WORK WHICH

WILL INTERFERE WITH OPERATION OF EXISTING FIRE SUPPRESSION AND PLUMBING SYSTEMS OR

WHICH REQUIRE DOWNTIME, WILL BE SCHEDULED ONLY AFTER CONSULTATION WITH AND

PERMISSION GIVEN BY THE OWNER. ALLOW 10 DAYS PRIOR TO ANTICIPATED INTERRUPTION OF

SYSTEMS. WORK MAY BE REQUIRED TO BE PERFORMED OUTSIDE NORMAL WORKING HOURS.

12 ARCHITECTURAL DEMOLITION DRAWINGS AND SPECIFICATIONS SHALL BE READ IN CONJUNCTION

WITH THESE DRAWINGS.

13 ALL PIPE HANGERS AND SUPPORTS SHALL BE REMOVED ALONG WITH PIPING BEING REMOVED.

14 THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH PROJECT’S PHASING SCHEDULE

PRIOR TO COMMENCEMENT OF ANY WORK.

15 WHEN PLACING NEW PLUMBING FIXTURES, CONTRACTOR SHALL VERIFY LOCATIONS OF PLUMBING VENTS. OFFSET VENTS THAT TERMINATE WITHIN 25 FEET OF HVAC UNITS OUTDOOR AIR INTAKES.

CONTRACTOR SHALL FIELD VERIFY PRIOR TO BID WHERE THE INTERFERENCE’S ARE AND PRICE

ACCORDINGLY OR MAKE ALLOWANCES IN BID.

16 USE CAUTION WHEN SAW-CUTTING THROUGH EXISTING CONCRETE FLOOR OR WALL

CONSTRUCTION FOR THE INSTALLATION OF PLUMBING SYSTEMS TO AVOID CUTTING REBAR AT

EDGE OF OPENING. LEAVE SUFFICIENT REBAR EXPOSED TO TIE NEW REINFORCING FOR

REPLACEMENT CONCRETE AND/OR OTHER STRUCTURAL ATTACHMENTS FOR NEW

CONSTRUCTION.

17 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS, TRANSITIONS, OFFSETS, ETC., TO

AVOID DUCTWORK, PIPING, EQUIPMENT, OR STRUCTURE NEW OR EXISTING AND TO MAKE A

COMPLETE AND FUNCTIONING SYSTEM.

PLUMBING SYMBOLS & ABBREVIATIONS

NOT ALL SYMBOLS ARE USED FOR THIS PROJECT

TRAPPED CONNECTION

STRAINER

BALANCING VALVE

CLEANOUT (CO)

OS & Y GATE VALVE

TEMPERATURE GAUGE

THERMOSTATIC MIXING VALVE

REDUCED PRESSURE BACKFLOW PREVENTER

HOSE BIBB/WALL HYDRANT

DOMESTIC COLD WATER PIPING (CW)

DOMESTIC HOT WATER PIPING (HW)

DOMESTIC HOT WATER RETURN PIPING (HWR)

SANITARY PIPING

VENT PIPING

EXISTING FIXTURE TO BE REMOVED

EXISTING FIXTURE

NEW FIXTURE

FLOOR DRAIN/FLOOR SINK (FD/FS)

CIRCULATION PUMP

X

P501

COMMON PFP SYMBOLS & ABBREVIATIONS

NOT ALL SYMBOLS ARE USED FOR THIS PROJECT

DIRECTION OF FLOW

BRANCH CONNECTION, BOTTOM

BRANCH CONNECTION, TOP

ELBOW, TURNED DOWN

ELBOW, TURNED UP

SHUTOFF VALVE

CHECK VALVE

PRESSURE REDUCING VALVE

PRESSURE GAUGE

UNION

PIPING CAP

EXISTING PIPING TO BE REMOVED

MATCH LINE

CONNECTION TO EXISTING

DETAIL DESIGNATION

RISER DESIGNATION

KEYED NOTE

REVISION NOTE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITIES HAVING JURISDICTION

AP ACCESS PANEL

BOP BOTTOM OF PIPE

DIA DIAMETER

DN DOWN

EX OR EXIST EXISTING

FFE FINISHED FLOOR ELEVATION

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HP HORSEPOWER

IE OR INV. ELEV INVERT ELEVATION

NC NORMALLY CLOSED

NTS NOT TO SCALE

PSI POUNDS PER SQUARE INCH

RPM REVOLUTIONS PER MINUTE

RI ROUGH-IN

SOV SHUTOFF VALVE

TDH TOTAL DYNAMIC HEAD

VIF VERIFY IN FIELD

DOMESTIC WATER HEATER SCHEDULE

PLAN

MARK

DESCRIPTION MANUFACTURER MODEL STORAGE RECOVERY

TEMPERATURE

RISE

ELECTRICAL TEMPERATURE NOTES

EWH-1

ELECTRIC WATER

HEATER

A O SMITH DEN-52 55 GAL 55 GPH 90 DEG 6.0 KW 130 DEG

DRAIN SCHEDULE

PLAN MARK DESCRIPTION MANUFACTURER MODEL BODY STRAINER NOTES

FS-1 FLOOR SINK ZURN Z1900 COATED CAST IRON 1/2 NICKEL BRONZE

PLUMBING FIXTURE SCHEDULE

PLAN

MARK

DESCRIPTION MANUFACTURER MODEL TRIM DRAIN/TRAP

CONNECTION SCHEDULE

NOTES

HOT WATER COLD WATER SANITARY VENT

EEW-1 EMERGENCY EYEWASH GUARDIAN G1750P TMV-1 - 3/4" 3/4" 2" 2"

HB-1 HOSE BIBB PRIER P156NP.75 - - - 3/4" - -

L-1 WALL HUNG LAVATORY ZURN Z5310 ZURN Z6913-XL-N 1-1/2" 1/2" 1/2" 2" 2" PROVIDE WITH TMV-2, SEE SPECS

MB-1 24X24 MOP BASIN FIAT MSB2424

CHICAGO FAUCET

540-LD897SW

2" DEEP SEAL 1/2" 1/2" 2" 2" PROVIDE WITH HOSE BRACKET.

SS-1 SERVICE SINK ELKAY ESS23192 ZURN Z843M2-XL 1-1/2" 1/2" 1/2" 2" 2" PROVIDE WITH SEDIMENT/PAINT TRAP

UR-1 WALL HUNG URINAL ZURN Z5755-U

ZURN

ZER6003-AV-TM-ULF

INTERGRAL - 1" 2" 2"

WC-1

FLOOR MOUNTED WATER

CLOSET

ZURN Z5615-BWL

ZURN

ZER6000AV-TM-HET

INTERGRAL - 1-1/4" 4" 2"

THERMOSTATIC MIXING VALVE SCHEDULE

PLAN

MARK

DESCRIPTION MANUFACTURER MODEL

FLOW LEAVING

TEMPERATURE

NOTES

MINIMUM GPM GPM @ 15 PSI LOSS

TMV-1 EYEWASH TMV GUARDIAN G6020 3.0 8.0 80 DEG.

P0.0 NONE

1 WATER SERVICE ENTRANCE - DOMESTIC

P0.0 NONE

2 DOMESTIC WATER HEATER - ELECTRIC

BACKFLOW PREVENTER SCHEDULE

PLAN

MARK

DESCRIPTION MANUFACTURER MODEL

MAX DROP PEAK FLOW SIZE NOTES

BFP-1

DOUBLE CHECK BACKFLOW

PREVENTER

WATTS LF007-S

10 PSI 75 GPM 2" DOMESTIC WATER

SERVICE

RPZ-1

REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

WATTS 994-OSY

12 PSI 250 GPM 4" FIRE WATER

SERVICE

SIGNED: 4/26/23

LICENSE EXPIRES: 11/30/23

FDFDFD FD

FD

FD FD

FD

FD

FD

FD

FD

FD

FDFD

FDFDFD FD

FDFD

FD

FD

FD FD

FD

EX. FCO

MECHANICAL

ROOM

TOILET

DRYING / PICK

UP

STORAGE /

COMPRESSOR

OFFICE

DROP OFF /

PREP

PAINT ROOM

EX. FCO

L-1

UR-1

WC-1 FS-1

FS-1

SS-1

4"CW

2"V

3"S

2"V

3"S

EX. FD

EX. FD EX. FD

EWH-1

AC-1

EEW-1

TMV-1

HB-1

HB-1

3/4"HW

3/4"CW

1/2"HW

1"CW

1"HW

1"CW

1 1/4"CW

1"CA

1/2"CA

1/2"CA

3/4"CA

BFP-1

4"S

3"S-UP TO FS

3"S-UP TO FS

4"S-UP TO FCO

4"S-UP TO YCO

1"NG

FCO

FCO

RPZ-1

2"V

1/2"CA

1/2"CA

S

MB-1

2"S-UP TO MB

2"V-UP

3"S-UP TO FS

3"S

FS-1

(ABOVE)

(BELOW)

10 10

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

D R e v it P ro je c ts

\R E

V

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\2

-0

H \2

-0

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PLUMBING DEMOLITION AND NEW WORKSECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

JRV JRV P1.0

1 EXISTING 12" DIAMETER FLOOR DRAIN; TO

REMAIN.

DEMOLISH EXISTING GAS REGULATOR AND

INTERIOR GAS PIPING. EXISITNG 1"Ø GAS

UNDERGROUND FROM MAIN POWER PLANT TO

BE REUSED IN NEW WORK.

EXISTING VENT THRU ROOF; TO REMAIN.

EXISTING ABOVE FLOOR SLAB VENT PIPING; TO

REMAIN AND BE CONNECTED/EXTENDED IN

NEW WORK.

EXISTING FLOOR CLEANOUT; TO REMAIN.

1" COLD WATER MAIN DROPPING THRU FLOOR;

CAP AT FLOOR LEVEL.

EXISTING HOSE BIBB TO BE REMOVED.

EXISTING OVERHEAD COLD WATER LINE TO BE

REMOVED.

DASHED LINES SHOW THE EXTENT OF

SAWCUTTING EXISTING FLOOR REQUIRED TO

PERFORM PLUMBING WORK. PLUMBING

CONTRACTOR IS RESPONSIBLE FOR MARKING,

SAWCUTTING, SLAB REMOVAL, EXCAVATION

AND BACKFILL. COORDINATE SLAB

REPLACEMENT AND MATCHING FLOOR FINISH

WITH G.C.

REMOVE FLOOR DRAIN AND CAP EXISTING

SANITARY PIPING. PATCH FLOOR TO MATCH

EXISTING.

KEYED NOTES

P1.0 1/8" = 1'-0"

1 PLUMBING NEW WORK FLOOR PLAN

P1.0 1/8" = 1'-0"

2 PLUMBING DEMOLITION FLOOR PLANS

ABOVE GROUND FLOOR PLAN

BELOW GROUND FLOOR PLAN

ABOVE GROUND FLOOR PLAN

BELOW GROUND FLOOR PLAN

1 ASSUMED ROUTING OF EXISTING

UNDERGROUND PIPING BASED UPON VISIBLE

ABOVEGROUND PIPING. PIPING ROUTE TO BE

CONFIRMED VIA CAMERA LOCATING. TYPICAL

ALL UNDERGROUND PIPING. THE EXISTING

UNDERGROUND PIPING IS ROUTED TO AN OIL

INTERCEPTOR LOCATED ACROSS THE LOT

NEXT TO THE POWER PLANT. THIS PIPING TO

REMAIN AS-IS.

DASHED LINES SHOW THE EXTENT OF

SAWCUTTING EXISTING FLOOR REQUIRED TO

PERFORM PLUMBING WORK. PLUMBING

CONTRACTOR IS RESPONSIBLE FOR MARKING,

SAWCUTTING, SLAB REMOVAL, EXCAVATION

AND BACKFILL. COORDINATE SLAB

REPLACEMENT AND MATCHING FLOOR FINISH

WITH G.C.

REMOVE FLOOR DRAIN AND CAP EXISTING

SANITARY PIPING. PATCH FLOOR TO MATCH

EXISTING.

KEYED NOTES

1 PROVIDE NEW GAS REGULATOR TO REDUCE

9PSI DELIVERY PRESSURE TO 2PSI DELIVERY

PRESSURE. PROVIDE AN ADDITIONAL 3

PRESSURE REGULATORS AT THE INLET TO THE

MAKEUP AIR UNIT BURNERS TO REDUCE 2PSI

TO 14"W.C. BURNER INLET REQUIREMENTS.

TOTAL MAKEUP AIR UNIT GAS CAPACITY

EQUALS 1,200,000 BTU. ROUTE PIPING ABOVE

DOORS, AROUND CORNER AND THEN DOWN TO

UNIT ON GRADE.

PROVIDE 1/2" CA QUICK-CONNECT FITTING ON A

TEE WITH DRIP LEG.

PROVIDE 3/4"Ø NORMALLY-CLOSED SOLENOID

VALVE, 115V/40VAC POWER. SOLENOID SHALL

BE LOCATED OUTSIDE OF PAINT ROOM.

SOLENOID SHALL BE CONTROLLED BY PAINT

ROOM AIR VELOCITY. COORDINATE CONTROLS

REQUIREMENTS WITH CONTROLS

CONTRACTOR.

KEYED NOTES

1 NEW 4" COMBINED FIRE AND DOMESTIC WATER

SERVICE TO BUILDING. COORDINATE SERVICE

AND METER REQUIREMENTS WITH CWLP.

KEYED NOTES

EXISTING VTR

EXISTING VTR

EXISTING VTR

FCO

6" NEW SANITARY LATERAL

TIE INTO EXISTING 18"Ø CLAY SEWER IN ALLEY.

CONTRACTOR SHALL CLOSE ALLEY AND PROVIDE

PROPER BARRICADES. EXISTING SEWER LINE

APPROXIMATELY 13 FEET DEEP.

EXISTING

CHAINLINK

FENCE

4" NEW WATER SERVICE. CONTACT CWLP.

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

D R e v it P ro je c ts

\R E

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\2

-0

H \2

-0

H

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PLUMBING SITE UTILITIESSECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

JRV JRV P1.1

P1.1 1/8" = 1'-0"

1 PLUMBING NEW WORK SITE PLAN

P1.1

NEW WORK WATER SERVICE SITE PLAN - FOR REFERENCE ONLY - CONTACT CWLP

HOUSEKEEPING PAD

AUTOMATIC DRAIN.

TERMINATE OVER

FLOOR DRAIN

FINISH FLOOR

PRESSURE SWITCH SET

FOR 175 PSI DISCHARGE

PRESSURE FROM

FACTORY

TWO (2) 1.0 MICRON

FILTER/DRYERS (45 CFM EACH).

MOUNT VIA UNISTRUT TO WALL.

PRESSURE GAUGE

CA

175 PSI TO

SYSTEM

ANCHOR, SEE

SPECIFICATIONS

UNION (TYP)

SHUTOFF VALVE (TYP)

A

IR

C O

M P

R E

S S

O R

3/4"

3/4"

FILTER FLOAT DRAIN

OUTLET. TERMINATE

OVER FLOOR DRAIN.

CALIBRATED

BALANCING VALVE

SHUTOFF VALVE

(TYPICAL)

SEE PLANS

FOR PIPE SIZE

UNION

CALIBRATION

CONNECTION

POINTS

CHECK

VALVE

1/8 BEND

BALANCE OF PIPING

SAME AS

CLEANOUT

TO GRADE

FLOOR CLEAN OUT (FCO)

1/8 BEND

BALANCE OF PIPING

SAME AS

CLEANOUT

TO GRADE

STACK CLEAN OUT (CO)

CLEANOUT AND NICKEL BRONZE ACCESS

COVER WITH COUNTERSUNK HEAD.

TOP OF COVER TO BE FLUSH

WITH TOP OF FLOOR AND COMPATIBLE

WITH FLOORING MATERIAL

FINISHED FLOOR

MAY EXTEND AS VENT

LINE SIZE CLEANOUT

CHROME

WALLCOVER

AND SCREW

WALL

PLUGGED TEE/CLEANOUT

FINISHED FLOOR

1/8 BEND

SAN. LINE

LENGTH TO

SUIT

SAN

1/8 BEND

IF CLEANOUT OCCURS AT END OF LINE,

USE 'T' FOR EXTERIOR CLEANOUT

CLEANOUT TO GRADE (YCO)

BRASS CLEANOUT PLUG

WITH COUNTERSUNK

HEAD

16" SQUARE CONCRETE PAD

TROWEL SMOOTH AND

EDGE

FINISHED GRADE

NOTE:

RIGIDLY MOUNT COMPRESSED

AIR DROP PIPING AND

ACCESSORIES WITH

UNISTRUCT ATTACHED TO

BUILDING STRUCTURE TO

PREVENT MOVEMENT.

SEE PLANS FOR MAIN SIZE

VERIFY CONNECTION SIZE

AND LOCATION PRIOR TO

INSTALLATION.

REGULATOR WITH 125 PSI GAUGE

1/2" QUICK

CONNECT

COUPLING

DRAIN VALVE

1/2" BRANCH

DROPS

BALL VALVE

F 154-330

E 114-154

D 61-113

C 33-60

B 12-32

1-11A

SINGLE/ DOUBLE FIXTURE

FIXTURE

UNIT LOAD

PIPE

SIZE

WHA

SIZE

1/2"

3/4"

1"

1 1/4"

1 1/2"

2"

HOT OR

COLD

WATER

SUPPLY

IF BRANCH IS GREATER THAN 20'

LONG, PROVIDE AN ADDITIONAL WHA

IN MIDDLE OF RUN. EACH SIZED

FOR HALF THE FIXTURE UNITS.

IF HORIZONTAL BRANCH IS

LESS THAN 20' LONG,

PROVIDE

ONE WHA AT END OF LINE.

FIXTURE (TYPICAL)

NOTE: INSTALL PER

MANUFACTURER'S

INSTRUCTIONS. PROVIDE A WHA AT

ALL QUICK-CLOSING VALVES.

SHUTOFF VALVE

DIRT LEG

EQUIPMENT UNION

SEE PLANS

FOR SIZING

PRESSURE

PORT

2 PSI TO INCHES GAS

PRESSURE REGULATOR.

INTERIOR EQUIPMENT

REQUIRES RELIEF VENT PIPING

EXTENDED TO EXTERIOR WALL

AND TERMINATED WITH

DOWNTURNED ELBOW AND

INSECT SCREEN.

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

D R e v it P ro je c ts

\R E

V

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\2

-0

H \2

-0

H

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PLUMBING DETAILS AND SCHEMATICSSECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

JRV JRV P2.0

P2.0 NONE

1 AIR COMPRESOR

P2.0 NONE

3 CALIBRATED BALANCING VALVE

P2.0 NONE

5 CLEANOUT DETAILS

P2.0 NONE

6 COMPRESSED AIR DROP/ OUTLET

P2.0 NONE

4 WATER HAMMER ARRESTOR SCHEMATIC

P2.0 NONE

2 GAS CONNECTION AT EQUIPMENT

SIGNED: 4/26/23

SIGNED 04/26/2023

BRANCH LINE

1" NIPPLE

1" ELBOW

CORRUGATED STAINLESS STEEL HOSE

WITH STAINLESS STEEL BRAID - MINIMUM 1"

I.D.

ADJUSTABLE HUB

CLIP TO CEILING GRID SYSTEMMOUNTING BRACKET

CEILING TILE SPRINKLER HEAD

NOTE:

ALL HEADS ON WET SYSTEM UTILIZE FLEXIBLE ASSEMBLY WHERE

POSSIBLE WHEN CLEARANCES ARE TIGHT - FINISH DROPS ARE HARD

PIPED.

1/2" MAX.

RECESSED SPRINKLER HEAD

1" X 1/2" REDUCING

COUPLING

ONE (1) INCH

DROP - LENGTH

AS REQUIRED

ONE (1) INCH

DROP - LENGTH

AS REQUIRED

ONE (1) INCH

DROP - LENGTH

AS REQUIRED

TYP SPRINKLER

BRANCH LINE

WITH ONE (1) INCH

OUTLET TEES

TYPICAL SPRINKLER BRANCH

LINE WITH ONE (1) INCH

OUTLET TEES

ONE (1) INCH RISER NIPPLE

LENGTH AS REQUIRED

1" X 1/2" REDUCING

COUPLING

UPRIGHT SPRINKLER HEAD

EQ EQ

EQ EQ

EQ EQ

36" 12"

36" 12"

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

24" X 48"

CEILING TILE

12" X 48"

CEILING TILE

12" X 12" / 24" X 24"

CEILING TILE

12" X 48"

CEILING TILE

24" X 48"

CEILING TILE

NOTE:

INDICATES CENTERLINE OF SPRINKLER HEAD

TO FIRE

SUPPRESSION

SYSTEM

INJECTION POINT

FLOW SWITCH

JUNCTION BOX (BY E.C.)

MANUAL SWITCH (BY E.C.)

TO INDEPENDENT 115 VOLT,

15 AMP POWER SUPPLY (BY

E.C.)

PUMP

TANK

MIC-TREAT

SYSTEM A

P P

R O

X

A .F

.F

CHECK VALVE

FIRE

DEPARTMENT

CONNECTION

3/4"

BALL DRIP

D

4"

45 DEG. ELBOW W/ INSECT SCREEN.

TERMINATE 18" ABOVE GRADE.

INSPECTOR'S TEST

VALVE IN READILY

ACCESSIBLE LOCATION

FROM END

OF REMOTE

BRANCH LINE

45° ELL

DOWNTURNED 45°

ELBOW W/ S.S. INSECT

SCREEN

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

D R e v it P ro je c ts

\R E

V

IT

\2

-0

H \2

-0

H

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FIRE PROTECTION DETAILS AND NOTESSECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

JRV JRV F0.0

F0.0 NONE

2 FLEXIBLE SPRINKLER DROP

F0.0 NONE

1 RECESSED SPRINKLER HEAD

F0.0 NONE

3 UPRIGHT SPRINKLER HEAD

F0.0 NONE

4 SPRINKLER HEAD LOCATION

F0.0 12" = 1'-0"

5 MIC TREATMENT SCHEMATIC

FS

FV

FIRE PROTECTION SYMBOLS & ABBREVIATIONS

NOT ALL SYMBOLS ARE USED FOR THIS PROJECT

AIR VENT (AUTOMATIC)

DOUBLE CHECK VALVE ASSEMBLY

ELECTRONIC SUPERVISED INDICATING VALVE

FIRE DEPARTMENT VALVE (FDV)

FLOW SWITCH

PRESSURE RELIEF VALVE

DRAIN LINE

FIRE MAIN (BULK)

SPRINKLER MAIN/BRANCH PIPING

DRIP CONNECTION

FIRE DEPARTMENT CONNECTION-WALL MOUNT

FLUSH TYPE FIRE DEPARTMENT INLET CONNECTION

SPRINKLER HEAD (SEE SCHEDULE FOR TYPE)

SIDEWALL SPRINKLER HEAD (SEE SCHEDULE FOR TYPE)

AC AIR COMPRESSOR

DCV DOUBLE CHECK VALVE

FDC FIRE DEPARTMENT CONNECTION

FDV FIRE DEPARTMENT VALVE

FEC FIRE EXTINGUISER CABINET

AS AUTOMATIC SPRINKLER

NAS NO AUTOMATIC SPRINKLERS

TS TAMPER SWITCH

D

F

SPR

AAV

FIRE PROTECTION GENERAL NOTES

1 THE WORK COVERED CONSISTS OF FURNISHING ALL LABOR AND MATERIALS NECESSARY TO

INSTALL, COMPLETE AND READY FOR CONTINUOUS OPERATION, THE FIRE PROTECTION SYSTEMS, APPARATUS AND EQUIPMENT FOR THIS PROJECT, AS SHOWN ON THE DRAWINGS, PLUS AS

REQUIRED BY NFPA 13 AND THE AUTHORITY HAVING JURISDICTION.

2 FURNISH AND INSTALL TAMPER SWITCHES ON ALL INDICATING VALVES AS PER NFPA 13

REQUIREMENTS.

3 THE CONTRACTOR SHALL PERFORM A FLOW TEST PRIOR TO THE DESIGN AND SUBMITTAL OF THE

HYDRAULICALLY CALCULATED SYSTEM IF THE PROVIDED TEST IS GREATER THAN 1 YEAR OLD

FROM THE DATE OF CONSTRUCTION.4. THE CONTRACTOR SHALL SUBMIT ALL DRAWINGS AND

CALCULATIONS TO THE FIRE DEPARTMENT, GOVERNING AGENCIES, AND INSURING AGENCY AND

RECEIVE APPROVAL PRIOR TO SUBMITTING DESIGN SHOP DRAWINGS.

4 THE CONTRACTOR SHALL SUBMIT ALL DRAWINGS AND CALCULATIONS TO THE FIRE DEPARTMENT, GOVERNING AGENCIES, AND INSURING AGENCY AND RECEIVE APPROVAL PRIOR TO SUBMITTING

DESIGN SHOP DRAWINGS.

5 THE CONTRACTOR SHALL FURNISH DRAIN VALVE AND INSPECTOR’S TEST CONNECTIONS AS

REQUIRED BY NFPA 13 REQUIREMENTS AND AT THE DISCRETION OF THE FIRE MARSHAL,

ENGINEER, OR GOVERNING AGENCY.

6 UNLESS OTHERWISE NOTED, IT IS THE INTENT OF THESE DOCUMENTS THAT ALL AREAS WITHIN SCOPE OF WORK WILL BE PROVIDED WITH AN AUTOMATIC WET TYPE FIRE SUPPRESSION SYSTEM

MEETING NFPA #13.

7 ROUTING OF SPRINKLER MAINS, BRANCHES AND HEADS SHALL BE THOROUGHLY COORDINATED

WITH ALL OTHER TRADES AND BUILDING STRUCTURE PRIOR TO SUBMISSION OF COORDINATED

SHOP DRAWINGS. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR COORDINATING,

PREPARING, AND SUBMITTING COORDINATION DRAWINGS FOR APPROVAL/REVIEW.

8 ALL OPENINGS THROUGH FIRE RATED FLOORS AND WALLS OR PARTITIONS SHALL BE FIRE

STOPPED WITH UL RATED ASSEMBLIES OF EQUAL OR GREATER FIRE RATING.

9 SUBMIT ACCURATE AS BUILT DRAWINGS TO THE ENGINEER AND OWNER.

10 ALTHOUGH ALL PIPING MAY NOT BE INDICATED ON THE FLOOR PLANS, IT IS THE INTENT THAT THE ENTIRE EXISTING SPRINKLER SYSTEM BE DEMOLISHED BACK TO THE NEAREST FIRE/BULK/BRANCH

MAIN.

11 THE FIRE PROTECTION BID IS A DESIGN/BUILD CONTRACT. BEFORE SUBMITTING HIS BID THE

CONTRACTOR SHALL VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH ALL EXISTING

CONDITIONS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS,

OMISSIONS OR ERRORS HE MAKES AS A RESULT OF HIS FAILURE TO BECOME FULLY FAMILIAR

WITH EXISTING CONDITIONS.

12 THE CONTRACTOR SHALL INCLUDE IN HIS BID, A FULLY CODE COMPLIANT AND COORDINATED SPRINKLER SYSTEM. HEAD LOCATIONS ARE SHOWN TO ESTABLISH TYPE, QUANTITY, AND DESIRED LOCATION. EXACT QUANTITY OF HEADS IS CONTRACTOR’S RESPONSIBILITY. PROJECT SHALL BE

DESIGNED AND CONSTRUCTED PER NFPA 13 AND/OR FACTORY MUTUAL GLOBAL REQUIREMENTS.

13 THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTAL TO ALL GOVERNING AGENCIES AND THE

INSURING AGENCY.

FIRE PROTECTION EQUIPMENT SCHEDULE

FIRE SPRINKLER PIPING SCHEDULE

PIPING MATERIAL SCHEDULE HAZARD OCCUPANCY REMARKSPIPE SIZE

1-1/2" AND SMALLER BLACK STEEL LIGHT / ORDINARY40

2" AND UP BLACK STEEL 10 LIGHT / ORDINARY

DESCRIPTION

FIRE DEPARTMENT CONNECTION

WET PIPE ZONE VALVE

LOCATION

WEST FACADE

MECHANICAL 100A

QUANTITY

REMARKS

DUAL INLET, EXPOSED, MOUNTED ON WALL

FM APPROVED; THREADED FITTINGS

FM APPROVED; ROLLED GROOVED ENDS AND FITTINGS

WATER TREATMENT SYSTEM P-SERIES MICTREAT SYSTEM

SEE

REMARKS

VARIOUSTAMPER SWITCH

ELECTRICALLY SUPERVISED TAMPER SWITCH ON EACH VALVE IN SYSTEM. CONFIRM NUBMER OF VALVES

WITH FIRE ALARM CONTRACTOR.

1MECHANICAL 100A

FLOW SWITCH (FS) MECHANICAL 100A 1 ELECTRICALLY SUPERVISED, PADDLE OPERATED, FIELD ADJUSTABLE RETARD ELEMENT

WET PIPE VALVE, SHUT OFF VALVE, TEST & DRAIN VALVE COMBINATION, PRESSURE GAUGES AS DETAILED.

SPRINKLER HEAD SCHEDULE

STYLE

ELEMENT BULB

RESPONSE TEMP. CLASS

COVERAGE

OCCUPANCY

RATING

FINISH ESCUTCHEON REMARKS

STYLE RESPONSE TEMP. CLASS COVERAGE OCCUPANCY RATING FINISH ESCUTCHEON

ORDINARY

ORDINARY

ORDINARY

QR

QR

QR

SC LH W C

SC LH C/U X

SC OH C/U X

RP

U

U

F (FLAT)

R (RECESSED)

E (2 PC. EXTENDED)

C (CONCEALED COVER PLATE)

X (NO ESCUTCHEON)

U (UNFINISHED)

C (CHROME)

W (BRIGHT WHITE)

B (BLACK)

LH (LIGHT HAZARD)

OH (ORDINARY HAZARD)

SC (STANDARD)

EC (EXTENDED)

ORDINARY

(135°-170°F)

INTERMEDIATE

(175°-225°F)

HIGH

(250°-300°)

SR (STANDARD 5mm)

QR (QUICK 3mm)

C (CONCEALED PENDENT)

P (PENDENT)

RP (RECESSED PENDENT)

U (UPRIGHT)

SW (SIDEWALL)

RSW (RECESSED SIDEWALL)

INTERMEDIATEQR SC OH C/U XU

REMARKS:

1. PROVIDE STANDARD DUTY SPRINKLER GUARDS ON ALL SPRINKLERS LOCATED IN MECHANICAL ROOMS, ELECTRICAL ROOMS, STORAGE ROOMS, AND JANITOR

CLOSETS.

2. SPRINKLERS SHALL BE PERMITTED TO BE COVERED ONLY BY CELLOPHANE BAGS HAVING A THICKNESS OF 0.08MM OR LESS OR BY THIN PAPER BAGS. THESE COVERINGS SHALL BE REPLACED FREQUENTLY SO THAT HEAVY DEPOSITS OF RESIDUE DO NOT ACCUMULATE.

INTERMEDIATESR SC OH C/U XP

F0.0 NONE

6 FIRE DEPARTMENT CONNECTION PIPING

F0.0 1/8" = 1'-0"

7 INSPECTION TEST

INTERMEDIATESR SC EH C/U XP

EH (EXTRA HAZARD

GROUP 2)

MECHANICAL

ROOM

TOILET

DRYING / PICK

UP

STORAGE /

COMPRESSOR

OFFICE

DROP OFF /

PREP

PAINT ROOM

2 4

FV

F

F

F

FDC

4" FIRE WATER

SERVICE TO SYSTEM

PADDLE

FLOW SWITCH

2" MAIN

DRAIN VALVE

FS

TS RPZ

TS

CHECK VALVE

PIPE

SUPPORTS

AS

REQUIRED

BY F.P.C. BY P.C.

INDICATING VALVE WITH

TAMPER SWITCH (TYP) BY F.P.C.

FINISH FLOOR

4" COMBINATION

FIRE &

DOMESTIC

SERVICE

M A

X

TO FDC

PRESSURE GAUGE

TS

212 North Illinois Avenue Carbondale, Illinois 62901-1452

Telephone (618) 529-3691 www.wb-architects.com

PROJECT:

LOCATION:

SHEET TITLE: SOS PROJECT NO.

DATE:

DRAWN: APPR:

REVISIONS:

SHEET NUMBER

OF 27 SHEETS

WHITE & BORGOGNONI ARCHITECTS, P.C.

316 NORTH KLEIN STREET

SPRINGFIELD, IL 62702

100 EAST WASHINGTON, SUITE 220

BELLEVILLE, IL 62220

TEL 618.277.5200

FAX 618.277.5227

IL DESIGN FIRM REG. #

184.006777-0002

ISSUED FOR BID

D R e v it P ro je c ts

\R E

V

IT

\2

-0

H \2

-0

H

.r v t

FIRE PROTECTION FLOOR PLANSECRETARY OF STATE PAINT SHOP & SPRAY

ROOM

22.09

04-21-2023

JRV JRV F1.0

F1.0 1/4" = 1'-0"

1 FIRE PROTECTION NEW WORK FLOOR PLAN

FIRE PROTECTION GENERAL NOTES

FIRE PROTECTION CONTRACTOR SHALL PROVIDE A COMPLETE CODE COMPLIANT AUTOMATIC WET

PIPE SYSTEM.

ALL AREAS ARE TO BE CONSIDERED LIGHT HAZARD, UNLESS NOTED OTHERWISE, WITH A MINIMUM SPRINKLER DISCHARGE DENSITY OF 0.10 GMP/SQ. FT. FOR THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. SPRINKLER SPACING SHALL NOT EXCEED MAXIMUM SPACING DISTANCES SET FORTH BY NFPA 13.

SUBMIT COORDINATION DRAWINGS PRIOR TO INSTALLATION.

AREAS NOTED BY A DIAGONAL HATCH: PROVIDE AREA WITH ORDINARY HAZARD GROUP 2, WITH A MINIMUM SPRINKLER DISCHARGE DENSITY OF 0.2 GPM/SQ. FT. FOR THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. SPRINKLER SPACING SHALL NOT EXCEED MAXIMUM SPACING DISTANCES SET

FORTH BY NFPA 13.

A.

B.

C.

D.

PAINT BOOTH 102 SHALL BE PROTECTED TO AN EXTRA HAZARD, GROUP 2 LEVEL, WITH A MINIMUM SPRINKLER DISCHARGE OF 0.40 GPM/SQ. FT. FOR THE ENTIRETY OF THE AREA. SPRINKLER SPACING SHALL NOT EXCEED MAXIMUM SPACING DISTANCES SET FORTH BY NFPA 13. QUICK RESPONSE-TYPE

SPRINKLER HEADS ARE NOT ALLOWED WITHIN THE SPACE COVERAGE.

PROVIDE PENDANT SPRINKLERS WITHIN THE EXHAUST DUCTWORK SERVING PAINT BOOTH 102.

SPRINKLERS SHALL BE SPACES AT MAXIMUM 10 FT. CENTERS BEGINNING NO MORE THAN 5 FT FROM THE DUCT ENTRANCE. A SPRINKLER HEAD SHALL BE LOCATED AT THE TOP OF THE RISER WITHIN THE

HEATED ENVELOPE.

PROVIDE PENDANT SPRINKLERS WITHIN THE EXHAUST PLENUM.

PROVIDE ACCESS PANELS ON EXHAUST DUCTWORK TO ALLOW INSPECTION OF EACH SPRINKLER

HEAD. COORDINATE LOCATIONS OF ACCESS PANELS WITH M.C.

PROVIDE LISTED CONTROL VALVE FOR EXHAUST DUCT AND PLENUM SPRINKLERS.

RPZ PROVIDED BY P.C. COORDINATE HYDRAULIC REQUIREMENTS WITH P.C.

NORTH OF THIS DOTTED LINE,…

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