P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSULAM AMOENA

M

FILE NO.: 751 / 26365.ABG

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

CONTACT LIST:

STATE OF MICHIGAN DTMB

ALAN GOSCHKA, AIA - PROJECT DIRECTOR - (517)-388-3489

EMAIL: GOSCHKAA@MICHIGAN.GOV

BRIAN GUIGUE - FIELD REPRESENTATIVE - (517)-281-4994

EMAIL: GUIGUEB@MICHIGAN.GOV

MACKINAC STATE HISTORIC PARKS (MSHP)

ROBERT STRITTMATTER - (906)-934-3712

EMAIL: STRITTMATTERR@MICHIGAN.GOV

PROFESSIONAL SERVICE CONTRACTOR

JEREMY GAGNON - PRIMARY CONTACT

PROJECT MANAGER

U.P. ENGINEERS & ARCHITECTS, INC.

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906)-635-0511

EMAIL: JGAGNON@UPEA.COM

BUILDING CODE SUMMARY

2021 MICHIGAN BUILDING CODE

USE GROUP:

CONSTRUCTION TYPE:

2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

2021 MICHIGAN ENERGY CODE

EXTERIOR WALLS:

ROOF CONSTRUCTION:

FLOOR CONSTRUCTION:

EXISTING U; REHABILITATION LEVEL: 2 - REFINISHING, HVAC, & WINDOW REPLACEMENT

III-B

MASONRY

WOOD TRUSSES

SLAB ON GRADE

BUILDING LOCATION

33 G5

30 65

17 139

55 52

32 180

14 12

CEDARVILLE

HESSEL

WHITEFISH

POINT

SAULT

STE

MARIE

NATIONAL PARK

ISLE ROYALE

NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOOD

WAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

AURA SKANEE

MARQUETTE

NEGAUNEE

MANISTIQUE

ESCANABA

FAYETTE

GARDEN

MUNISING

CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEYHOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

ST

INDIAN

RIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

ONAWAY

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKA

TRAVERSE

CITY

EMPIRE

ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNT

PLEASANT

CADILLAC

GRAYLING

EAST

TAWAS

ROSCOMMON

LACHINE ALPENA

WOLVERINE

ATLANTA

ROGERS CITYALANSON

CROSS

VILLAGE

BOYNE CITY

BELLAIRE

JORDAN

E.

EASTPORTNORTHPORT

LELAND

BUCKLEY

FIFE

LAKE

FRANKFORT

MESICK

MANTON

BEAR

LAKE

LILLEY

HESPERIA

WHITE

CLOUD

EVART

REMUS

MIDLAND

SAGINAW

BAY

CITY

HARRISVILLE

CURRAN

MIO

OSCODA

TAWAS CITY

WEST

BRANCH

STANDISH

GLADWIN

McBAIN

LAKE CITY

CLARE

CARO

TROUT LAKE

BREVORT

IRON RIVERBRULE

WASHBURN

POPLAR

ASHLAND

PORT WING BAYFIELD

ODARRAH

MELLEN

UPSON

HURLEY

GLIDDEN

PARK FALLS

CLAM LAKE

MERCER

PRESQUE

ISLE

LAND O'LAKES

EAGLE

RIVER

PHELPS

FLORENCE

NIAGRA

CRANDON

SUPERIOR

HAYWARD

MINONG

CABLE

SHELL LAKE

GRANTSBURG

BALSAM

LAKE BARRON

MENOMONIE

DURAND

ALMA

WHITEHALL

BLACK

RIVER

FALLS

SPARTA

LA CROSSE

FRIENDSHIP

MONTELLO

WAUTOMA

GREEN

LAKE

FOND DU LAC

OSHKOSH

APPLETON

DE PERE

GREEN BAY

KEWAUNEE

STURGEON BAY

MARINETTE

OCONTO

SHAWANO

KESHENA

WAUSAU

STEVENS

POINT

WAUPACA

RHINELANDERPHILIPS

MEDFORD

MERRILL

ANTIGO

EAU CLARE

LADYSMITH

THREE

LAKES

MICHIGAN

WISCONSIN

LAKE

MICHIGAN

LAKE

SUPERIOR

HURON

LAKE

100 PORTAGE STREET

HOUGHTON, MI 49931

P (906) 482-4810 F (906) 482-9799

1 2 3 4 5

1 2 3 4 5

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© U.P. Engineers & Architects, Inc.

U.P. ENGINEERS &

ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2

IRON MOUNTAIN, MI 49801

P (906) 779-0937 F (906) 779-0947

424 S. PINE ST.

ISHPEMING, MI 49849

P (906) 485-1011 F (906) 485-1013

1701 DUNLAP AVE., SUITE B

MARINETTE, WI 54143

P (715) 732-4188 F (715) 732-4189

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

P (906) 635-0511 F (906) 635-0612

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STATE OF MICHIGAN

MACKINAC STATE HISTORIC PARK

MSHP DAY USE RESTROOMS REMODEL

G001

COVER SHEET

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526 N. Huron Ave, Mackinaw City, MI 49701

SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

A001 ARCHITECTURAL NOTES AND LEGENDS

AD100 DEMOLITION PLAN

AD101 DEMOLITION CEILING PLAN

AD102 ROOF DEMOLITION PLAN

A101 PROPOSED FLOOR PLAN

A102 PROPOSED CEILING PLAN

A103 PROPOSED ROOF PLAN

A201 EXTERIOR ELEVATIONS

A202 INTERIOR ELEVATIONS

A301 SECTIONS AND DETAILS

A501 DETAILS

A601 SCHEDULES

P001 MECHANICAL AND PLUMBING ABBREVIATIONS AND SYMBOLS

PD101 EXISTING PLUMBING PLAN

P100 PROPOSED UNDERSLAB PLUMBING PLAN

P101 PROPOSED PLUMBING PLAN

P601 PLUMBING DETAILS & SCHEDULES

MD101 EXISTING MECHANICAL PLAN

M101 PROPOSED MECHANICAL PLAN

M601 MECHANICAL DETAILS & SCHEDULES

E001 ELECTRICAL ABBREVIATIONS

ED101 ELECTRICAL DEMO POWER PLAN

E101 ELECTRICAL PLAN

E501 ELECTRICAL SCHEDULES & DETAILS

PROJECT LOCATION

PROJECT VICINITY MAP

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-2

FLUSH CONTROLS ON

APPROACH SIDE OF

TOILET

42"12"

7" -9"

H.

C.

" M

AX

" S

TD

" M

IN

" M

AX

15" MIN.

6"

" S

TD

" H

.C

16"- 18"

39"- 41"

VERT. GRAB BAR

1-1/2"Ø GRAB BAR w/

1-1/2" GAP FROM WALL (TYP)

1 1/2"

TYP TOILET PAPER

MOUNTING AREA

VERT. GRAB

BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"

MIN. MIN.

URINAL

LAVATORY OR VANITY

SINK

COUNTER WHERE

OCCURS

ACCESSIBLE SINK

BOWL

9" M

IN

11" MIN

OFFSET

WASTE

" M

AX

KNEE

CLEARANCE

TOILET ROOM ACCESSORIES

PAPER

TOWEL

DISPENSER- SAN.

NAPKIN

DISPENSER

CLOTHES

HOOKS

" M

AX

SHELF

WASTE

RECEPTACLE

HAND

DRYER

DRINKING FOUNTAINS

HIGH-

LOW

4" M

IN

W

AT

ER

F

LO

W

" M

IN

" M

AX

SP

OU

T

17" MIN.

9" M

IN

11" MIN.

" M

IN

8" MIN.

" S

TA

ND

AR

D

HG

T

12"

12"

STAIR RAMP

TYPICAL RAMP & STAIR RAILINGS

12"

12"

1 1/2"

TYPICAL SECTION

1 1 /2"

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-

SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE

TEXT

BA

SE

LIN

E

OF

H

IG

HE

ST

LI

NE

SOAP

DISPENSER

8" MIN

" M

AX

MIRROR

TEXT

MOUNT SIGNAGE ON

LATCH SIDE OF DOOR

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A001

ARCHITECTURAL

NOTES AND

LEGENDS

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3/8" = 1'-0"

MOUNTING HEIGHTS

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DEMO ALL PLUMBING FIXTURES

DEMO EXISTING LOUVERS

(TYP. @ LONG WALLS)

DEMO EXISTING

WINDOWS, PREP FOR INFILL

DEMO EXISTING

WINDOWS (TYP.)

MENS

LAUNDRY

WOMENS

DEMO EXISTING CMU CHIMNEY AND REPAIR

WALLS WHERE CHIMNEY REMOVAL CAUSES

DAMAGE

ENSURE WALLS ARE PATCHED TO SMOOTH

DEMO AREAS OF SLAB AS REQUIRED TO REMOVE AND REPLACE SANITARY LINES

SEE SHEET A301 VIEW 9 FOR INFILL DETAIL & PLUMBING SHEET PD101

DEMO EXISTING DOOR AND FRAME, TYP. OF (3)

DEMO CONC. FLOOR

KEEP DOOR AND FRAME

DEMO WOOD AND CONCRETE RAMPS AND LANDINGS

POST TO REMAIN, TYP.

DEMO WOOD AND CONCRETE RAMPS AND LANDINGS

DEMO ALL PLUMBING FIXTURES

DEMO AREAS OF SLAB AS REQUIRED TO REMOVE AND REPLACE SANITARY LINES

SEE SHEET A301 VIEW 9 FOR INFILL DETAIL & PLUMBING SHEET PD101

DEMO EXISTING DOOR AND FRAME, TYP. OF (3)

DEMO EXISTING DOOR AND FRAME TYP. OF (3)

DEMO EXISTING TOILET STALL PARTITIONS AND

DOORS

GRIND AND PATCH CONCRETE FLOORS UNDER

EXISTING PARTITIONS AFTER DEMO'ING THE

PARTITIONS UNTIL SURFACE IS SMOOTH AND EVEN

FOR NEW EPOXY

DEMO EXISTING GLAZZED CMU TOILET PARTITIONS

AND DOORS

GRIND AND PATCH CONCRETE FLOORS UNDER

EXISTING PARTITIONS AFTER DEMO'ING THE

PARTITIONS UNTIL SURFACE IS SMOOTH AND EVEN

FOR NEW EPOXY

DEMO ALL ACCESSORIES

DEMO ALL ACCESSORIES

POST TO REMAIN, TYP.DEMO EXISTING LOUVERS

(TYP. @ LONG WALLS)

REMOVE AND STORE

EXISTING WOOD

PLATFORM AND STEP

FOR RE-INSTALLATION

DEMO EXISTING PLYWOOD

ABOVE AND BELOW DEMO'D

LOUVERS

DEMO EXISTING PLYWOOD

ABOVE AND BELOW DEMO'D

LOUVERS

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AD100

DEMOLITION

PLAN

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1/2" = 1'-0"1 DEMO/EXISTING PLAN

NOTE: SEE ROOF PLAN AD101 FOR ADDITIONAL DEMO NOTES

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DEMO EXISTING SHINGLES, DRIP EDGE, AND UNDERLAYMENT

DEMO ALL EXISTING FASCIA AND SOFFIT

DEMO EXISTING SHINGLES, DRIP EDGE, AND UNDERLAYMENT

CUT AND REMOVE 2" SHEATHING BOTH SIDES OF RIDGE FOR NEW RIDGE VENT

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AD102

ROOF

DEMOLITION

PLAN

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1/2" = 1'-0"1 ROOF DEMO PLAN

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PATCH AND REPAIR

CEILING WHERE EXISTING

LIGHT FIXTURES ARE

REMOVED

PATCH AND REPAIR

CEILING WHERE EXISTING

LIGHT FIXTURES ARE

REMOVED

PATCH AND REPAIR

CEILING WHERE CEILING

GRILLES ARE REMOVED

PATCH AND REPAIR

CEILING WHERE CEILING

GRILLES ARE REMOVED

1 2 3 4 5

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AD101

DEMOLITION

CEILING PLAN

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BI

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A201

A201

A2016

MENS

WOMENS

FAMILY RESTROOM

N

EW

L

AN

D

IN

G W

ID

TH

5'

6" N

EW

R

AM

P

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N

G

TH

7'

9" N

EW

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AM

P

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D

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D

IN

G W

ID

TH

5'

6"

BABY CHANGING

STATION

NEW WINDOWS IN

EXISTING MASONRY

OPENINGS (TYP.)

NEW FLUID APPLIED EPOXY

FLOORING

NEW FLUID APPLIED EPOXY

FLOORING

NEW TOILETES

MOP

SINK

JANITOR CLO.

NEW WINDOWS IN

EXISTING MASONRY

OPENINGS (TYP.)

NEW TOILET STALL

PARTITIONS (TYP.)

NEW TOILET STALL

PARTITIONS (TYP.)

A201 5

A202

2A

2C

2B 2D

A202

1A

1C

1D 1B

A202 3A

3D

3C

3B

A301

A301

A201 1 A2012

A201

A201

B2 ø 5' - 7

A1A1A1

NEW WALL TILE ON

FIBER CEMENT BACKER

BOARD ON ALL

PERIMETER WALLS

SEE SHEET A601 FOR

WALL SCHEDULE

NEW WALL TILE ON

FIBER CEMENT BACKER

BOARD ON ALL

PERIMETER WALLS

SEE SHEET A601 FOR

WALL SCHEDULE

104A

NEW LANDING

4' - 11"

NEW RAMP

7' - 9"

12' - 8"

NEW RAMP WIDTH

5' - 0"

NEW LANDING LENGTH

17' - 8"

1"

1' -0

1" / 1'-0"

SL

OP

E

SLOPE

A301

A501

A301

A501

NEW URINALS NEW LAVS

NEW LAVS

NEW 2'x 3' MIRROR

ABOVE EACH SINK

NEW 2'x 3' MIRROR

ABOVE EACH SINK

NEW 2'x 3' MIRROR

ABOVE EACH SINK

NEW 2'x 3' MIRROR

ABOVE EACH SINK

NEW HANDRYER

NEW HAND DRYER

NEW HANDRYER

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

6' - 6" 3' - 4" 3' - 4" 3' - 4" 3' - 4"

A1 A1 A1 A1 A1 A1

A1 A1 A1

CONTROL JOINTS

ADA STALL

ADA STALL

7" 7"

7"

5'

1"

6' - 6"

DUAL STAINLESS STEEL TOILET

PAPER DISPENSERS MOUNTED

O.C. 7" FORM FACE OF TOILET

DUAL STAINLESS STEEL TOILET

PAPER DISPENSERS MOUNTED

O.C. 7" FROM FACE OF TOILET

DUAL STAINLESS STEEL TOILET

PAPER DISPENSERS MOUNTED

O.C. 7" FROM FACE OF TOILET

(1) SAMITARY NAPKIN

DISPOSAL PER STALL IN

WOMEN'S RESTROOM

ADA GRAB BARS MOUNTED

PER SHEET A001

5'

1"

1'

6"

EXISTING POST

EXISTING POST

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

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

SOFFIT ABOVE

FUR OUT WALL FOR PLUMBING

TO DRINKING FOUNTAINS

SEE PLUMBING PLANS FOR

DRINKING FOUNTAIN DETAILS

PIPES TO BE SLOPED AS SHOWN

IN PLUMBING DETAILS FOR

DRAINING AND WINTERIZING

A301

6x6/6 WWF

6x6/6 WWF

A301

1 2 3 4 5

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PROPOSED

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PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

LIGHTING FIXTURES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

LIGHTING FIXTURES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

LIGHTING FIXTURES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

LIGHTING FIXTURES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

LIGHTING FIXTURES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

LIGHTING FIXTURES

NOTE: PAINT ALL CEILINGS IN SW7004 SNOWBOUND

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

LIGHTING FIXTURES

PATCH AND REPAIR ANY

CRACKS OR

IMPERFECTIONS IN THE

EXISTING CEILING

PATCH AND REPAIR ANY

CRACKS OR

IMPERFECTIONS IN THE

EXISTING CEILING

PATCH AND REPAIR ANY

CRACKS OR

IMPERFECTIONS IN THE

EXISTING CEILING

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

CEILING GRILLES PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

CEILING GRILLES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

CEILING GRILLES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

CEILING GRILLES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

CEILING GRILLES

PATCH AND REPAIR ANY

DAMAGE CAUSE TO

EXISTING CEILING DURING

INSTALLATION OF NEW

CEILING GRILLES

INFILL CEILING ABOVE DEMO'D

CHIMNEY WITH GWB ON 2x4

FRAMING, FINISH AND PAINT TO

MATCH EXISTING CEILING

1 2 3 4 5

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PROPOSED

CEILING PLAN

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1/2" = 1'-0"1 PROPOSED CEILING PLAN

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NEW SHINGLES AND UNDERLAYMENT FOR ALL ROOFS

NEW CERTAINTEED "NATURAL CLAY" ALUMINUM FASCIA AND

SOFFIT AROUND ENTIRE PERIMETER AND GABLE ENDS

NEW RIDGE VENT

NEW ICE AND WATER SHIELD

AROUND PERIMETER AND IN VALLEYS5'

2"

2' - 0"

5'

2"

5' - 2"

5'

2"

5'

2"

1 2 3 4 5

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A103

PROPOSED

ROOF PLAN

ST

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1/2" = 1'-0"1 PROPOSED ROOF PLAN

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PAINT EXISTING WOOD PANELS IN GABLE ENDS

B2

101102

A1 A1 A1 A1 A1 A1

A301

INFILL W/ CERTAINTEED

COMPOSITE PANEL IN NATURAL

CLAY

SEE DETAIL 5 ON SHEET 301

A1 A1 A1A1 A1 A1

A301

1 2 3 4 5

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A201

EXTERIOR

ELEVATIONS

ST

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IN

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A ve

, M ac ki na w C ity , M

I 4

M

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G S

JA JGG

S

ST

A

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O

F M

IC

H

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A

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A C

K

IN

A C

S

TA

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H

IS

TO

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P A

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SH

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1/4" = 1'-0"5 EAST ELEVATION

1/4" = 1'-0"6 WEST ELEVATION

1/4" = 1'-0"7 NORTH ELEVATION

1/4" = 1'-0"8 SOUTH ELEVATION

1/4" = 1'-0"1 EAST ELEVATION DEMO

1/4" = 1'-0"2 WEST ELEVATION DEMO

1/4" = 1'-0"4 SOUTH ELEVATION DEMO

1/4" = 1'-0"3 NORTH ELEVATION DEMO

DEMO LOUVERS AND EXTERIOR PANELLING

PREP FOR NEW WINDOWS

DEMO ALL EXISTING EXTERIOR DOORS, FRAMES, AND WINDOWS

DEMO WOOD AND CONCRETE RAMPS AND LANDINGS BOTH SIDES

DEMO ALL EXISTING SOFFIT AND FASCIA, TYP.

NEW VENTED SOFFIT AND FASCIA

WRAP COLUMNS IN NEW COMPOSITE FINISH TYP.

NEW CONCRETE RAMP AND LANDING TO ACCOMMODATE FAMILY RESTROOM NEW CONCRETE RAMP AND LANDING

INSTALL NEW DOORS, WINDOWS, AND FRAMES

NEW VENTED SOFFIT AND FASCIA

WRAP COLUMNS IN NEW FINISH TYP.

NEW CONCRETE RAMPS AND LANDINGS

NEW WINDOWS

DEMO EXISTING SHINGLES,

UNDERLAYMENT, AND DRIP EDGE

NEW RIDGE VENT

DEMO ALL EXISTING EXTERIOR

DOORS, FRAMES, AND WINDOWS

DEMO WOOD AND CONCRETE RAMPS AND LANDINGS BOTH SIDES

DEMO ALL EXISTING SOFFIT AND FASCIA,

TYP.

DEMO EXISTING SHINGLES,

UNDERLAYMENT, AND DRIP EDGES

DEMO FOR NEW MECH LOUVERS

COORDINATE WITH MECHANICAL

NEW MECHANICAL LOUVERS

COORDINATE WITH MECHANICAL

NEW MECHANICAL LOUVERS

COORDINATE WITH MECHANICAL

NEW MECHANICAL LOUVERS

COORDINATE WITH MECHANICAL

PAINT EXISTING WOOD PANELS IN GABLE ENDS

NEW SHINGLES AND UNDERLAYMENT

NEW PLUMBING VENT NEW PLUMBING VENT

NEW PLUMBING VENTNEW PLUMBING VENT

POSTS TO REMAIN, TYP.

NEW CERTAINTEED COMPOSITE PANEL

SIDING AND TRIM IN NATURAL CLAY

NEW CERTAINTEED COMPOSITE PANEL SIDING

AND TRIM IN NATURAL CLAY @ AREAS OF

INFILL TYP.

SEE PLUMBING SHEETS FOR NEW DRINKING FOUNTAIN DETAILS

SEE PLUMBING SHEETS FOR NEW

DRINKING FOUNTAIN DETAILS

PREP AND APPLY BRICK WATER

REPELANT SEALANT PER SPECS

PREP AND APPLY BRICK WATER

REPELANT SEALANT PER SPECS

PREP AND APPLY BRICK WATER

REPELANT SEALANT PER SPECS

PREP AND APPLY BRICK WATER REPLANT

SEALANT PER SPECS

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ECH-1 ECH-1 ECH-1

A1 A1 A1 A1 A1 A1

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4'

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A501

SOAP

DISPENSER

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L-1 L-1

MIRROR MIRROR

ELECTRIC

HAND DRYER

2'

2"

TOILET PAPER

DISPENSER

SANITARY NAPKIN

DISPOSAL

L-1

ELECTRIC HAND DRYER

MIRROR

C O

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U-2

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MIRROR MIRROR

ELECTRIC

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SOAP

DISPENSER

TOILET

PAPER

DISPENSER

L-1

WC-2

MIRROR

SOAP DISPENSER

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CHANGING STATION

B2

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L-1

MIRROR

EM

WC-1

L-1 104A

ELECTRIC HAND DRYERMIRROR

SOAP

DISPENSER

TOILET

PAPER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

CHANGING STATION

L-1

WC-1

MIRROR

ELECTRIC

HAND DRYER

SOAP

DISPENSER

1 2 3 4 5

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A202

INTERIOR

ELEVATIONS

ST

A

TE

O

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A

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A C

K

IN

A C

S

TA

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H

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TO

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S

ST

A

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A

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A C

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IN

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H

IS

TO

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M

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1/4" = 1'-0"2A WOMEN'S ELEVATION 102: 2A: NORTH

1/4" = 1'-0"1A MEN'S ELEVATION 101: 1A: SOUTH

1/4" = 1'-0"3A FAMILY RESTROOM ELEVATION 103:

1B: WEST 1C: NORTH 1D: EAST

2B: EAST 2C: SOUTH 2D: WEST

3B: NORTH 3C: EAST 3D: SOUTH3A: WEST

SOAP

DISPENSER

GRAB BARS

GRAB BARS

SCHEDULE OF ACCESSORIES

TOILET PARTITIONS

ITEM MODEL MANUFACUTER FINISH COMMENTS

SOAP DISPENSERS

TOILET PAPER DISPENSERS

SANITARY NAPKIN DISPOSAL

GRAB BARS

SIERRA SERIES SCRC

GOJO MANUAL #5271-06

DOUBLE ROLL HOLDER

B-270 CONTURA SERIES

812 SERIES

BOBRICK

GOJO

BRADLEY

BOBRICK

BRADLEY

FOREST GREEN SC04

BLACK/CHROME

STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL

MIRRORS B-165 BOBRICK -- 24" x 36"

CHANGING STATION KB208 KOALA KARE --

NEW PARTITIONS

NEW PARTITIONS NEW PARTITIONS

O W

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IE

W

6-

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O W

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R

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IE

W

7-

-2

PR

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S

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T

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R

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R

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W

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A301

8'

1"

6'

9"

6'

9"

8'

1"

A501

2'

0"

6 5/16"

MIN R-49 INSULATION

EXISTING TRUSSES

NEW RIDGE VENT

DOWEL IN NEW CONCRETE

W/ 18" #5 BAR @ 16" O.C.

SEE DETAIL 9

DOWEL IN NEW CONCRETE

W/ 18" #5 BAR @ 16" O.C.

SEE DETAIL 7

NEW CONCRETE INFILL NEW CONCRETE INFILL

NEW 5/16" TILE ON 5/8" BACKER

BOARD ADHERED TO EXISTING

MASONRY WALLS

SEE WALL TYPE 1 ON SHEET A601

NEW 5/16" TILE ON 5/8" BACKER

BOARD ADHERED TO EXISTING

MASONRY WALLS

SEE WALL TYPE 1 ON SHEET A601

RETAIN EXISTING HEADER

NEW FIBERGLASS FIXED WINDOW

SEE WINDOW SCHEDULE ON SHEET A601

REPLACE EXISTING PLYWOOD

W/ NEW 5/8" PLYWOOD

PAINTED WITH SHERWIN

WILLIAMS SW7004

SNOWBOUND TO MATCH

CEILING. SEE SPECIFICATIONS

FOR PAINT COLOR AND

MANUFACTURER

WRAP SILL IN 5/16" BULLNOSE

TILE TO MATCH WALL

INSTALL NEW TILE UP

TO WINDOW SILLS

TILE TRANSITION TO SILL

MIN R-49 INSULATION

@ ATTIC

ADD 1" MINIMUM INSULATION BAFFLE

PLYWOOD FURRING AS

REQUIRED TO BUILD OUT

WINDOW INFILL TO NEW

BACKER BOARD

PLYWOOD FURRING AS

REQUIRED TO MATCH

EXISTING HEADER WIDTH

SEAL @ ALL WINDOW PERIMETERS PER MANUFACTURERS INSTRUCTIONS

REPLACE EXISTING 2X4 STUD AT BASE OF

HEADER

NEW 2x4 FRAMING FOR SUPPORT AND

NAILING

CERTAINTEED COMPOSITE PANEL

SIDING AND TRIM IN NATURAL CLAY

CAULK HEAD AND JAMBS @ PERIMETER TRIM

MIN R-13 INSULATION

@INFIL WALL CAVITIES, TYP.

EXISTING LINTELS TO

REMAIN

6'-8" HOLLOW METAL DOOR W/ STANDARD 8 3/4" FRAME

NEW TILE TO TERMINATE AT

INTERSECTION W/ HM FRAME

CAULK HEAD JOINT

2"

TRIM AND INFILL PANELING TO BE

CERTAINTEED COMPOSITE SIDING

CAULK AND SEAL @ ALL PERIMETERS

3/

8"

5/ 8"

3/ 4"

1/ 2"

V.

I.F

2'

3/

4"

NEW 5/16" TILE

5/8" SHEATHING

5/8" FIBER CEMENT BACKER BOARD

2x6" HEADER

MIN R-13 INSULATION

5/8" SHEATHING

WEATHER BARRIER

CERTAINTEED COMPOSITE PANELING

FLASH AND SEAL @ SILL

2X6 PLATE

2X6 16" O.C. FRAMING

NEW PLYWOOD PAINTED IN SW7004

SNOWBOUND TO MATCH CEILING

INFILL CAVITY WITH MIN R-13 INSUL.

5"

WRAP SILL IN 5/16" BULLNOSE

TILE TO MATCH WALL

SEAL WINDOW PERIMETER PER

MANUFACTURERS INSTRUCTIONS

CAULK INTERIOR PERIMETER

2X4 FURRING WALL

WRAP HEAD AND JAMB IN

5/16" BULLNOSE WALL TILE

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SECTIONS AND

DETAILS

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1/2" = 1'-0"2 SECTION 01

1 1/2" = 1'-0"1 WINDOW DETAIL

1 1/2" = 1'-0"4 HM HEAD DETAIL

REPLACE WD SOFFIT W/ NEW ALUM. SOFFIT PROVIDE

CONTINUOUS SOFFIT VENT AROUND PERIMETER

NEW ALUMINUM FASCIA TO MATCH NEW SOFFIT

NEW ARCHITECTURAL SHINGLES

NEW ICE AND WATER SHIELD

PROVIDE REQUIRED FLASHING, DRIP EDGE,

AND FASTENERS TO MATCH NEW FASCIA AND

SOFFIT

1 1/2" = 1'-0"3 WINDOW JAMB DETAIL

1 1/2" = 1'-0"5 WALL INFILL

2x4 JACK STUDS @ 12" O.C. AND @ PERIMETER OF EACH WINDOW EXISTING 6x4 POSTS TO REMAIN

2x4 PLATES

SEE SECTION 01 FOR

INFILL DIMENSIONS

NEW ARCHITECTURAL SHINGLES

NEW ICE AND WATER SHIELD

PROVIDE REQUIRED FLASHING

AND ACCESSORIES TO MATCH

NEW FASCIA AND SOFFIT

1 1/2" = 1'-0"6 INFILL END CONDITION DETAIL

CAULK HEAD AND JAMB @ PERIMETER TRIM

18" #4 BAR @ 16" O.C.

1 1/2" = 1'-0"7 CONCRETE FLOOR INFILL DETAIL

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FRAME HEAD AN D JAMB

WITH 1x3 SOLID SAWN

AND PAINT TO MATCH

PLYWOOD

1 1/2" = 1'-0"8 FAMILY RESTROOM SILL DETAIL

BIRDS-BEAK TERMINATION STRIP

INTEGRATED EPOXY BASE

6"

NEW 5/16" TILE

NEW 5/8" FIBER-CEMENT BACKER BOARD

NEW EPOXY FLOOR POURED OVER EXISTING CONCRETE

EXISTING MASONRY

EXISTING GLAZED CMU

EXISTING CONCRETE FLOOR

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4"

#4 BARS @ 12" O.C. BOTH WAYS

MIN 3" COVER

CENTER REBAR IN CONCRETE

FOLLOW SLOPE OF RAMP

1/4" EXPANSION JOINT

DOWEL INTO EXISTING CONCRETE

#5 18" BARS @ 16" O.C. EMBEDDED 8" INTO EXISTING CONCRETE

ADA SILL

DOOR SWEEP

8"

4" GRAVEL BELOW NEW CONCRETE SLAB AND RAMP

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DETAILS

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1 1/2" = 1'-0"2 WALL BASE DETAIL

1 1/2" = 1'-0"1 DRAIN DETAIL

1" = 1'-0"4 CONCRETE LANDING AND RAMP DETAIL

1 1/2" = 1'-0"5

STALL/WINDOW CONDITION

MOUNTING DETAIL

MOUNT ADA STALLS TO FLOOR AND CEILING

DO NOT WALL MOUNT ADA STALLS WHERE

WINDOW IS PRESENT

MOUNT ADA STALLS TO FLOOR AND CEILING

DO NOT WALL MOUNT ADA STALLS WHERE

WINDOW IS PRESENT

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2"

2"

3' - 4"

A1 B1

2'

0"

3' - 0"

6' - 8"

2'

8"

EQ EQ EQ

FLOOR

CEILINGS

TYPE 1:

5/8" BACKER BOARD

ADHERED TO EXISTING TILE

W/ THIN-SET MORTAR AND

CORROSION RESISTANT

MECHANICAL ANCHORS

SPACED MAX 8" APART O.C.

ACROSS ENTIRE PANEL

5/16" TILE ADHERED TO

BACKER BOARD WITH THIN-

SET MORTAR

1. ALL PERIMETER WALLS IN RESTROOMS SHALL

RECEIVE TYPE 1 WALL TREATMENT.

NEW FIBER CEMENT BACK BOARD SHALL BE

FASTENED TO EXISTING GLAZED CMU TILE WITH

THIN SET MORTAR AND MECHANICAL FASTENERS.

NEW TILE SHALL BE ADHERED DIRECTLY TO NEW

BACKER BOARD WITH THIN-SET MORTAR.

2. PREP EXISTING TILE TO RECEIVE BACKER

BOARD BY FILLING ANY HOLES AND PATCHING

UNTIL EACH WALL SURFACE IS LEVEL. SCUFF THE

GLAZED SURFACE USING COURSE SANDER TO

ALLOW MORTAR TO GRIP THE TILE.

3. INSTALL BACKER BOARD UNIFORMLY AND

ENSURE SURFACE IS LEVEL BEFORE APPLYING

NEW TILE.

4. ENSURE CMU WALL IS LEVEL BEFORE APPLYING

NEW TILE. ENSURE TILE IS APPLIED EVENLY AND

UNIFORMLY.

WALL NOTES:

TYPE 2:

4" CMU

5/16" TILE ADHERED TO CMU

WITH THIN-SET MORTAR

TYPE 3:

2x4 STUD

5/8" BACKER BOARD

5/16" TILE ADHERED TO

BACKER BOARD WITH THIN-

SET MORTAR

6' - 8"

EQ EQ EQ

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SCHEDULES

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DOOR & FRAME SCHEDULE

DOOR

NO.

DOOR

TYPE

FRAME

SIZE

WIDTHWIDTH HEIGHT

101 3' - 0" 6' - 8" F 3' - 4" 102 3' - 0" 6' - 8" F 3' - 4" 103 3' - 0" 6' - 8" F 3' - 4" 104A 3' - 0" 6' - 8" F 3' - 4"

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOOR WALLS CEILING

REMARKSMATERIAL FINISH BASE NORTH SOUTH EAST WEST MATERIAL FINISH HGT.

101 MENS EPOXY SHERWIN WILLIAMS "NEW GRANITE" 6" CONTINOUS FLUID APPLIED DALTILE URBAN PUTTY 6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

EXTG PATCH AND REPAIR WHERE NEEDED,

REPAINT W/ SW7004 SNOWBOUND

8'-1"

102 WOMENS EPOXY SHERWIN WILLIAMS "NEW GRANITE" 6" CONTINOUS FLUID APPLIED DALTILE URBAN PUTTY 6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

EXTG PATCH AND REPAIR WHERE NEEDED,

REPAINT W/ SW7004 SNOWBOUND

8'-1"

103 FAMILY RESTROOM EPOXY SHERWIN WILLIAMS "NEW GRANITE" 6" CONTINOUS FLUID APPLIED DALTILE URBAN PUTTY 6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

DALTILE URBAN PUTTY

6"x6" TILE

EXTG PATCH AND REPAIR WHERE NEEDED,

REPAINT W/ SW7004 SNOWBOUND

8'-1"

104 JANITOR CLO. EPOXY SHERWIN WILLIAMS "NEW GRANITE" 6" CONTINOUS FLUID APPLIED EXTG EXTG EXTG CMU EXTG PATCH AND REPAIR WHERE NEEDED, REPAINT W/ SW7004 SNOWBOUND

8'-1"

WINDOW SCHEDULE

Type Mark Count

R.O.

Type Manufacturer Model Material Finish

Glazing Head Height CommentsWidth Height Type

A1 12 3' - 0" 2' - 0" Window-Direct_Set-Pella-Impervia-Fixed_Frame_Window Pella Direct Set FIBERGLASS TAN/WHITE FROSTED 6' - 1" VERIFY ALL RO MEASURMENTS IN FIELD B2 1 6' - 8" 2' - 8" Window-Direct_Set-Pella-Impervia-Fixed_Frame_Window-Multi-Wide Pella Direct Set FIBERGLASS TAN/WHITE FROSTED 6' - 6" VERIFY ALL RO MEASURMENTS IN FIELD, TRIPLE UNIT

PROVIDED BY PELLA WITH EQUAL SPACING OF MULLIONS

1/4" = 1'-0"

DOOR & FRAME TYPES

1/4" = 1'-0"

WINDOW TYPES

1 1/2" = 1'-0"

WALL LEGEND

1 1/2" = 1'-0"1 PELLA TRIPLE UNIT FRAME DETAIL

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STM

PLUMBING PIPING MECHANICAL PIPING

DUCTWORK

CDS

CDR

CHWS

CHWR

CDS

CDR

CHWR

CHWS

AIR

ST

G

G

AIR

HWR

HWR

HWS

HWS

FP

FP

C

C

ST

V

V

SAN

HWC

SAN

EA24x14

EA24x14

EA24x14

HW

CW

HWC

OA24x14

OA24x14

OA24x14

RA24x14

SA24x14

SA24x14

S D

SA24x14

RA24x14

RA24x14

CW

HW

STM

CDR

CDS

CHWR

CHWS

HWR

HWS

G

AIR

FP

C

ST

CW

V

SAN

HWC

HW

HYDRONIC HOT WATER SUPPLY - NEW

HYDRONIC HOT WATER SUPPLY - EXISTING

HYDRONIC HOT WATER SUPPLY - DEMO

HYDRONIC HOT WATER RETURN - NEW

HYDRONIC HOT WATER RETURN - EXISTING

HYDRONIC HOT WATER RETURN - DEMO

COMPRESSED AIR - NEW

COMPRESSED AIR - EXISTING

COMPRESSED AIR - DEMO

GAS - NEW

GAS - EXISTING

GAS - DEMO

DOMESTIC COLD WATER - EXISTING

DOMESTIC COLD WATER - DEMO

DOMESTIC COLD WATER - NEW

DOMESTIC HOT WATER - EXISTING

DOMESTIC HOT WATER - DEMO

DOMESTIC HOT WATER - NEW

DOMESTIC HOT WATER RECIRC - EXISTING

DOMESTIC HOT WATER RECIRC DEMO

DOMESTIC HOT WATER RECIRC - NEW

SANITARY - EXISTING

SANITARY - DEMO

SANITARY - NEW

VENT - EXISTING

VENT - DEMO

VENT - NEW

STORM - EXISTING

STORM - DEMO

STORM - NEW

CONDENSATE - EXISTING

CONDENSATE - DEMO

CONDENSATE - NEW

FIRE PROTECTION - EXISTING

FIRE PROTECTION - DEMO

FIRE PROTECTION - NEW

ABBREVIATIONS

PIPING "T"

PIPING 90

STRAINER

SYMBOL LEGEND

CAP

NOTES

INLINE PUMP

BALANCE VALVE

PRESSURE RELIEF VALVE

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

GLOBE VALVE

GATE VALVE

CHECK VALVE

CIRCUIT SETTER

BUTTERFLY VALVE

BALL VALVE

EXHAUST AIR DUCT DOWN

EXHAUST AIR DUCT UP

RETURN AIR DUCT DOWN

RETURN AIR DUCT UP

SUPPLY AIR DUCT DOWN

SUPPLY AIR DUCT UP

AIR FLOW

HUMIDISTAT - 60" A.F.F.

THERMOSTAT - 60" A.F.F.

DUCT SMOKE DETECTOR

MOTORIZED DAMPER

FIRE / SMOKE DAMPER

(RATING DETERMINED BY WALL TYPE)

VOLUME CONTROL DAMPER

SQUARE TO ROUND TRANSITION

RETURN OR EXHAUST REGISTER

SUPPLY REGISTER

RELIEF AIR HOOD - ROOF

FRESH AIR INTAKE HOOD - ROOF

EXHAUST FAN - ROOF

RETURN OR EXHAUST AIR GRILLE

LINEAR DIFFUSER

SUPPLY AIR DIFFUSER PIPE BREAK

PIPE DOWN

PIPE UP

CLEAN OUT

GAS METER

UNION

HOSE BIBB

ELECTRIC BELL

SIAMESE CONNECTION

BARE FIN TUBE ELEMENT

FIN TUBE ELEMENT WITH COVER

EXTERNALLY INSULATED DUCTWORK

INTERNALLY LINED DUCTWORK

SUPPLY AIR DUCT - EXISTING

SUPPLY AIR DUCT - DEMO

SUPPLY AIR DUCT - NEW

RETURN AIR DUCT - EXISTING

RETURN AIR DUCT - DEMO

RETURN AIR DUCT - NEW

OUTSIDE AIR DUCT - EXISTING

OUTSIDE AIR DUCT - DEMO

OUTSIDE AIR DUCT - NEW

EXHAUST AIR DUCT - EXISTING

EXHAUST AIR DUCT - DEMO

EXHAUST AIR DUCT - NEW

CONDENSOR WATER SUPPLY

CONDENSOR WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSOR WATER SUPPLY - DEMO

CONDENSOR WATER SUPPLY - EXIST

CONDENSOR WATER RETURN - DEMO

CONDENSOR WATER RETURN - EXIST

CHILLED WATER SUPPLY - DEMO

CHILLED WATER SUPPLY - EXIST

CHILLED WATER RETURN - DEMO

CHILLED WATER RETURN - EXIST

METER

STEAM - NEW

STEAM - EXISTING

STEAM - DEMO

CONNECTION TO EXISTING

ACCU AIR COOLED CONDENSING UNIT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

APD AIR PRESSURE DROP

AS AIR SEPERATOR

B BOILER

BB BASEBOARD

BC BOOSTER COIL

BDD BACKDRAFT DAMPER

BFG BELOW FINISHED GRADE

BFP BACKFLOW PREVENTER

BHP BRAKE HORSE POWER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BT BATH TUB

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

C CONVECTOR

CA COMPRESSED AIR

CB CATCH BASIN

CC COOLING COIL

CCF 100 CUBIC FEET

CD CEILING DIFFUSER

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFP CLEAN OUT FERRULE AND PLUG

CH CHILLER

CI CAST IRON

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CO CLEAN OUT

CO CARBON MONOXIDE

COND CONDENSATE

CO2 CARBON DIOXIDE

CT COOLING TOWER

CU CONDENSING UNIT

CU FT CUBIC FOOT

CUH CABINET UNIT HEATER

CW COLD WATER

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DIFFUSER

DB DRY BULB

DEG F DEGREE FAHRENHEIT

DF DRINKING FOUNTAIN

DI DIGITAL INPUT

DIA DIAMETER

DN DOWN

DO DIGITAL OUTPUT

DWV DRAIN, WASTE AND VENT

EA EACH

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EG EXHAUST AIR GRILLE

ELEV ELEVATION

ER EXHAUST AIR REGISTER

EUH ELECTRIC UNIT HEATER

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

EXH EXHAUST

F FURNACE

FAI FRESH AIR INTAKE

FBO FURNISHED BY OTHERS

FC FAN COIL

FD FLOOR DRAIN

FD FIRE DAMPER

FIN FIN TUBE RADIATION

FLG FLANGE

FP FIRE PROTECTION

FPM FEET PER MINUTE

FT FOOT OR FEET

F&T FLOAT AND THERMOSTATIC TRAP

G GAS (NATURAL)

GAL GALLON

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GT GREASE TRAP

H HYDROGEN

HB HOSE BIBB

HC HEATING COIL

HCO HORIZONTAL CLEANOUT

HP HORSE POWER

HTR HEATER

HVAC HEATING, VENTILATING & AIR COND

HW HOT WATER

HWC HOT WATER RECIRCULATING

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HX HEAT EXCHANGER

IE INVERT ELEVATION

IF INLINE FAN

IN INCH OR INCHES

IP IRON PIPE

INV INVERT

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

JC JANITOR'S CLOSET

JS JANITOR'S SINK

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LBS POUNDS

LHWR LOW TEMPERATURE HOT WATER

RETURN

LHWS LOW TEMPERATURE HOT WATER

SUPPLY

LIQ LIQUID (REFRIGERATION)

LV LOUVER

LP PROPANE GAS (LIQUID)

LWT LEAVING WATER TEMPERATURE

M METER

MAU MAKE-UP AIR HANDLING UNIT

MAX MAXIMUM

MB MOP BASIN

MBH BRITISH THERMAL UNITS (1000)

MBTUH BRITISH THERMAL UNITS (1000)

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPACITY

MD MOTORIZED DAMPER

MECH MECHANICAL

MIN MINIMUM

MOCP MAXIMUM OVER CURRENT

PROTECTION

OA OUTDOOR AIR

OAI OUTDOOR AIR INTAKE

OC ON CENTER

OD OVERFLOW DRAIN

ODP OPEN DRIP PROOF

OXY OXYGEN

P PUMP

PC PLUMBING CONTRACTOR

PD PNEUMATIC OPERATED DAMPER

PIV POST INDICATING VALVE

PRV PRESSURE REDUCING VALVE

PT PRESSURE TEMPERATURE PLUG

PTAC PACKAGED TERMINAL AIR COND. UNIT

PVAC PROCESS VACUUM

S SINK

SA SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SAF SUPPLY AIR FAN

SAN SANITARY SEWER

SD SMOKE DETECTOR

SG SUPPLY AIR GRILLE

SH SHOWER HEAD

SHC STEAM HEATING COIL

SR SUPPLY REGISTER

SS STAINLESS STEEL

ST STORM

STM STEAM

SUCT SUCTION (REFRIGERATION)

TCC TEMPERATURE CONTROL CONTRACTOR

TCD TEMPERATURE CONTROL DAMPER

TCP TEMPERATURE CONTROL PANEL

TD TRANSFER DUCT

TG TRANSFER AIR GRILLE

TT THERMOSTATIC TRAP

TW TEMPERED WATER

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UV UNIT VENTILATOR

V VENT

VAC VACUUM

VAV VARIABLE AIR VOLUME BOX

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VS VENT STACK (SANITARY)

VTR VENT THRU ROOF (SANITARY)

VUV VERTICAL UNIT VENTILATOR

W WASTE

WB WET BULB

WC WATER CLOSET

W/O WITHOUT

WH WATER HEATER

WSHP WATER SOURCE HEAT PUMP

NOTE:

NOT ALL ABBREVIATIONS AND/OR SYMBOLS ARE

USED IN THIS SET OF DOCUMENTS.

N2O NITROUS OXIDE

NC NORMALLY CLOSED

NIC NOT INCLUDED OR NOT IN CONTRACT

NIT NITROGEN

NO NORMALLY OPEN

KW KILOWATT

R REGISTER

RA RETURN AIR

RD ROOF DRAIN

RET RETURN

RF RETURN FAN

RG RETURN AIR GRILLE

RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER

RR RETURN REGISTER

RTU ROOF TOP UNIT

MECHANICAL/PLUMBING AND FIRE PROTECTION GENERAL NOTES

1. THESE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE

EVERY OFFSET, VALVE, FITTING, ETC. REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FIELD ROUTING

ALL DUCTWORK AND PIPING AT NO ADDITIONAL COST.

2. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIALS AND OPERATIONS AND

PERFORM ALL LABOR REQUIRED FOR INSTALLATIONS AS INDICATED THE DRAWINGS, IN THE

SPECIFICATIONS AND AS REQUIRED BY LOCAL, STATE AND FEDERAL CODES, AND AS MAY BE

REASONABLY IMPLIED TO ACCOMPLISH COMPLETE MECHANICAL, PLUMBING AND FIRE PROTECTION

SYSTEMS.

3. ALL ELECTRICAL DISCONNECTS REQUIRED PER NEC CODE SHALL BE FURNISHED AND

INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE.

4. CONTRACTOR SHALL PROVIDE PRODUCTS AS SPECIFIED ON THE DRAWINGS AND

SPECIFICATIONS, HOWEVER, WHERE THE WORDS "EQUAL TO" ARE USED, ADDITIONAL PRODUCTS

MAY BE SUBMITTED AS PROPOSED SUBSTITUTIONS, BUT REQUIRE APPROVAL FROM

ARCHITECT/ENGINEER.

5. DESIGN DRAWINGS SHOW GENERAL ARRANGEMENT AND EXTENT OF WORK. THE DRAWINGS

ARE DIAGRAMMATIC AND MAY NOT NECESSARILY BE DRAWN TO SCALE FOR PURPOSE OF CLARITY AND LEGIBILITY. IT IS INTENDED THAT ALL ITEMS BE LOCATED SYMMETRICALLY WITH ARCHITECTURAL

ELEMENTS WHERE FEASIBLE AND BE INSTALLED TO AVOID OBSTRUCTIONS AND PRESERVE

HEADROOM. CONTRACTOR SHALL REVIEW PLANS OF OTHER TRADES WITH HIS OWN WORK TO AVOID CONFLICTS AND INTERFERENCES. CONTRACTOR MUST MAKE USE OF ALL SOURCES OF INFORMATION

INCLUDING DRAWINGS OF EQUIPMENT FURNISHED BY OTHERS. FAILURE TO REVIEW WORKING

SPACES OR CHECK DIMENSIONS IN QUESTION SHALL NOT WARRANT CONFLICTS.

6. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. WHERE DRAWINGS

AND SPECIFICATIONS CONFLICT EACH OTHER, IT IS THE CONTRACTORS RESPONSIBILITY TO GET CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO BIDDING. FAILURE TO GET CLARIFICATION SHALL NOT RESULT IN ADDITIONAL COST AND THE MORE STRINGENT SHALL BE USED AS INTENDED

BASIS FOR BIDDING.

7. PLANS AND SPECIFICATIONS ARE INTENDED TO CONFORM TO GOVERNING CODES AND

STANDARDS. IF NON-CONFORMITIES ARE DISCOVERED WHILE BIDDING, OR PERFORMING THE WORK IMPLIED, BRING THE SAME TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR CLARIFICATION IN WRITING PRIOR TO SUBMITTING BID OR PROCEEDING WITH WORK. NON-CONFORMITIES OF CODE COMPLIANCE WORK INSTALLED AND CORRECTIONS REQUIRED WITHOUT CONSULTION AND WRITTEN RESPONSE OF SAME BY THE ENGINEER WILL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY.

8. MOTORS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AS REQUIRED BY THE

EQUIPMENT FURNISHED BY THE MECHANICAL CONTRACTOR. MOTORS TO BE SUITABLE FOR LOAD, DUTY, VOLTAGE, FREQUENCY, HAZARD, SERVICE AND LOCATION INTENDED. SINGLE PHASE MOTORS MUST HAVE INTEGRAL THERMAL OVERLOAD PROTECTION IN ADDITION TO THAT PROVIDED IN MOTOR

CONTROLLERS. MOTORS TO CONFORM IN DESIGN AND PERFORMANCE TO THE MOTOR STANDARDS

OF NEMA. MOTORS RATED FOR CONTINUOUS DUTY UNDER FULL LOAD WITH A MAXIMUM

TEMPERATURE RISE OF 105 DEG F FOR OPEN, 125 DEG F FOR DRIP PROOF AND 130 DEG F FOR

EXPLOSION PROOF AND TOTALLY ENCLOSED TYPES. SUPPLY MOTORS WITH BELT DRIVES WITH

ADJUSTABLE BASES, REMOVABLE BELT GUARDS AND VARIABLE PITCH DRIVE PULLEY SELECTED SO THAT MIDPOINT OF VARIABLE RANGE OF PULLEY WILL DRIVE EQUIPMENT AT RATED SPEED. MOTORS

1 HP AND LARGER SHALL BE THREE PHASE (UNLESS OTHERWISE LISTED).

9. MOTOR CONTROLLERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FOR

MOTORS FURNISHED BY THE MECHANICAL CONTRACTOR. MOTOR CONTROLLERS SHALL BE OF SIZES AND TYPES AS NEEDED TO MEET THE OPERATIONAL CONDITIONS AS REQUIRED BY THE SEQUENCE OF OPERATION. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL THE POWER CIRCUIT, LOCAL

DISCONNECT AND CONNECTION TO MOTOR TERMINALS. MECHANICAL CONTRACTOR TO MOUNT

MOTOR CONTROLLERS AND CONTROL COMPONENTS AND WIRE AND MAKE ALL FINAL CONTROL

CONNECTIONS BETWEEN DEVICES.

10. THE DRAWINGS INDICATE KNOWN UTILITY AND DRAINAGE LINES IN ACCORDANCE WITH THE

INFORMATION FURNISHED TO THE ENGINEER. RESPONSIBILITY FOR LOCATING, UNCOVERING,

DISPOSING OR MAINTAINING ALL EXISTING UTILITY LINES TO REST SOLELY WITH THE CONTRACTOR.

VERIFY LOCATIONS AND DEPTHS OF SERVICE CONNECTION POINTS BEFORE PROCEEDING WITH

CONSTRUCTION.

11. CONTRACTOR SHALL CHECK EXISTING PREMISES BEFORE SUBMISSION OF BIDS TO CHECK

ALL CONDITIONS WHICH MAY EFFECT THE PERFORMANCE OF THE WORK INVOLVED. NO

ALLOWANCES OR EXTRA PAYMENT WILL BE MADE DUE TO CONTRACTOR'S FAILURE TO EXAMINE SITE

AND FULLY DISCERN WORKING CONDITIONS.

12. MECHANICAL CONTRACTOR SHALL RECEIVE, PROPERLY HOUSE, HANDLE, HOIST, AND

DELIVER TO PROPER LOCATION EQUIPMENT AND OTHER MATERIALS REQUIRED FOR THIS CONTRACT.

13. THE CONTRACTOR SHALL OBTAIN PERMITS, ARRANGE FOR INSPECTIONS, AND PAY FEES AND EXPENSES IN CONNECTION THEREWITH, AS A PART OF THE WORK REQUIRING SUCH PERMITS. EVERY

EFFORT IS MADE TO DESCRIBE THE WORK REQUIREMENTS IN CONFORMITY WITH APPLICABLE

CODES.

14. THE CONTRACTOR SHALL REVIEW ANY ALTERNATES OF OTHER TRADES, AND PRICE THEIR BID

TO ACCOUNT FOR ITEMS AFFECTING HIS WORK.

15. PIPING PASSING THROUGH CORRIDORS, TUNNELS, CHASES, ETC. SHALL BE CONSIDERED FOR

PROPER DRAINAGE. CONSULT WITH THE OTHER CONTRACTORS AND AVOID CONFLICT WITH

LOCATION OF PIPING. ORDER OF PRIORITY FOR ALL PIPING AND CONDUITS TO BE INSTALLED SHALL

BE AS FOLLOWS WITH THE HIGHEST PRIORITY LISTED FIRST.

A. PLUMBING DRAIN LINES

B. CONDENSATE LINES

C. DUCTWORK

D. FIRE PROTECTION

E. HOT AND COLD WATER PIPING

F. ELECTRICAL CONDUIT

16. WORK ASSIGNMENTS INFERRED BY THE DRAWINGS AND NOTES INCLUDED IN THESE PROJECT

DOCUMENTS ARE INFORMATIONAL ONLY AND ARE NOT INTENDED TO RELIEVE THE BIDDING

CONTRACTOR OF HIS OBLIGATION TO THE OWNER TO PROVIDE A COMPLETE AND COORDINATED

PROJECT. COMPREHENSIVE SUBCONTRACTOR COORDINATION AND FINAL WORK ASSIGNMENTS TO

SUBCONTRACTORS ARE THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR.

17. ALL DUCTS SERVING SUPPLY, RETURN AND EXHAUST TERMINALS SHALL BE PROVIDED WITH

BALANCE DAMPERS. FOR CLARITY, ALL DAMPERS MAY NOT BE SHOWN ON PLANS.

18. PROVIDE DIELECTRIC UNIONS/CONNECTIONS AT ALL JUNCTIONS OF DISSIMILAR METALS.

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OVERFLOW STORM - EXISTING

OVERFLOW STORM - DEMO

OVERFLOW STORM - NEW

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MECHANICAL AND

PLUMBING

ABBREVIATIONS

AND SYMBOLS

S T

A T

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IN

A C

S T

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A Y

U S

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E S

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S T

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IN

A C

S T

A T

E H

IS

T

O R

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P D

A Y

U S

E R

E S

T R

O O

M S

R E

M O

D E

L

R E

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W

-1

-2

R E

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-2

-2

B

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S E

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-1

1 2

3 3

SAN

CW TW

TW

CW

CW

HW

SAN

CW2"ø

4"ø

2"ø

EXISTING

UNDERGROUND

WATER SERVICE

33 3 3 3

2 2

2 2

EXISTING

UNDERGROUND

SANITARY SERVICE

= REMOVE AND REPLACE CONCRETE SLAB AS REQUIRED FOR DEMO AND PROPOSED PLUMBING. COORDINATE WITH GENERAL CONTRATOR.

GENERAL NOTES

1. IT IS THE INTENT TO REMOVE ALL EXISTING PLUMBING PIPING AND FIXTURES AND

REPLACE WITH NEW. THE EXISTING SANITARY SERVICE AND DOMESTIC WATER SERVICE

TO THE BUILDING SHALL REMAIN.

2. CONTRACTOR SHALL SEAL ALL PENETRATIONS, USED AND UNUSED, THROUGH EXISTING

FOUNDATION WALLS FROM THE PLUMBING CHASE.

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EXISTING

PLUMBING PLAN

S T

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A C

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IS

T

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U S

E R

E S

T R

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E S

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S T

A T

E O

F M

IC

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A C

S T

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T

O R

IC

P

A R

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U S

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E S

T R

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1/2" = 1'-0"A1

EXISTING PLUMBING PLAN

KEYNOTES

1 REMOVE EXISTING WATER HEATER AND ASSOCIATED PLUMBING AND SUPPORTS.

2 REMOVE EXISTING LAVATORY/SINK AND ASSOCIATED PLUMBING AND SUPPORTS.

3 REMOVE EXISTING WATER CLOSET/URINAL AND ASSOCIATED PLUMBING AND SUPPORTS.

4 REMOVE EXISTING MIXING VALVE AND ASSOCIATED PLUMBING AND SUPPORTS.

5 REMOVE FLOOR DRAIN AND ASSOCIATED PLUMBING.

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EXISTING SANITARY

SERVICE SEE SITE PLAN

FOR CONTINUATION

EXISTING WATER

SERVICE SEE SITE PLAN

FOR CONTINUATION

2"ø

CW

3"ø

MENS

WOMENS

JANITOR

CLO.

FAMILY

RESTROOM

3" CIRCUIT VENT

4"ø

CLEANOUT

2" ø 1

1/ 2" ø

1 1/2"ø

1/

2" ø

1 1/2"ø

3"ø

2"ø

2" ø

2"ø

"ø

1½" V

4" UP

2" SAN UP TO U-1 AND U-2

"ø

"ø

3" ø

2" ø

1½" V

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PROPOSED

UNDERSLAB

PLUMBING PLAN

S T

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S T

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IN

A C

S T

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IS

T

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P

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U S

E R

E S

T R

O O

M S

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PROPOSED UNDERSLAB PLUMBING PLAN

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1 1/4"ø

3/4"ø

3" VTR

1 1/4"ø1"ø

/4

"ø

3/4"ø2"ø 2"ø 1 1/2"ø

1 1/2"ø 1 1/2"ø

/2 "ø

1 1/2"ø 1 1/4"ø 3/4"ø

WC-1

WC-1

WC-2

U-2 U-1

L-1 L-1

L-1L-1

L-1

FD-1

CW

CW CW

C W

H W

HW

HW

EWH-1

SS-1

FD-1

1 1/2"ø

2" SAN DN

3"ø V

2"ø

4" CLEANOUT

2"ø 1 1/2"ø

V

WC-2

WC-2WC-2WC-2WC-2

WC-1

FD-1

FD-1

2"ø

1" CW DOWN TO WC-1

/2

"ø

1 1/4"ø

DF-1

2"ø

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PROPOSED

PLUMBING PLAN

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F M

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PROPOSED PLUMBING PLAN

NOTE: SLOPE ALL DOMESTIC WATER PIPING AND ARRANGE SYSTEMS TO DRAIN AT LOW POINTS.

R E

V

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R E

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-2

B

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-1

34"

8"

27"

FAUCET

WATTS USG-B

THERMOSTATIC

MIXING VALVE

WATTS USG-B

THERMOSTATIC MIXING

VALVE

FLEXIBLE SUPPLY

LINES (TYP.)

CHROME P-TRAP

WITH OUTLET

AND TRAP WRAP

CHROME P-TRAP WITH

OUTLET AND TRAP

WRAP

PROVIDE ADA WRAP ON ALL

SUPPLY LINES AND P-TRAP M

H C

9"

6" MAX.

MIXED WATER

SUPPLY TO FAUCET

FAUCET

1/4 TURN ANGLE

SHUT-OFF VALVE

W/ ESCUTCHEON

STRAINER PER

SCHEDULE

TRAP SEAL

"QUAD-CLOSE" BY

J.R.SMITH MFG. CO.

FLOOR DRAIN BODY WITH

ADJUSTABLE STRAINER

AND

MEMBRANE CLAMP PER

SCHEDULE

PVC DRAIN PIPING TO MAIN

(SEE PLAN FOR SIZE)

MINIMUM OF 24" FROM

ANY WALL OR

STRUCTURE

ROOF CONSTRUCTION

AS INDICATED ON PLANS

INCREASER IF REQUIRED

VENT PIPE

12"

MINIMUM

HEIGHT

C L

1. VENT THRU ROOF (VTR) FOR PIPE

SIZES SMALLER THAN 3" MUST BE

INCREASED TO MINIMUM OF 3".

2. INCREASE IN PIPE DIAMETER MUST BE

MADE A MINIMUM OF 12" INSIDE THE

BUILDING.

FRICTION FIT NEOPRENE COLLAR

METAL CONE FLASHING

GENERAL PLUMBING NOTES:

1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2021 MICHIGAN PLUMBING CODE, OR LATEST ADOPTED EDITION, ALL LOCAL CODES

AND AUTHORITIES HAVING JURISDICTION.

2. PLUMBING CONTRACTOR RESPONSIBLE FOR DOMESTIC SANITARY AND STORM PIPING TO 5 FEET OUTSIDE OF THE BUILDING FOUNDATION.

3. EVERY TRAP AND TRAPPED FIXTURE SHALL BE VENTED IN ACCORDANCE WITH ONE OF THE VENTING METHODS SPECIFIED IN THE

PLUMBING CODE.

4. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE OF THE BUILDING TO INSURE NOT LESS THAN 4 FEET OF COVER. CONSULT WITH

ENGINEER PRIOR TO BURYING PIPE IF THIS CANNOT BE ACCOMPLISHED.

5. SLOPE ALL NEW SANITARY PIPING A MINIMUM OF 1/4" PER FOOT FOR PIPE SIZES 2-1/2" AND LESS, 1/8" PER FOOT FOR PIPE SIZES 3" TO 6", AND 1/16" PER FOOT FOR PIPE SIZES 8" AND LARGER.

6. PLUMBING VENT STACKS WITHIN 10'-0" SHALL BE 3'-0" MINIMUM ABOVE ANY SUPPLY AIR INTAKE, OPERABLE BUILDING OPENING OR

ADJACENT BUILDING.

7. PROVIDE CLEANOUTS WITHIN BUILDINGS 100 FEET APART MAXIMUM, AND AT LOCATIONS WHERE A CHANGE IN DIRECTION GREATER THAN 45 DEGREES OCCURS. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS ONLY ONE CLEANOUT IS REQUIRED FOR EACH 40 FEET

OF PIPING.

8. TEST NEW SANITARY PIPING TO BE FREE OF LEAKS. TEST SHALL BE WITNESSED BY THE CODE OFFICIAL.

9. IN CONCEALED LOCATIONS WHERE PIPING, OTHER THAN CAST-IRON OR GALVANIZED STEEL IS INSTALLED THROUGH HOLES OR NOTCHES IN STUDS, JOISTS, RAFTERS OR SIMILAR MEMBERS LESS THAN 1 1/2 INCHES FROM THE NEAREST EDGE OF THE MEMBER, THE PIPE SHALL

BE PROTECTED BY STEEL SHIELD PLATES.

10. DOMESTIC WATER PIPING SHALL BE 1/2" MINIMUM UNLESS NOTED OTHERWISE.

11. EACH BRANCH OF FIXTURES AND EQUIPMENT SHALL HAVE WATER SUPPLY ISOLATION BALL VALVES.

12. A WATER HAMMER ARRESTOR, CONFORMING TO ASSE 1010 & PDI WH201, SHALL BE INSTALLED WHERE QUICK-CLOSING VALVES ARE UTILIZED (E.G. TOILET FLUSH VALVES, FOOD DISPOSALS AND AUTOMATIC DISHWASHING WASHING MACHINES).

13. TEST NEW DOMESTIC WATER PIPING TO BE FREE OF LEAKS. TEST SHALL BE WITNESSED BY THE CODE OFFICIAL AND DOCUMENTED.

14. MOUNTING HEIGHT OF ACCESSIBLE LAVATORIES, URINALS AND WATER CLOSETS SHALL MEET ADA AND MICHIGAN BARRIER FREE

REQUIREMENTS.

15. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS. ATTACH ALL

FIXTURES TO SUPPORTING SURFACES PLUMB AND LEVEL.

16. AT EACH ACCESSIBLE WATER CLOSET AND URINAL INSTALL THE FLUSH HANDLE TOWARD THE "OPEN" SIDE OF THE WATER CLOSET STALL.

17. PROVIDE INDIVIDUAL WATER SUPPLIES, STOP VALVES, TRAPS AND TRIM AT ALL PLUMBING FIXTURES.

18. INSTALL POTABLE WATER CROSS CONNECTION PROTECTION DEVICES ON WATER LINES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR (E.G.. ON FIRE PROTECTION SYSTEM, JANITOR ROOM MOP/SERVICE SINKS, AND HOSE BIBBS).

19. SANITIZE ALL NEW HOT & COLD-WATER LINES PER LOCAL WATER DEPARTMENT REQUIREMENTS. FLUSH AND TEST SYSTEM FOR LEAKS.

20. PROVIDE ESCUTCHEON PLATES FOR ALL PIPES PASSING THROUGH WALLS, FLOORS AND CEILINGS.

21. PIPE INSULATION: WHEN EXPOSED PROVIDE PVC PIPE INSULATION JACKETING TO 10 FEET ABOVE FINISHED FLOOR WITH SOLVENT WELD

SEAMS AND JOINTS IN FOOD FACILITIES.

22. NO SHARP OR ABRASIVE SURFACES SHALL REMAIN EXPOSED UNDER LAVATORIES.

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D a y

U s e R e s tr o o m

R e n o va ti o n s M e c h a n ic a l R

.r v t

/1

/2

:5

:5

A

M

P601

PLUMBING DETAILS

& SCHEDULES

S T

A T

E O

F M

IC

H

IG

A

N M

A C

K

IN

A C

S T

A T

E H

IS

T

O R

IC

P

A R

K M

S H

P D

A Y

U S

E R

E S

T R

O O

M S

R E

M O

D E

L

N

H U

R O

N A

V E

, M A

C K

IN

A

W C

IT

Y

, M I 4

M -0

E S

S P

J G

E S

S T

A T

E O

F M

IC

H

IG

A

N M

A C

K

IN

A C

S T

A T

E H

IS

T

O R

IC

P

A R

K M

S H

P D

A Y

U S

E R

E S

T R

O O

M S

R E

M O

D E

L

NOT TO SCALEC2

MIXING VALVE DETAIL

NOT TO SCALEB3

FLOOR DRAIN DETAIL

NOT TO SCALEC1

VENT THROUGH ROOF DETAIL

a. These thicknesses are based on energy efficiency considerations only. Additional insulation my be necessary for safety.

b. For direc-buried service water heating system piping, reduction of these thicknesses by

1.5 in. shall be permitted (before thickness adjustment required in Section 7.4.3 but not to thicknesses less than 1 in.

≤140 0.22 to 0.28 100 1.0 1.0 1.5 1.5 1.5

>140 to 200 0.25 to 0.29 125 1.0 1.0 2.0 2.0 2.0

>200 0.27 to 0.30 150 1.5 1.5 2.5 3.0 3.0

Service Water Heating System Piping Located in Partitions within Conditioned Spaces

≤140 0.22 to 0.28 100 1.0 1.0 1.5 2.0 2.0

>140 to 200 0.25 to 0.29 125 1.5 1.5 2.5 2.5 2.5

>200 0.27 to 0.30 150 2.5 2.5 3.0 3.0 3.0

Service Water Heating System Piping not…