25064 MDOT Engadine Garage Roof - Drawings.pdf

PDF 1 MB Posted

Attached to
591/25064. ABG; MDOT Engadine Garage Roof Replacement
Solicitation number
RFQ-171-250000000313-2
Issued by
Luce County, Michigan

About this file

These are architectural design drawings for the Michigan Department of Transportation (MDOT) Engadine Garage Roof Replacement project located at N7045 Highway 117 in Engadine, Michigan. The project involves a comprehensive roof replacement for a municipal garage facility, with detailed plans for demolition and reconstruction including removing existing roofing membrane and insulation, reinstalling roof drains, and implementing new flashing and roofing systems. The drawings, prepared by U.P. Engineers & Architects, Inc., provide a comprehensive technical scope including roof plans, demolition plans, detailed sections, and specific installation requirements.

The project documents specify technical requirements such as core sampling for roof thickness verification, raising mechanical units to allow new flashing installation, providing insulation saddles for projecting equipment, and ensuring proper membrane termination and water-tight connections. The roof replacement involves multiple sections totaling approximately 14,850 square feet, with specific attention to parapet walls, scuppers, vent stacks, and structural interface details. The drawings indicate careful consideration of existing building components, including CMU walls, metal siding, and structural elements, with precise specifications for new roofing materials, anchoring, and integration with existing building systems.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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 NSUL AM AMOENA

M

FILE NO.: 591 / 25064.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

DAN HALL - FIELD REPRESENTATIVE - (906)

EMAIL: HALLD22@MICHIGAN.GOV

MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT)

MATT LUSBY

EMAIL: LUSBY@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

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

D

C

B

A

D

C

B

A

© 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

PR

OJ

EC

T N O:

w w w .u pe a.

co m

DR

AW

N

BY

CH

EC

KE

D:

AP

PR

OV

ED

DE

SI

GN

ED

B Y:

IS

SU

ED

F O R

D A

TE

P:

\M -0 D

TM

B- M D O T En ga di ne G ar ag e R oo f R ep la ce m en t\D w gs \M -0 .rv t

3/ /2 1:

:1

PM

591/25064.ABG MDOT ENGADINE GARAGE

ROOF REPLACEMENT

N7045 HWY 117

G001

COVER SHEET

1/ 4.

A B G M D O T

EN

G A D

IN

E

G A R A G E R O O F R

EP

LA

C

EM

EN

T

N7 5 H W Y

EN

GA

DI

NE

, M I 4

M -0

D C

JG JGD

C

1/ 4.

A B G M D O T

EN

G A D

IN

E

G A R A G E R O O F R

EP

LA

C

EM

EN

T

N H W Y

ENGADINE, MI 49827

SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

AD101 ROOF DEMO PLAN

A101 ROOF PLAN

PROJECT LOCATION

O W N

ER

R

EV

IE

W

2- -2

O W N

ER

R

EV

IE

W

2- -2

BI

D D

IN

G

3- -2

PROJECT LOCATION

N7045 HWY 117

ENGADINE, MI 49827

RD RD

160' - 0"

RD

RD RD

2 2 1

4 4 4

5 5 5

5 5 5

RD RD

RD RD RD

6 6

9' - 9" 73' - 8" 14' - 7" 52' - 0" 10' - 0"

6'

0" 9'

0"

TRUSS BEARING

118' - 0"

DEMO EXISTING MEMBRANE,

INSULATION TO EXPOSE

ROOF DECK.

DEMO EXISTING

FASCIA

DEMO EXISTING

2x NAILER/CAP

DEMO EXISTING 8" TOP

COURSE OF CMU

NOTE: CONTRACTOR TO VERIFY

IF EXISTING CORES ARE GROUTED

SOLID PRIOR TO INSTALLATION

OF NEW PT 2x12 SILL ON SILL SEAL.

(CONTACT ENGINEER BASED ON FINDINGS)

11 5/8"

DEMO KEYNOTES

1 REMOVE EXISTING FLASHING/CAP AND TOP COURSE OF 8" CMU.

REFER TO DETAIL A5 THIS SHEET.

2 EXISTING HVAC CURBS TO REMAIN.

3 DEMO EXISTING ROOFING MEMBRANE AND INSULATION TO ROOF

DECK.

4 EXISTING VENT STACK TO REMAIN.

5 REMOVE EXISTING ROOF DRAIN AND REINSTALL AT NEW LOCATION.

(TYP. AT (6) LOCATIONS)

6 EXISTING ROOF DRAINS TO REMAIN.

7 EXISTING HVAC EQUIPMENT TO REMAIN.

8 DEMO EXISTING EXPANSION JOINT.

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

PR

OJ

EC

T N

O:

DR

AW

N

BY

CH

EC

KE

D:

AP

PR

OV

ED

DE

SI

GN

ED

B Y:

w w w .u pe a.

co m

IS

SU

ED

F O R

D A

TE

P:

\M

-0

D

TM

B- M

D O

T En ga di ne G ar ag e R oo f R ep la ce m en t\D w gs

\M

-0

.rv t

3/

/2

1:

:3

PM

AD101

ROOF DEMO PLAN

1/ 4.

A B G M D O T

EN

G A D

IN

E

G A R A G E R O O F R

EP

LA

C

EM

EN

T

N7 5 H W Y

EN

GA

DI

NE

, M I 4

M

-0

D C

G K

JGD

C

1/ 4.

A B G M D O T

EN

G A D

IN

E

G A R A G E R O O F R

EP

LA

C

EM

EN

T

N H W Y

O W

N

ER

R

EV

IE

W

2-

-2

O W

N

ER

R

EV

IE

W

2-

-2

BI

D

D

IN

G 3-

-2

1/8" = 1'-0"A1 DEMO ROOF PLAN

3/4" = 1'-0"A5 DEMO SECTION

DEMO GENERAL NOTES:

1. CONTRACTOR TO CORE SAMPLE AT PROJECT WALKTHROUGH

FOR VERIFICATION OF ROOF THICKENESS.

RIDGE

B5 A101

9' - 2 1/2" 52' - 0"

6'

0"

9' - 5 1/2"

8'X8' EXHAUST

FAN CURB

2'x8' VENTILATOR

CURB

2'x8' VENTILATOR

CURB

VENT STACK

(TYP.)

RD RD

14' - 7"

9'

0"

73' - 8"

140' - 3"

A4 A101

40' - 0" 40' - 0" 36' - 0"

NEW ROOF

DRAIN LOCATIONS (TYP.

AT (6) LOCATIONS)

NEW ROOF

DRAIN LOCATIONS (TYP.

AT (6) LOCATIONS)

160' - 0"

NEW FULLY ADHERED

MEMBRANE ROOFING

OVER R-30 ISO INSULATION

VENT STACK

(TYP.)

VENT STACK

(TYP.)

RD RD RD

RD RD

RD RD RD

A2

A101

A4 A101

Sim

A2 A101

Sim

THIS ROOF = 12,500 SQ.FT.

THIS ROOF = 3,750 SQ.FT.

NEW

CAP

NEW FULLY ADHERED

MEMBRANE ROOFING

OVER R-30 ISO INSULATION

SL

OP

E

SL

OP

E

LINE INDICATES TAPERED

INSULATION FOR POSITIVE

ROOF DRAINAGE.

(CONTRACTOR TO SUBMIT

SHOP DRAWINGS FOR APPROVAL)

LINE INDICATES ISO "WEDGE"

AROUND EAST AND WEST

ENDS OF ROOF. (30" WIDE x 4")

LINE INDICATES ISO "WEDGE"

AROUND EAST AND WEST

ENDS OF ROOF. (30" WIDE x 4")

THROUGH WALL SCUPPER

W/GALV. SCREEN - SIMILAR

TO THUNDERBIRD COPPER

INSIDE SCUPPER DRAIN

W/OVERFLOW, MODEL #

DRXTPDNDCB (TYP. AT

ALL (8) LOCATIONS)

SCUPPER SCUPPER

SCUPPER

VERTICAL TERMINATION

BAR (SIMILAR TO A3/A101)

VERTICAL TERMINATION

BAR (SIMILAR TO A3/A101)

TRUSS BEARING

118' - 0"

PARAPET WALL

120' - 0"

WRAP MEMBRANE

UP AND OVER PARAPET

WALL (TYP.)

INSULATION

"WEDGE"

EXISTING

CMU WALL

DEMO'D ROOF

DRAIN

PROPOSED ROOF

DRAIN. CONNECT TO

EXISTING PIPING

ROOF DRAIN LINES

TIED INTO EXISTING

UNDER ROOF STRUCTURE

ALUM.

CAP

1/2"x10" GALV.

ANCHOR BOLT

SPACED 48" O.C.

(16" FROM EA. BLDG

CORNER)

DOUBLE TOP

PLATE

NOTE: CONTRACTOR TO PROTECT

INTERIOR INSULATION FROM DAMAGE

DUE TO NEW ROOF INSTALLATION.

(TYP. FOR ENTIRE ROOF)

METAL SIDING

VAPOR BARRIER

5/8" OSB SHEATHING

2x6 STUDS (12" O.C.)

PT 1/2" PLYWD.

PT 2x12 SILL

ON SILL SEAL

GROUT TOP (2)

COURSES SOLID

FOR NEW ANCHOR

BOLTS @ 48" O.C.

DEMO EXISTING DRAIN ELBOW,

INSTALL NEW FERCO FITTING

AND EXTEND DRAIN PIPE TO

NEW ROOF DRAIN LOCATION

NEW ROOF DRAIN

LINE. (MATCH EXISTING)

DRAIN SUPPORT

24" O.C. (TYP.)

EXTEND METAL SIDING

2" BELOW TOP OF MASONRY (TYP.)

M

ET

AL

2'

2"

TAPERED INSULATION

TO ROOF DRAIN

CONTRACTOR TO PATCH ROOF

HOLE FROM DEMO'D ROOF DRAIN.

(MATCH ROOF DECKING, AND PATCH

OR RESPRAY INTERIOR INSULATION

TO MATCH EXISTING)

TRUSS BEARING

118' - 0"

PARAPET WALL

120' - 0"WRAP MEMBRANE

UP AND OVER PARAPET

WALL (TYP.)

METAL SIDING

VAPOR BARRIER

5/8" OSB SHEATHING

2x6 STUDS (12" O.C.)

PT 1/2" PLYWD.

EXISTING

CMU WALL

ALUM.

CAP

1/2"x10" GALV.

ANCHOR BOLT

SPACED 48" O.C.

(16" FROM EA. BLDG

CORNER)

DOUBLE TOP

PLATE

MEMBRANE TERMINATION

BAR (CAULK AND INSURE

WATER TIGHT BOND TO

EXISTING CMU)

AB

O

VE

L

O W

ER

R

O O

F 2'

9"

NEW FULLY ADHERED ROOF

MEMBRANE OVER R-30 ISO

INSULATION NEW METAL COPING

(EXTEND PAST

EXISTING MASONRY

BY MIN. OF 2")

8"

NEW METAL TRIM

PT 2x12 SILL

ON SILL SEAL

GROUT TOP (2)

COURSES SOLID

FOR NEW ANCHOR

BOLTS @ 48" O.C.

NEW PT 2x AS

NECESSARY FOR

NEW METAL COPING

M

ET

AL

2'

2"

EXTEND METAL SIDING

2" BELOW TOP OF MASONRY (TYP.)

TAPERED INSULATION

TO ROOF DRAIN

A101 A3

TRUSS BEARING

118' - 0"

PARAPET WALL

120' - 0"

WRAP MEMBRANE

UP AND OVER PARAPET

WALL (TYP.)

INSULATION "WEDGE"

(30" WIDE x 4")

EXISTING

CMU WALL

ALUM.

CAP

1/2"x10" GALV.

ANCHOR BOLT

SPACED 48" O.C.

(16" FROM EA. BLDG

CORNER)

DOUBLE TOP

PLATE

PT 2x12 SILL

ON SILL SEAL

GROUT TOP (2)

COURSES SOLID

FOR NEW ANCHOR

BOLTS @ 48" O.C.

METAL SIDING

VAPOR BARRIER

5/8" OSB SHEATHING

2x6 STUDS (12" O.C.)

PT 1/2" PLYWD.

EXTEND METAL SIDING

2" BELOW TOP OF MASONRY (TYP.)

M

ET

AL

2'

2"

4"

NOTE: CONTRACTOR TO PROTECT

INTERIOR INSULATION FROM DAMAGE

DUE TO NEW ROOF INSTALLATION.

(TYP. FOR ENTIRE ROOF)

MEMBRANE

ROOFING

COMPATIBLE SEALANT

BEHIND MEMRANE

TERMINATION BAR FASTENED

W/TAPCON FASTENERS 12" O.C.

COMPRESSIBLE ELASTOMERIC

SEALANT TO SPAN IRREGULARITIES

SHEET METAL

COUNTERFLSHING

CAULKING (POLYURETHANE)

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

PR

OJ

EC

T N

O:

DR

AW

N

BY

CH

EC

KE

D:

AP

PR

OV

ED

DE

SI

GN

ED

B Y:

w w w .u pe a.

co m

IS

SU

ED

F

O R

D

A

TE

P:

\M

-0

D

TM

B- M

D O

T En ga di ne G ar ag e R oo f R ep la ce m en t\D w gs

\M

-0

.rv t

3/

/2

:0 9:

A

M

A101

ROOF PLAN

1/

4.

A

B G

M D

O T

EN

G

A D

IN

E

G A

R A

G E

R O

O F

R

EP

LA

C

EM

EN

T N7

5 H

W Y

EN

GA

DI

NE

, M I 4

M

-0

D C

JG JGD

C

1/

4.

A

B G

M D

O T

EN

G

A D

IN

E

G A

R A

G E

R O

O F

R

EP

LA

C

EM

EN

T N

H W

Y

O

W N

ER

R

EV

IE

W 2-

-2

O

W N

ER

R

EV

IE

W 2-

-2

BI

D D

IN

G

3-

-2

1/8" = 1'-0"B1 ROOF PLAN

3/4" = 1'-0"A4 PARAPET DETAIL W/ROOF DRAIN

3/4" = 1'-0"B5 PROPOSED ROOF SECTION

GENERAL NOTES:

1. CONTRACTOR SHALL INSPECT ROOF PRIOR TO BIDDING

AND VERIFY LOCATION & QUANTITY OF ALL ROOF

PENETRATIONS.

2. CONTRACTOR SHALL VERIFY ALL CONSTRUCTION

QUANTITIES & DIMENSIONS.

3. ALL CURB, VENTS, STACKS, PENETRATIONS, ETC. TO

RECEIVE NEW ROOF FLASHING. TOPS OF CURBS TO

BE A MINIMUM OF 8" ABOVE NEW ROOF. RAISE WHERE

NEEDED WITH TREATED 2x WOOD.

4. CONTRACTOR SHALL RAISE ALL MECHANICAL UNITS

TO ALLOW INSTALLATION OF NEW FLASHING

OVER CURBS.

5. CONTRACTOR SHALL PROVIDE INSULATION SADDLE

ON HIGH SIDE OF ALL PROJECTING EQUIPMENT.

3/4" = 1'-0"A2 PARAPET DETAIL

1 1/2" = 1'-0"A3 TERMINATION BAR DETAIL

File details come from the government source that posted it. Updated .