25064 MDOT Engadine Garage Roof - Drawings.pdf
PDF 1 MB Posted
- 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.
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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
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WHITEFISH
POINT
SAULT
STE
MARIE
NATIONAL PARK
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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
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EASTPORTNORTHPORT
LELAND
BUCKLEY
FIFE
LAKE
FRANKFORT
MESICK
MANTON
BEAR
LAKE
LILLEY
HESPERIA
WHITE
CLOUD
EVART
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MIDLAND
SAGINAW
BAY
CITY
HARRISVILLE
CURRAN
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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
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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
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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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591/25064.ABG MDOT ENGADINE GARAGE
ROOF REPLACEMENT
N7045 HWY 117
G001
COVER SHEET
1/ 4.
A B G M D O T
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ENGADINE, MI 49827
SHEET INDEX
NUMBER SHEET NAME
G001 COVER SHEET
AD101 ROOF DEMO PLAN
A101 ROOF PLAN
PROJECT LOCATION
O W N
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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.
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AD101
ROOF DEMO PLAN
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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
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R
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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)
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ROOF PLAN
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3-
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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
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