25235 Nuabinway Garge Roof - Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- RFQ-171-250000000571-2
- Issued by
- Livingston County, Michigan
About this file
These architectural design documents are for the Naubinway Field Office Roof Replacement project by the Michigan Department of Natural Resources (MDNR) and the Michigan Department of Technology, Management and Budget. The project involves a comprehensive roof replacement at the Naubinway Field Office located in Naubinway, MI 49762, which includes removing existing metal roofing and fiber board, installing new 5/8" OSB sheathing and 26 gauge metal roofing, replacing ridge vents, and updating soffit and fascia. The project scope requires contractors to inspect the roof prior to bidding and verify all construction quantities.
The design documents detail specific technical requirements including installing new drip edge, applying 5-6 feet of ice dam membrane from the eaves, and ensuring proper ventilation with soffit vents at eaves and solid venting at gables. The architectural plans, prepared by U.P. Engineers & Architects, Inc., follow the 2021 Michigan Building Code and include detailed drawings of roof edge details for heated and cold storage areas, cross-sections, demolition and proposed roof plans, and floor plans. The project appears to be a standard maintenance and improvement contract for a state-owned field office facility, focusing on preserving and upgrading the building's roofing infrastructure.
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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 NSULAM AMOENA
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BUILDING LOCATION
FILE NO.: 751 / 25235.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 - (517)-256-4938
EMAIL: HALLD22@MICHIGAN.GOV
MICHIGAN DEPARTMENT OF NATURAL RESOURCES (MDNR)
DAVID JENTOFT (906)-635-6161
EMAIL: JENTOFTD@MICHIGAN.GOV
RACHEL LEGGETT (906)-875-1059
EMAIL: LEGGETTR1@MICHIGAN.GOV
KAREN SEXTON (906)-786-2351
EMAIL: SEXTONK2@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 S-1; REHABILITATION LEVEL: 1 - REROOFING
VB
WOOD FRAME
WOOD TRUSSES
SLAB ON GRADE
SHEET INDEX
NUMBER SHEET NAME
G001 COVER SHEET
A001 ARCHITECTURAL STANDARDS
A101 ROOF PLAN AND BUILDING SECTIONS
PROJECT 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
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LAND O'LAKES
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FLORENCE
NIAGRA
CRANDON
SUPERIOR
HAYWARD
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LAKE BARRON
MENOMONIE
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ALMA
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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
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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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NAUBINWAY FIELD OFFICE ROOF
REPLACEMENT
MICHIGAN DEPT. OF NATURAL RESOURCES
G001
COVER SHEET
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NAUBINWAY, MI 49762
W11569 US-2
MICHIGAN DEPT. OF TECHNOLOGY,
MANAGEMENT AND BUDGET
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PROJECT VICINITY MAP
A301
BUILDING SECTION
A301
WALL SECTION
A301
DETAIL SECTION
DETAIL NUMBER
SHEET NUMBER
ABBREVIATIONS
A201
ELEVATION
ELEVTION
NUMBER
SHEET NUMBER
A301
CALLOUT
DETAIL NUMBER
SHEET NUMBER
1 TITLE
1/8" = 1'-0"
DETAIL NAMEDETAIL NUMBER
DETAIL SCALE
TAG IDENTIFICATION
DOOR IDENTIFICATION NUMBER
WINDOW IDENTIFICATION NUMBER
OFFICE ROOM IDENTIFICATION NUMBERROOM NAME
ROOM NUMBER
1 2 3 4 5
1 2 3 4 5
D
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D
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© U.P. Engineers & Architects, Inc.
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A001
ARCHITECTURAL
STANDARDS
N A
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A/C AIR CONDITIONING
AB ANCHOR BOLT
AC ACOUSTIC/ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
AFF ABOVE FINISH FLOOR
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
ARCH ARCHITECT/ARCHITECTURAL
BBR BASEBOARD RADIATION
BD BOARD
BDRY BOUNDARY
BF BARRIER FREE
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BOT BOTTOM
BRG BEARING
BSMT BASEMENT
C/C CENTER TO CENTER
CA COMPRESSED AIR
CB CATCH BASIN
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CLT CLOSET
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONF CONFERENCE
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CT CERAMIC TILE
CW COLD WATER
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DL DEAD LOAD
DN DOWN
DR DOOR
DW DISHWASHER
DWG DRAWING
DWR DRAWER
E EAST
EA EACH
EF EXHAUST FAN
EIFS EXTERIOR INSULATION FINISH SYSTEM
EJ EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATION
EMER EMERGENCY
EP EPOXY
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXP EXPANSION
EXT EXTERIOR
EXTG EXISTING
FA FIRE ALARM
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISH FLOOR ELEVATION
FIN FINISHED
FLR FLOOR
FT FOOT OR FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GT GROUT
GWB GYPSUM WALL BOARD
HB HOSE BIBB
HGT HEIGHT
HM HOLLOW METAL
HORIZ HORIZONTAL
HPDL HIGH PRESSURE DECORATIVE LAMINATE
HTR HEATER
HVAC HEATING / VENTILATION / AIR CONDITIONING
HW HOT WATER
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH/INCHES
INSUL INSULATION
INT INTERIOR
INV INVERT
JAN JANITOR
JC JANITOR CLOSET
JST JOIST
JT JOINT
KD KNOCKDOWN
KOP KNOCKOUT PANEL
KP KICKPLATE
LAM LAMINATE
LAV LAVATORY
LB POUND
LEV LEVEL
LF LINEAR FOOT/FEET
LL LIVE LOAD
LT LIGHT
LTG LIGHTING
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MET METAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
N NORTH
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O/O OUT TO OUT
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OPG OPENING
OPP OPPOSITE
OSB OREIENTED STRAND BOARD
OZ OUNCE
PC PRECAST
PL PLATE
PLAM PLASTIC LAMINATE
PNL PANEL
PNT PAINT
PR PAIR
PREFIN PREFINISHED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PWD PLYWOOD
QT QUARRY TILE
QTY QUANTITY
R RADIUS
RC RESILIENT CHANNEL
RD ROOF DRAIN
REF REFRIDGERATOR
REINF REINFORCE
RM ROOM
RO ROUGH OPENING
RTU ROOF TOP UNIT
S SOUTH
S & V STAIN & VARNISH
SAN SANITARY
SCHED SCHEDULE
SF SQUARE FOOT/FEET
SIM SIMILAR
SPEC SPECIFICATIONS
SQ SQUARE
STL STEEL
STRUCT STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
SYS SYSTEM
TEL TELEPHONE
TEMP TEMPERATURE
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOS TOP OF STEEL
TOW TOP OF WALL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
V VENT
VB VINYL BASE
VCT VINYL COMPOSITE TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W/W WALL TO WALL
W_x_ WIDE FLANGE SECTION
WC WATER CLOSET
WD WOOD
WH WATER HEATER
WWF WELDED WIRE FABRIC
CENTERLINE
# NUMBER
& AND
/ PER
@ AT
L ANGLE
x BY (AS IN 2x4)
± PLUS OR MINUS
Ø DIAMETER
BI
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40' - 0"
A1 A101
B1 A101
HEATED
STORAGE
COLD
STORAGE
WALLS BELOW
V
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4:124:12
A1 A101
B1 A101
22' - 2" TO RIDGE
WALLS BELOW
3 3
3 3
42' - 0"
First Floor 100' - 0"
Roof 116' - 0"
A101 C1
First Floor 100' - 0"
Roof 116' - 0"
A101 C2
KEYNOTES
1 REMOVE EXISTING METAL ROOFING AND FIBER BOARD TO EXPOSE EXISTING
ROOF TRUSSES. INSTALL NEW 5/8" OSB AND 26 GA METAL ROOFING.
2 INSTALL NEW DRIP EDGE. REF DETAILS C1/A101 AND C2/A101.
3 5' - 0" TO 6' - 0" ICE DAM MEMBRANE FROM EAVES (TWO ROWS).
4 REMOVE AND REPLACE EXISTING RIDGE VENTS. NEW RIDGE VENTS
SHALL PROVIDE THE SAME NET FREE AREA.
REMOVE AND REPLACE SOFFIT AND FASCIA WITH NEW. SOFFIT VENTED
@ EAVES AND SOLID @ GABLES. REF DETAILS C1/A101 AND C2/A101.
GABLE END DETAIL NOT SHOWN.
GENERAL NOTES
1.
2.
THE CONTRACTOR SHALL INSPECT ROOF(S) PRIOR TO BIDDING.
THE CONTRACTOR SHALL VERIFY ALL CONSTRUCTION
QUANTITIES.
REMOVE AND REPLACE INSULATION THIS AREA ONLY.
EXISTING WALL
1' - 4" VIF
NEW FULLY
VENTED ALUM
SOFFIT
EXISTING ROOF STRUCTURE TO REMAIN
NEW 5/8" OSB
NEW ICE DAM MEMBRANE
NEW 26 ga METAL ROOFING
NEW METAL
DRIP EDGE
NEW METAL
FASCIA ON
EXISTING SUB-
FASCIA
EXISTING WALL
1' - 4" VIF
NEW FULLY
VENTED ALUM
SOFFIT
EXISTING ROOF STRUCTURE TO REMAIN
NEW 5/8" OSB
NEW ICE DAM MEMBRANE
NEW 26 ga METAL ROOFING
NEW METAL
DRIP EDGE
NEW METAL
FASCIA ON
EXISTING SUB-
FASCIA
EXISTING OSB BELOW
INSULATION AND FRAMING
ABOVE TO REMAIN
NEW INSULATION. 4" BLOWN
INSULATION
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A101
ROOF PLAN AND
BUILDING
SECTIONS
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1/8" = 1'-0"A4 FLOOR PLAN
1/8" = 1'-0"C3 DEMO ROOF PLAN
1/8" = 1'-0"A3 PROPOSED ROOF PLAN 1/8" = 1'-0"A1 CROSS SECTION @ HEATED STORAGE
1/8" = 1'-0"B1 CROSS SECTION @ COLD STORAGE
N
NN
1 1/2" = 1'-0"C2 ROOF EDGE DETAIL @ COLD STORAGE
1 1/2" = 1'-0"C1 ROOF EDGE DETAIL @ HEATED STORAGE
BI
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| G001 - COVER SHEET |
| A001 - ARCHITECTURAL STANDARDS |
| A101 - ROOF PLAN AND BUILDING SECTIONS |
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