Plans.pdf

PDF 2 MB Posted Apr 24, 2018

Attached to: File No. 751/17108. RAA-Gladstone-Proposed Cold Storage Bldg.
Solicitation number: RFQ-171-180000000503-2
Issued by: Delta County, Fruitport Village, Michigan

About this file

Written by GovTribe AI · Mar 5, 2025

This file contains architectural and engineering plans from UPEA Engineers & Architects for the Parks and Recreation Division Cold Storage Building and Law Enforcement Division Cold Storage Addition project located at the Escanaba Field Office in Gladstone, MI. The plans detail construction of a new cold storage building and addition to an existing law enforcement cold storage facility, including foundation work, framing, electrical, and mechanical systems. The project includes installation of concrete slabs, engineered wood trusses, metal siding and roofing, overhead doors, pedestrian doors, lighting, exhaust fans, and associated electrical work.

The plans specify detailed construction requirements including a 5" concrete slab reinforced with welded wire fabric, 6x6 treated wood posts at 6' on center, engineered wood trusses at 2' on center, 29ga metal siding and roofing, multiple 12'x12' and 12'x14' overhead doors, interior and exterior LED lighting, exhaust fans with motorized louvers, and a new 100A electrical service. The building is designed to handle an 80 PSF ground snow load plus drift loads. The drawings include specific details for foundations, framing, door installations, electrical systems, and mechanical ventilation components to be constructed according to applicable building codes and standards.

View the file

Other files

File	Type	Posted
BidSum.pdf	PDF	Apr 24, 2018
Advertisement.pdf	PDF	Apr 24, 2018
Addendum_1.pdf	PDF	Apr 24, 2018
Specifications.pdf	PDF	Apr 24, 2018

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

BUILDING CODE REVIEW

LAW ENFORCEMENT COLD STORAGE BUILDING

MICHIGAN BUILDING CODE 2015 & MICHIGAN BARRIER FREE

USE GROUP: S2

CONSTRUCTION TYPE: V-B, COMBUSTIBLE, UNPROTECTED

SQUARE FOOTAGE OF NEW CONSTRUCTION: 5,040 S.F.

OCCUPANT LOAD: 5,040 / 300 = 17 OCCUPANTS

ALLOWABLE AREA = 13,500 S.F.

FILE NO.: 751 / 17108.RAA

INDEX NO.: 52010

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ROBERT C. HALL, RA, NCARB, DIRECTOR

BUILDING CODE REVIEW

PARKS & RECREATION COLD STORAGE BUILDING

MICHIGAN BUILDING CODE 2015 & MICHIGAN BARRIER FREE

USE GROUP: S2

CONSTRUCTION TYPE: V-B, COMBUSTIBLE, UNPROTECTED

SQUARE FOOTAGE OF NEW CONSTRUCTION: 5,000 S.F.

OCCUPANT LOAD: 5,000 / 300 = 17 OCCUPANTS

ALLOWABLE AREA = 13,500 S.F.

30 65

17 139

55 52

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

RIPLEY

HOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

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 CITY

ALANSON

CROSS

VILLAGE

BOYNE CITY

BELLAIRE

JORDAN

EASTPORT

NORTHPORT

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

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

-1

B- Pr op os ed M

D N

R C ol d

St or ag e

Bu ild in g\

D w gs \A rc hi te ct ur e\

-1

_C ol d

St or ag e

(L aw

E nf or ce m en t B ld

g) _R

.rv t

2/ 7/

PARKS AND RECREATION DIVISION COLD STORAGE BUILDING &

LAW ENFORCEMENT DIVISION COLD STORAGE ADDITION

ESCANABA FIELD OFFICE

GLADSTONE, MI 49837

G001

TITLE SHEET

PARKS AND

RECREATION DIVISION

COLD STORAGE

BUILDING & LAW

ENFORCEMENT DIVISION

COLD STORAGE

ADDITION

ESCANABA FIELD

OFFICE

GLADSTONE, MI 49837

M12-17323

RMA

KAD

RMA

PROJECT LOCATION

PROJECT VICINITY MAP

PROJECT LOCATION

INDEX OF SHEETS

NUMBER SHEET NAME

00 General

G001 TITLE SHEET

G002 GENERAL INFORMATION

01 Law Enforcement

L101 LAW ENFORCEMENT FOUNDATION & FLOOR PLAN

L102 LAW ENFORCEMENT BUILDING ELEVATIONS

L103 LAW ENFORCEMENT GENERAL ELECTRICAL NOTES

L104 LAW ENFORCEMENT ELECTRICAL PLAN & DETAILS

02 Parks & Recreation

R100 PARKS & RECREATION EXISTING SITE PLAN

R100.1 PARKS & RECREATION PROPOSED SITE PLAN

R101 PARKS & RECREATION FOUNDATION & FLOOR PLAN (WOOD FRAME CONSTRUCTION)

R102 PARKS & RECREATION BUILDING ELEVATIONS (WOOD FRAME CONSTRUCTION)

R103 PARKS & RECREATION FOUNDATION & FLOOR PLAN (POST CONSTRUCTION)

R104 PARKS & RECREATION BUILDING ELEVATIONS (POST CONSTRUCTION)

R105 PARKS & RECREATION MECHANICAL PLAN

R106 PARKS & RECREATION GENERAL ELECTRICAL NOTES

R107 PARKS & RECREATION ELECTRICAL PLAN & DETAILS

FILE NO. 751 / 17108.RAA

INDEX NO. 52010

FILE NO. 751/17108.RAA

90% REVIEW 01/11/2018

BIDDING 02/07/2018

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

-1

B- Pr op os ed M

D N

R C ol d

St or ag e

Bu ild in g\

D w gs \A rc hi te ct ur e\

-1

_C ol d

St or ag e

(L aw

E nf or ce m en t B ld

g) _R

.rv t

2/ 7/

G002

GENERAL INFORMATION

M12-17323

RMA

KAD

RMA

PARKS AND

RECREATION DIVISION

COLD STORAGE

BUILDING & LAW

ENFORCEMENT DIVISION

COLD STORAGE

ADDITION

ESCANABA FIELD

OFFICE

GLADSTONE, MI 49837

ROOM, DOOR, & WINDOW

IDENTIFICATION NUMBERS

101 DOOR IDENTIFICATION NUMBER

1 WINDOW IDENTIFICATION NUMBER

ROOM IDENTIFICATION BY FLOOR AS FOLLOWS:

BASEMENT FLOORS

FIRST FLOORS

SECOND FLOORS

* CONTINUE FOR AS MANY FLOORS AS REQUIRED

DOOR IDENTIFICATION NUMBERS SHALL REPEAT ROOM NUMBER. MULTIPLE

DOORS IN A ROOM WILL USE A POSTSCRIPT LETTER FOR EACH ADDITIONAL

DOOR REQUIRED

SYMBOLS

TITLE

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

DRAWING

NUMBER

ELEVATIONNU

MBER 1

A101SHEET WHERE

ELEVATION IS

FOUND

SHEET WHERE

ELEVATION IS FOUND

ELEVATIONNU

MBER

A101

SECTION OR

DETAIL

NUMBER 1

A101SHEET WHERE

SECTION OR

DETAIL IS

FOUND

A101

SECTION OR

DETAIL

NUMBER

SHEET WHERE

SECTION OR

DETAIL IS FOUND

A.B.

ABR.

ABS.

ABV.

AC.

A/C

ACC.

A.C.C.

AC. INSUL.

ACC. PNL.

ACT.

A.C.U.

ADD.

ADDN.

ADH.

ADJ.

A.F.F.

A.H.U.

AL.

ALT.

ALUM./AL.

AMP.

AMPL.

ANCH.

ANG.

APPR.

APPROX.

ARCH.

A.R.F.

ASPH.

A.S.R.

ASSY.

A.T.M.

AUTO.

AUX.

AVG.

AVS.

AW.

ANCHOR BOLT

ABRASIVE

ABSORBING

ABOVE

ACOUSTIC/ACOUSTICAL

AIR CONDITIONING

ACCESS

AIR CONDITIONING COMPRESSOR

ACOUSTIC INSULATION

ACCESS PANEL

ACOUSTIC TILE

AIR CONDITIONING UNIT

ADDENDUM

ADDITION

ADHESIVE

ADJUSTABLE

ABOVE FINISH FLOOR

AIR HANDLING UNIT

ACOUSTICALLY LINED

ALTERNATE

ALUMINUM

AMPERE

AMPLIFIER

ANCHOR

ANGLE

APPROVED

APPROXIMATE

ARCHITECT/ARCHITECTURAL

ABOVE REFERENCE FLOOR

ASPHALT

AUTOMATIC SPRINKLER RISER

ASSEMBLY

AUTOMATIC TELLER MACHINE

AUTOMATIC

AUXILIARY

AVERAGE

ACID VENT STACK

ACID WASTE

B.A.

BB.

B/B B.B.R.

B/C

BD.

B.D.D.

BDRY.

BETW.

BEV.

B.F.

BFE.

B.F.P.

B.I.

BIT.

B.L.

BLDG.

BLK.

BLKG.

BLR.

BLR. F.

BLR. H.

BLVD.

BM.

B.M.

B.N.

BOT.

BOT. EL.

B.PL.

BR.

B.R.

BRG.

BRK.

BRKR.

BRZ.

B.S.

BSMT.

BTU.

BULL.

B.U.R.

B.W.

BURGLAR ALARM

BALLED AND BURLAPPED

BACK-TO-BACK

BASE BOARD RADIATION

BACK OF CURB

BOARD

BACK DRAFT DAMPER

BOUNDARY

BETWEEN

BEVEL

BARRIER FREE

BOTTOM OF FOOTING ELEVATION

BACK FLOW PREVENTER

BLACK-IRON

BITUMINOUS

BUILDING LINE

BUILDING

BLOCK

BLOCKING

BOILER

BOILER FEED

BOILER HOUSE

BOULEVARD

BEAM

BENCH MARK

BULLNOSE

BOTTOM

BOTTOM ELEVATION

BASE PLATE

BRASS

BEDROOM

BEARING

BRICK

BREAKER

BRONZE

BOTH SIDES

BASEMENT

BRITISH THERMAL UNIT

BULLETIN

BUILT-UP ROOFING

BOTH WAYS

C-

CA.

CAB.

CAP.

CAT. NO.

CB.

C.BD.

C.BR.

C/C

C.CL.

CD.

C.C.

CEM.

CEM. PLAS.

CER.

CERT.

CF.

CFH.

CFM.

C.G.

CHAM.

CHAN. OR [

CHD.

CHG.

CHKD. PL.

CHWR.

CHWS.

C.I.

C.I.F.

C.I.P.

CIR.

CIRC.

CIRCUM.

C.J.

CL (CL)

CL.

CLG.

CLO.

CLR.

CLRM.

CLR. GL.

CLR. W.GL.

C.M.U.

CNTR.

CNVYR.

CO.

C.O.

COEF.

COL.

COMB.

COMPO.

COMPR.

COMPT.

CONC.

COND.

CONF.

CONN.

CONST.

CONT.

CONTR.

CONV.

COR.

CORR.

COV.

COV. PL.

C.P.

CPT.

CRS.

C.R.S.

CSG.

CSMT.

CSTG.

CSWRK.

C.T.

C.T.B.

CTR.

C.U.H.

CU. FT.

CULV.

CW.

CWR.

CWS.

CY.

CYC.

CYL.

CIVIL DRAWING-NO.

COMPRESSED AIR

CABINET

CAPACITY

CATALOG NUMBER

CATCH BASIN

CHALKBOARD

CIRCUIT BREAKER

CENTER-TO-CENTER

COAT CLOSET

CONDENSATE DRAIN

CEILING DIFFUSER

CEMENT

CEMENT PLASTER

CERAMIC

CERTIFIED

CEILING FAN

CUBIC FOOT PER HOUR

CUBIC FEET PER MINUTE

CORNER GUARD

CHAMFER

CHANNEL

CHORD

CHANGE

CHECKERED PLATE

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CAST IRON

CAST IRON FRAME

CAST IRON PIPE/CAST-IN-PLACE

CIRCLE/CIRCULAR

CIRCUIT

CIRCUMFERENCE

CONTROL JOINT

CENTERLINE

CLOSET

CEILING

CLOSURE

CLEAR

CLASSROOM

CLEAR GLASS

CLEAR WIRE GLASS

CONCRETE MASONRY UNIT

COUNTER

CONVEY0R

COMPANY

CLEAN OUT

COEFFICIENT

COLUMN

COMBINATION

COMPOSITION

COMPRESSOR

COMPARTMENT

CONCRETE

CONDUIT

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUE/CONTINUOUS

CONTRACTOR

CONVECTOR

CORNER

CORRIDOR

COVER

COVER PLATE

CONTROL PANEL

CARPET

COURSE

CARPET REDUCER STRIP

CASING

CASEMENT

CASTING

CASEWORK

CERAMIC TILE

CERAMIC TILE BASE

CENTER

CABINET UNIT HEATER

CUBIC FEET/CUBIC FOOT

CULVERT

COLD WATER

CONDENSING WATER RETURN

CONDENSING WATER SUPPLY

CUBIC YARD

CYCLES

CYLINDER

D.A.

DB.

D.B.

DBL.

DEG.

DEPR.

DEPT.

DES.

DET.

D.F.

DGM.

DIA.

DIAG.

DIFF.

DIM.

DIR.

DISC.

DISCONT.

DISP.

DIST.

DIV.

D.L.

DMPFG.

DMPR.

DN.

D.O.

DR.

DRN.

DR. OP.

D.S.

D.S.P.

D.T.

D.T.C.

DUP.

DW.

DWG.

DWL.

DWR.

DEEP

DOUBLE ACTION

DECIBEL

DRY BULB

DOUBLE

DEGREE(S)

DEPRESSED

DEPARTMENT

DESIGN

DETAIL

DRINKING FOUNTAIN

DIAGRAM

DIAMETER

DIAGONAL

DIFFUSER

DIMENSION

DIRECTORY

DISCONNECTED

DISCONTINUOUS

DISPENSER

DISTANCE

DIVIDER/DIVISION

DEAD LOAD

DAMP PROOFING

DAMPER

DOWN

DOOR OPENING

DOOR

DRAIN

DOOR OPERATOR

DOWN SPOUT

DRY STAND PIPE

DRAIN TILE

DRAIN TILE CONNECTOR

DUPLICATE

DISHWASHER

DRAWING

DOWEL

DRAWER

E-

EA.

E.A.

E.C.

E.D.

E/E E.F.

E.G.

E.I.F.S.

E.J.

EL.

ELAST.

ELAST. FLASH.

ELAST. W.P.

ELEC.

ELEC. CL.

ELEC. CAB.

ELEC. OPER.

ELEV.

EMERG.

ENCL.

ENGR.

ENTR.

EP.

E.P.

EPDM.

EQ.

EQUIP.

EQUIV.

E.R.

ESP.

E.S.R.

EWC

EXCAV.

EXH.

EXIST.

EXP.

EXP.B.

EXP'D.

EXT.

EXTR.

EAST

ELECTRICAL DRAWING-NO.

EXHAUST AIR

EACH

ELECTRICAL CONTRACTOR

EXHAUST DUCT

END-TO-END

EXHAUST FAN

EXHAUST GRILLE

EXTERIOR INSULATION FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELASTOMERIC

ELASTOMERIC FLASHING

ELASTOMERIC WATERPROOFING

ELECTRIC/ELECTRICAL

ELECTRICAL CLOSET

ELECTRICAL CABINET

ELECTRICALLY OPERATED

ELEVATOR

EMERGENCY

ENCLOSURE

ENGINEER

ENTRANCE/ENTRY

EPOXY

ELECTRICAL PANEL

ETHYLENE PROPYLENE DIENE MONOMER

EQUAL

EQUIPMENT

EQUIVALENT

EXHAUST REGISTER

EXTERNAL STATIC PRESSURE

ELASTORMERIC SHEET ROOFING

ELECTRIC WATER COOLER

EXCAVATED

EXHAUST

EXISTING

EXPANSION

EXPANSION BOLT

EXPOSED

EXTERIOR

EXTRUDED

F.A.

FAB.

F.A.C.P.

FAS.

F.BD.

FBGLS.

F. BRK.

F.C.

F.C.O.

F.C.U.

F.D.

FDN.

FDR.

F.D.V.

F.E.

F.E.C.

F/F

F.FIN.

F.H.

F.H.C.

FHMS.

FHWS.

FIG.

FIN.

FIN. FLR/F.F.

FIXT.

F.L.

FLASH.

FLDG.

FLEX.

FLR.

FLR. FIN.

FLUOR.

FM. BD.

FP.

FPC.

FPM.

FPRFG.

FR.

F.R.

FR/COV.

FRMG.

F.R.P.

F.R.T.WD.

FRZR.

FS.

FT OR '

F&T

FTG.

FURN.

FURR.

FUT.

F.V.C.

FAHRENHEIT

FIRE ALARM

FABRICATED/FABRIC

FIRE ALARM CONTROL PANEL

FASTENER

FORM BOARD

FIBERGLASS

FIRE BRICK

FLEXIBLE CONNECTION

FLOOR CLEAN OUT

FAN COIL UNIT

FLOOR DRAIN

FOUNDATION

FEEDER

FIRE DEPARTMENT VALVE

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FACE-TO-FACE

FACTORY FINISH

FIRE HYDRANT

FIRE HOSE CABINET

FLATHEAD MACHINE SCREW

FLATHEAD WOOD SCREW

FIGURE

FINISH/FINISHED

FINISH FLOOR

FIXTURE

FIRE LANE

FLASHING

FOLDING

FLEXIBLE

FLOOR

FLOOR FINISH

FLUORESCENT

FORMBOARD

FENCE

FIRE PROTECTION

FIRE PROTECTION CONTRACTOR

FEET PER MINUTE

FIREPROOFING

FRAME

FIRE RETARDANT/FIRE RATED

FRAME AND COVER

FRAMING

FIBERGLASS REINFORCED PANELING

FIRE RETARDANT TREATED WOOD

FREEZER

FLOOR SINK

FOOT

FLOAT AND THERMOSTATIC TRAP

FOOTING

FURNISH/FURNISHED

FURRING/FURRED

FUTURE

FIRE VALVE CABINET

GA.

GAL.

GALV.

GALV. I.

G.B.

GC.

GEN.

GEN'L.

GFCI.

G.F.I.

G.H.T.

GI.

GL.

G.L.

GLZ.

GND.

GPH.

GPM.

GR.

GR. B.

GRT.

G.S.

GSKT.

GT.

G.T.

G.V.&B.

GYP.BD.

GAS

GAUGE

GALLON

GALVANIZED

GALVANIZED IRON

GRAB BAR

GENERAL CONTRACTOR

GENERATOR

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FAULT INTERRUPTER

GLAZED HOLLOW TILE

GREASE INTERCEPTOR

GLASS

GRID LINE

GLAZING

GROUND

GALLONS PER HOUR

GALLON'S PER MINUTE

GRILLE

GRADE BEAM

GRAITE

GREASE SEPARATOR

GASKET

GROUT

GREASE TRAP

GATE VALVE AND BOX

GYPSUM BOARD

H H.

H.A. GL.

H.B.

G.BD.

GC.

H.C.

HD.

HDR.

HDWD.

HDWE.

HEX.

HGT.

HHWR.

HHWS.

H.I.D.

H.M.

H.O.

HORIZ.

HOSP.

HP.

H.P.

H.PR.

HR.

H.R.

H.R.V.

H.S.

H.S.B.

H.S.P.

HSTWY.

HTG.

HTR.

H.V.

H/V H.V.A.C.

H.V.C.

H.W.

HWR.

HWS.

HWY.

HX.

HYDROGEN

HIGH

HEAT ABSORBING GLASS

HOSE BIBB

HARDBOARD

HEATING COIL

HOLLOW CORE

HEAD

HEADER

HARDWOOD

HARDWARE

HEXAGON

HEIGHT

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

HIGH INTENSITY DISCHARGE

HOLLOW METAL

HUB OUTLET

HORIZONTAL

HOSPITAL

HORSEPOWER

HIGH POINT

HIGH PRESSURE

HOUR

HANDRAIL

HEAT RECOVERY VENTULATOR

HIGH STRENGTH

HIGH STRENGTH BOLT

HOSE STAND PIPE

HOIST WAY

HEATING

HEATER

HIGH VOLTAGE

HEATING AND VENTILATION

HEATING, VENTILATION, & AIR CONDITIONING

HOSE VALVE CABINET

HOT WATER

HOT WATER RETURN

HOT WATER SUPPLY

HIGHWAY

HEAT EXCHANGER

I.D.

I.E.

I.F.

IN. OR"

INCAND.

INCIN.

INCL.

INFO.

INST'L.

INSUL.

INT.

INTER.

INV.

I.W.

INSIDE DIAMETER

INVERT ELEVATION

INSIDE FACE

INCH/INCHES

INCANDESCENT

INCINERATOR

INCLUDE/INCLUDING

INFORMATION

INSTALL/INSTALLATION

INSULATE/INSULATION

INTERIOR

INTERMEDIATE

INVERT

INDIRECT WASTE

J.B.

J.C.

JST.

JT.

JUNCTION BOX

JANITOR CLOSET

JOIST

JOINT

K.D.

K.O.P.

K.P.

KV.

KVA.

KW.

KNOCK DOWN

KNOCK-OUT PANEL

KICK PLATE

KILOVOLT

KILOVOLT AMPERE

KILOWATT

L-

LAB.

LAM.

LAV.

L.B.

LBL.

LBR.

LBS. OR#

LDG.

LDRY.

LEV.

L.F.

LGTH.

L.H.

L.H.R.B.

LIN.

LIN. DIFF.

LIQ.

L.L.

L.L.H.

L.L.V.

LMST.

L.O.

L.P.

L.P.G.

L.PR.

LPRF.

L.R.P.

LT.

LTG.

LTL.

LTWT.

LTWT. CONC.

LVR.

LANDSCAPE DRAWING-NO

LABORATORY

LAMINATE/LAMINATED

LAVATORY

LAG BOLT

LABEL

LUMBER

POUNDS

LANDING

LAUNDRY

LEVEL

LINEAR FEET/FOOT

LENGTH

LEFT HAND

LEFT HAND REVERSE BEVEL

LINEAR

LINEAR DIFFUSER

LIQUID

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIMESTONE

LOUVER OPENING

LOCATION

LIQUID PETROLEUM GAS

LOW PRESSURE

LIGHTPROOF

LIGHTING/RECEPTACAL PANEL

LIGHT

LIGHTING

LINTEL

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOUVER

M-

MACH.

MACH. RM.

MAINT.

MAR.

MAS.

MATL.

M.A.U.

MAX.

M.B.

M.B.H.

M.C.

M.D.P.

M.D.S.

MECH.

MED.

MEMB.

M.E.S.

MET.

MET. W.P.

MEZZ.

MFGR.

MH.

M.I.

MIN.

MISC.

MIR.

M.L.

M.L. & PLAS.

MLDG

M.O.

MOD.

M.O.D.

MON.

MOV.

M.S.B.

M.T.

MTD.

MTG.

MULL.

MWK.

THOUSAND (1000)

MECHANICAL DRAWING-NO.

MACHINE

MACHINE ROOM

MAINTENANCE

MARBLE

MASONRY

MATERIAL

MAKE-UP AIR UNIT

MAXIMUM

MACHINE BOLT

1000 BRITISH THERMAL UNITS/HOUR

MECHANICAL CONTRACTOR

MAIN DISTRIBUTION PANEL

METAL DIVIDER STRIP

MECHANICAL

MEDIUM

MEMBRANE

METAL EDGE STRIP

METAL

METALLIC WATERPROOFING

MEZZANINE

MANUFACTURER

MANHOLE

MISCELLANEOUS IRON

MINIMUM

MISCELLANEOUS

MIRROR

METAL LATH

METAL LATH & PLASTER

MOLDING

MASONRY OPENING

MODEL

MOTOR OPERATED DAMPER

MONUMENT

MOVEABLE

MAIN SWITCH BOARD

METAL THRESHOLD

MOUNDED/ING

MEETING

MULLION

MILLWORK

NAT.

NEUT.

N.I.C.

NO. OR #

NOS.

N.S.

N.T.S.

NORTH

NATURAL

NEUTRAL

NOT-IN-CONTRACT

NUMBER

NOSING

NEAR SIDE

NOT-TO-SCALE

O.A.

O.C.

O.D.

OFF.

OH.

OH.DR.

O/O

OPER.

OPG.

OPP.

OPQ.

ORIG.

ORN.

OZ.

OSB.

OXY.

OVERALL

ON CENTER

OUTSIDE DIAMETER

OFFICE

OVERHEAD

OVERHEAD DOOR

OUT-TO-OUT

OPERATOR

OPENING

OPPOSITE

OPAQUE

ORIGINAL

ORNAMENTAL

OUNCE

ORIENTED STRAND BOARD

OXYGEN

P. OR 0/

P.A.

PART.

PASS.

P.B.

P.BD.

PC.

P/C

PCF.

PCS.

PED.

PERIM.

PERM.

PERP.

PFN.

PG.

P.G.

P.H.

PHOTO.

P.I.V.

PKG.

PL.

P.L.

PLAS.

PLAT.

PLBG.

PLF.

PL. GL.

PL. LAM.

PLWD.

PNL.

PORT.

POS.

P.P.

PREFAB.

PRES.

PRIM.

PRL.

PROJ.

PROP.

PRTN.

P.R.V.

PSF.

PSI.

PT.

P.T.D.

P.T.WD.

P.T.W.R.

PVC.

PVMT.

PHASE

PUBLIC ADDRESS

PARTICLE

PASSAGE

PUSH BUTTON

PARTICLE BOARD

PIECE

PRECAST

POUNDS PER CUBIC FOOT

PIECES

PEDESTAL

PERIMETER

PERMANENT

PERPENDICULAR

PREFINISHED

PAGE

PRESSURE GAUGE

PHYSICALLY HANDICAPPED

PHOTOGRAPH

POST INDICATOR VALVE

PARKING

PLATE

PROPERTY LINE

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PLATE GLASS

PLASTIC LAMINATE

PLYWOOD

PANEL

PORTABLE

POSITION

POWER PANEL

PREFABRICATED

PRESSURE

PRIMARY

PARALLEL

PROJECT/PROJECTION

PROPERTY/PROPOSED

PARTITION

PRESSURE REDUCING VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT

PAPER TOWEL DISPENSER

PRESERVATIVE TREATED WOOD

PAPER TOWEL WASTE RECEPTACLE

POLYVINYL CHLORIDE

PAVEMENT

Q.T.

Q.T.B.

QTR.

QTR. RD.

QTY.

QUARRY TILE

QUARRY TILE BASE

QUARTER

QUARTER ROUND

QUANTITY

R.A.

R.A.D.

RAD. OR R.

R.A.F.

R.A.G.

R.A.R.

R.C.

RD.

R.D.

RECT.

REC.

RED.

REF.

REFL.

REFR.

REG.

REINF.

REM.

REP.

REPT.

REQ'D.

RET.

RF.

RFG.

RF.H.

R.H.

R.H.M.S.

R.H.R.B.

R.H.W.S.

RIO.

RND. OR O/

R.O.

R.O.W.

R.P.

RPM.

R.R.

R.S.

R.T.

R.T.U.

R.V.

RVT.

R.W.D.

RETURN AIR

RETURN AIR DIFFUSER

RADIUS

RETURN AIR FAN

RETURN AIR GRILLE

RETURN AIR REGISTER

ROOF CONDUCTOR

ROAD

ROOF DRAIN

RECTANGLE/RECTANGULAR

RECEIVE/RECEIVEING

REDUCER

REFER/REFERENCE

REFLECTED/REFLECTIVE

REFRIGERATOR

REINFORCE/REINFORCING/REINFORCEMENT

REMOVE/REMOVEABLE

REPAIR

RECEPTACLE

REQUIRED

RETURN

ROOF

ROOFING

ROOF HATCH

RIGHT HAND

ROUND HEAD MACHINE SCREW

RIGHT HAND REVERSE BEVEL

ROUND HEAD WOOD SCREW

ROUGH-IN-ONLY

ROUND

ROUGH OPENING

RIGHT OF WAY

RECEPTACLE PANEL

REVOLUTIONS PER MINUTE

RAILROAD

ROOF SUMP

RUBBER TILE

ROOF TOP UNIT

RELIEF VENT

RIVET

REDWOOD

S- S.

SA.

SAD.

SAF.

S.A.G.

SAN.

S.A.R.

S.A.T.

S.C.

SCHED.

S.C.R.

S.D.

S.DR.

SECT.

SERV.

S.F.

SGL.

SHT.

SHTHG.

SHT. MET.

SHWR.

SIM.

SK.

S.N.D.

S.N.R.

SNS.

SP.

S.P.

SPEC.

SPKLR.

SPKR.

SPR.

SPRYD.

SQ.

S.S.

S.STL.

ST.

STD.

STG.

STL.

STL. PL.

STM.

STOR.

STR.

STRUCT.

STS.

ST.STL.

SUB.

SUBST.

SUPP.

SURF.

SUSP.

SW.

S.W.

SWBD.

SWGR.

SYM.

SYS.

STRUCTURAL DRAWING-NO.

SOUTH

SUPPLY AIR

SUPPLY AIR DIFFUSER

SUPPLY AIR FAN

SUPPLY AIR GRILLE

SANITARY

SUPPLY AIR REGISTER

SUSPENDED ACOUSTIC TILE

SOLID CORE

SCHEDULE

SHOWER CURTAIN ROD

SMOKE DETECTOR

SHOWER DOOR

SECTION

SERVICE

SQUARE FEET/SQUARE FOOT

SINGLE

SHEET

SHEATHING

SHEET METAL

SHOWER

SIMILAR

SINK

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN RECEPTACLE

SANITARY SEWER

SPACE

STATIC PRESSURE

SPECIFICATIONS

SPRINKLER

SPEAKER

SPARE

SPRAYED

SQUARE

SERVICE SINK

STRUCTURAL STEEL

STREET

STANDARD

SEATING

STEEL

STEEL PLATE

STEAM

STORAGE

STRAIGHT

STRUCTURAL

STORM SEWER

STAINLESS STEEL

SUBSTATION

SUBSTITUTE

SUPPORT

SURFACE/SURFACING

SUSPEND/SUSPENSION

SWITCH

SIDEWALK

SWITCHBOARD

SWITCH GEAR

SYMBOL

SYSTEM

U.C.

U.G.

U.H.

UNFIN.

U.N.O.

UR.

USGS.

U.SUB.

UTIL.

U.V.

UNDERCUT

UNDER GROUND

UNIT HEATER

UNFINISHED

UNLESS NOTED OTHERWISE

URINAL

UNITED STATES GEOLOGICAL SURVEY

UNIT SUBSTATION

UTILITY

UNIT VENTILATOR

VENT

VACUUM

VARIABLE

VARNISH

VARIABLE AIR VOLUME

VINYL BASE

VAPOR BARRIER

VOLUME CONTROL DAMPER

VINYL COMPOSITION TILE

VOLUME DAMPER

VENTILATE/VENTILATION

VERTICAL/VERTICALLY

VESTIBULE

VIBRATION ISOLATOR

VERIFY IN FIELD

VINYL FABRIC

VOLTS

VENEER

VINYL

VOLUME

VENEER PLASTER

VENT STACK

VENT THRU ROOF

VAC.

VAR.

VARN.

VAV.

V.B.

V. BARR.

VCD.

VCT.

V.D.

VENT.

VERT.

VEST.

V.I.

V.I.F.

VIN. FAB.

VLT.

VNR.

VNY.

VOL.

V. PLAS.

VS.

VTR.

YARD

YIELD POINT

YIELD STRENGTH

YEAR

YD.

Y.P.

YR.

Y.S.

ZINCZC.

TAG.

TAN.

T.B.

T&B

TC.

T/C

TCC.

T.D.

TD.&WR.

TECH.

T/EL.

TEL.

TEMP.

TEMP. GL.

TF.

T/F T.G.

T/G T&G

THD.

THERM.

THK.

THRESH.

THRU.

T/M T/P T/R

TRFR.

TS.

T.S.

T/S OR T.O.S.

T./TOIL.

T.U.

TV.

T.V.

TV.M.

T/W OR T.O.W.

TYP.

THREAD

TRANSFER AIR GRILLE

TANGENT

TEST BORING

TOP AND BOTTOM

TOP OF CONCRETE

TOP OF CURB

TEMPERATURE CONTROL CONTRACTOR

TRENCH DRAIN

TOWEL DISPENSER & WASTE RECEPTACLE

TECHNICAL

TOP ELEVATION

TELEPHONE

TEMPERATURE

TEMPERED GLASS

TRANSFER FAN

TOP OF FOOTING

TRANSFER GRILLE

TOP OF GUTTER

TONGUE AND GROOVE

THREAD

THERMOSTAT/THERMOMETER

THICK/THICKNESS

THRESHOLD

THROUGH

TOP OF MASONRY

TOP OF PAVEMENT

TOP OF RIM

TRANSFORMER

TUBE SECTION

THICKENED SLAB

TOP OF STEEL

TOILET

TERMINAL UNIT

TELEVISION

TURNING VANE

TELEVISION MONITOR

TOP OF WALL

TYPICAL

WAINS.

W.C.

W.CAB.

W.C.O.

WD.

WDW.

W.F.

W.G.

W.GL.

W.H.

W.L.

W.M.

W.O.

W/O

WP.

W.P.

W.PT.

W.R.

W.STPG.

WT.

W.V.

W/W W.W.F.

WWM.

W_x_

WASTE/WATTS

WITH

WAINSCOT

WATER CLOSET

WALL CABINET

WALL CLEAN OUT

WOOD

WINDOW

WASH FOUNTAIN

WATER GAUGE

WIRE GLASS

WATER HEATER

WORKING LINE

WIRE MESH

WINDOW OPENING

WITHOUT

WATERPROOFING

WEATHERPROOFING

WORKING POINT

WASTE RECEPTACLE

WEATHER STRIPPING

WEIGHT

WALL VENT

WALL-TO-WALL

WELDED WIRE FABRIC

WELDED WIRE MESH

WIDE FLANGE SECTION

SYMBOLS

AND&

ANGLE

CENTERLINE

DIAMETER OR ROUND

AT@

BY (AS IN 6' X 8')X

PER/

PROPERTY LINE

MISCELLANEOUS:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND

BRACING AND SHALL DISCUSS THEIR METHODS WITH THE ARCHITECT

PRIOR TO THE START OF WORK.

3. ALL EQUIPMENT PENETRATIONS SHALL BE VERIFIED BY CONTRACTOR.

4. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

90% REVIEW 01/11/2018

FILE NO. 751/17108.RAA

PROPOSED

6x6 TREATED

WOOD POSTS.

SPACED 6'-0" O.C.

(TYP.)

24" DIA. x 6" CONC.

COOKIE, 48" BELOW

FINISHED GRADE

(TYP.)

2' - 0" 12' - 0" 2' - 0"

EXISTING FOUNDATION

95' - 9"

- 1

2" 7'

- 0

- 1

5' - 6" 5' - 0" 5' - 6"

EXISTING 6x6 TREATED WOOD POSTS w/ CONC. COOKIE

16' - 0"

A2 L102

L102

L102C4

- 0

EXISTING COLD STORAGE BUILDING

2' - 0" R.O.

12' - 0" 2' - 0"

COLD STORAGE

ADDITION

5" THICK CONC. SLAB REINF. w/

(1) LAYER OF 6x6-6/6 W.W.F.

(OR GATOR BAR MATTS) ON 6 MIL

PVC VAPOR BARRIER. PIN

APPROACH SLAB TO FLOOR SLAB.

METAL SIDING ON

2x6 PURLINS

SPACED 32"O.C.

VERTICAL

4" CONC. SLAB REINF.

w/ (1) LAYER OF 6x6-6/6 W.W.F.

(OR GATOR BAR MATTS)

ON 6 MIL PVC VAPOR

BARRIER

6" STEEL BOLLARD w/ YELLOW

PVC COVER (TYP. OF 2)

EXISTING GABLE END WALL

TO REMAIN. TIE NEW ROOF

INTO EXISTING

EXISTING BUILDING

96' - 0"

PROPOSED ADDITION

16' - 0"

L102 A3

FILE NO.: 751 / 17108.RAA

INDEX NO.: 52010

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ROBERT C. HALL, RA, NCARB, DIRECTOR

OVERHEAD SECTIONAL

DOOR

SEE SCHEDULE

SOLID PREHUNG EXTERIOR DOOR

SEE

SCHED. 2"

ALUM

ALUMINUM CLAD

FRAME

SEE

SCHED. 2"

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

-1

B- Pr op os ed M

D N

R C ol d

St or ag e

Bu ild in g\

D w gs \A rc hi te ct ur e\

-1

_C ol d

St or ag e

(L aw

E nf or ce m en t B ld

g) _R

.rv t

2/ 7/

L101

LAW ENFORCEMENT

FOUNDATION & FLOOR

PLAN

M12-17323

RMA

KAD

RMA

PARKS AND

RECREATION DIVISION

COLD STORAGE

BUILDING & LAW

ENFORCEMENT DIVISION

COLD STORAGE

ADDITION

ESCANABA FIELD

OFFICE

GLADSTONE, MI 49837

ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ENGINEER FOR THE INSPECTION AND/OR AN ALTERNATE FOUNDATION/FOOTING DESIGN.

ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE CONDITIONS PROHIBITS. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE BACKFILLED WITH MDOT CLASS II

GRANULAR FILL COMPACTED 98% MAXIMUM DENSITY.

ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT CLASS II GRANULAR FILL

COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF SIX (6) INCHES UNLESS

SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS.

ALL CONCRETE AND C.M.U. FOUNDATION WALLS SHALL HAVE THE MINIMUM REINFORCEMENT AS

INDICATED IN THE 2009 MICHIGAN BUILDING CODE, UNLESS NOTED OTHERWISE ON THE PLANS.

APPROVED BY THE ENGINEER PRIOR TO USE.

ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 K.S.I. (E70 ELECTRODE) USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW) AND IN ACCORDANCE WITH AWS SPECIFICATIONS.

ANY OTHER SIZE OF ELECTRODE OR ANY OTHER TYPE OF WELDING PROCESS MUST BE

ASTM A123 OR ASTM A153 AFTER FABRICATION.

CONSTRUCTION PLANS, AS BEING GALVANIZED, SHALL BE GALVANIZED IN ACCORDANCE WITH

FOR ANCHOR BOLT CONNECTIONS AND FOR WOOD CONNECTIONS. ALL BOLTS SHOWN ON THE

ALL BOLT MATERIALS SHALL BE ASTM A325 FOR STRUCTURAL CONNECTIONS, AND ASTM A307

ALL STEEL PIPE SHALL BE ASTM A501, SCHEDULE 40.

ASTM A36 GRADE STEEL (Fy=36 K.S.I.). ALL STRUCTURAL TUBING SHALL BE ASTM A500 GRADE B.

ALL STRUCTURAL STEEL BEAMS, ANGLES, PLATES, ETC. SHALL BE IN ACCORDANCE WITH

ALL REINFORCING STEEL LAP SPLICES, NOT OTHERWISE SHOWN ON THE CONSTRUCTION PLANS, ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy=60,000 P.S.I.).

ALL WELDED WIRE FABRIC (W.W.F.) SHALL BE IN ACCORDANCE WITH ASTM A185.

3500 P.S.I. STRENGTH.

ALL CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF

PROVIDE 6-MIL VAPOR BARRIER UNDER ALL CONCRETE SLABS.

ENOUGH SAW-CUTTING SUCH THAT NO OTHER SLAB CRACKING WILL OCCUR. CONTRACTOR SHALL

DEVICE. SAW-CUTTING SHALL OCCUR WITHIN 24 HOURS AFTER PLACEMENT AND SHALL PROVIDE AFTER PLACEMENT OF CONCRETE AND WHEN CONCRETE CAN SUPPORT LABORER AND SAW-CUTTING THC 901 SEALANT (OR EQUAL). ALL FLOOR SLAB CUTTING SHALL BE PERFORMED IMMEDIATELY ENGINEER/ARCHITECT FOR APPROVAL. ALL SAW-CUT JOINTS SHALL BE FILLED WITH 'TREMCO'

THE CONCRETE FLOOR SLAB (IF APPLICABLE) SHALL BE CUT WITH A 1/4" WIDE x 1-1/2" DEEP SAW-CUT PER PLAN. IF A PLAN IS NOT PROVIDED, CONTRACTOR SHALL SUBMIT A SAW-CUTTING PLAN TO THE

FOR ALL FOOTINGS AND SLABS WITH LESS THAN 1/4" SETTLEMENTS.

VERIFYING AND PROVIDING 2000 P.S.F. NET ALLOWABLE BEARING CAPACITY AT THE PREPARED SITE

FOUNDATION AND FOOTING NOTES:

POUNDS PER SQUARE FOOT (2000 P.S.F.). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

ALL (POLE BUILDINGS COOKIES) HAVE BEEN SIZED BASED ON A NET ALLOWABLE BEARING CAPACITY OF 2000

13.

12.

11.

SHALL BE AS FOLLOWS:

#8's - 48"#5's - 24" #6's - 27"#4's - 18"

ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS II GRANULAR FILL COMPACTED 95%10.

MAXIMUM DENSITY.

ALL TREATED (WOLMANIZED) LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) NO. 2 GRADE

OR BETTER. ALL TREATED LUMBER SHALL BE IN ACCORDANCE TO AWPA SPECIFICATIONS FOR1.

GENERAL FRAMING NOTES:

TREATED LUMBER AND SHALL HAVE A MINIMUM RETENTION OF 0.40 FOR ABOVE GROUND

USE AND 0.60 RETENTION FOR BELOW GRADE OR DIRECT EXPOSURE TO FRESHWATER.

A BETTER SPECIES AND GRADE IS SHOWN ON THE CONSTRUCTION PLANS.

ALL FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR (SPF) NO. 2 GRADE OR BETTER, UNLESS2.

STRUCTURAL PROPERTIES:

ALL LAMINATED-VENEER-LUMBER (LVL) SHALL HAVE THE MINIMUM FOLLOWING3.

Fb > 2800 P.S.I.

Fv > 285 P.S.I.B.

E > 2.0 E 6 P.S.I.C.

PRE-FABRICATED TRUSS NOTES:

CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY AND PERMANENT LATERAL BRACING

ON TRUSSES ACCORDING TO TRUSS MANUFACTURERS SPECIFICATIONS IN ORDER TO TRANSFER

ALL LATERAL LOADS TO THE WALLS OF THE BUILDING.

CONTRACTOR SHALL PROVIDE ONE (1) SIMPSON H10 (OR EQUAL) TIE-DOWN AT EACH END OF TRUSSES.

CONTRACTOR SHALL FIELD VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION.

MANUFACTURER SHALL SUBMIT SIX (5) COPIES OF THE SHOP DRAWINGS

TO THE ENGINEER FOR REVIEW & APPROVAL, PRIOR TO FABRICATION.

BEAR HIS/HER SEAL ON THE SHOP DRAWINGS.

ALL TRUSSES SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A MICHIGAN LICENSED PROFESSIONAL ENGINEER EXPERIENCED IN STRUCTURAL FRAMING DESIGN OF TRUSSES & SHALL

ALL TRUSS MANUFACTURERS SHALL HAVE A MINIMUM OF THREE (3) YEARS DOCUMENTED

EXPERIENCE SPECIALIZING IN THIS TYPE OF WORK.

PLATE INSTITUTE (TPI) STANDARDS.

ALL PRE-FABRICATED TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH TRUSS

THE ALLOWABLE LIVE LOAD DEFLECTION SHALL NOT EXCEED: L/360.

CONDITIONS: (PER 2012 MICHIGAN BUILDING CODE)

ALL PRE-FABRICATED ROOF TRUSS SHALL BE DESIGNED FOR THE FOLLOWING LOADING

ROOF TRUSS DESIGN LOADS: (BASED UPON 80 P.S.F. GROUND SNOW LOAD)A.

ROOF SNOW LOAD (LL) = 80 P.S.F. + DRIFT LOAD IN ANY AREAS

TOP CHORD DEAD LOAD (DL) = 10 P.S.F. (TRUSS WEIGHT NOT INCLUDED)

BOTTOM CHORD DEAD LOAD (DL) = 15 P.S.F. (TRUSS WEIGHT NOT INCLUDED)

(NO REDUCTION IN THE 70 PSF SNOW LOAD WILL BE ALLOWED)

TOTAL LOAD: 105 PSF + DRIFT LOAD IN ANY AREAS

1/8" = 1'-0"C3 FOUNDATION PLAN

1/8" = 1'-0"A3 FINISHED FLOOR PLAN

1/4" = 1'-0"

DOOR TYPES

DOOR AND FRAME SCHEDULE

DOOR NO. TYPE

DOOR FRAME

REMARKSMATERIAL

SIZE

ELEVWIDTH HEIGHT THK.

001 OH ALUM 12' - 0" 13' - 0" 0' - 1 1/2" ALUM PROVIDE HASP LATCH LOCKING MECHANISM w/ PADLOCK, KEYED TO MATCH

INTERIOR PEDESTRIAN DOOR.

FILE NO. 751/17108.RAA

90% REVIEW 01/11/2018

BIDDING 02/07/2018

NORTH

1/4" = 1'-0"

DOOR FRAME TYPES

FILE NO.: 751 / 17108.RAA

INDEX NO.: 52010

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ROBERT C. HALL, RA, NCARB, DIRECTOR

C H

E X

I S

N G

H E

T (F

E W

6x6 TREATED POST (SYP. NO 1 GRADE OR BETTER)

OR (3) 2X6 FRAMING STUD MATERIAL @ 4'-0" O.C.

TREATED 2x12 GIRT

2x6's PURLINS

@ 32" O.C. VERTICAL

29ga FABRAL GRANDRIB

3 METAL SIDING

CONT. 1 3/4" X 11 7/8" FASTENED

INSIDE W/(6) GRK

FASTENERS 1/4" x 5" & FASTEN

OUTSIDE LVL W/(6) 16D NAILS

NOTE: OUTSIDE PERIMETER

BEAM TO BE NOTCHED

INTO 6X6 TREATED POSTS.

ENGINEERED WOOD TRUSSES

@ 2' - 0" O.C. w/ 5/8" OSB, OR 6' - 0" O.C. SPACING w/ PURLINS

(TO MATCH EXISTING)

29ga FABRAL GRANRIB 3

METAL ROOFING

24" DIA. x 6"

CONCRETE

COOKIE (TYP.)

GRADE

5/8" O.S.B. SHEATHING

OVER ENGINEERED

WOOD TRUSSES

2x10 WOOD TOP PLATE

FASTENED TO LVL'S

W/(2) GRK FASTENERS

1/4" x 4" @ 12" O.C.

EXTEND METAL SIDING

TO 1 1/2" ABOVE PROPOSED

FINISHED GRADE

2x8 SNOW GIRT

@ 16" ABOVE BOTTOM

LATERAL TRUSS BRACING

PER TRUSS MFR APPROVED

SHOP DRAWINGS.

4" SEALED CONC. SLAB REINF. w/ (1) LAYER OF 6x6-6/6 W.W.F. (OR GATOR BAR MATTS)

ON 6 MIL PVC VAPOR BARRIER

PLACE 30# FELT AROUND

POST. (TYP.)

NOTE:

ADD WD BLOCKING

BETWEEN LVL'S AT

OVERHEAD DOOR

OVERHANG

1' - 0"METAL SOFFIT

(100% VENTED)

METAL

FASCIA

2x12 PURLIN AT TOP

OF WALL

NOTE: MATCH EXISTING

ROOF HEIGHT AND SLOPE

DOWEL CONC. APRON

INTO FLOOR SLAB

FINISHED FLOOR

0' - 0"

TOP OF WALL

16' - 0"

PROPOSED ADDITION

16' - 0"EXISTING BUILDING

UNDERGROUND ELEC.

SERVICE & METER BASE

FINISHED FLOOR

0' - 0"

TOP OF WALL

16' - 0"

1' - 0"

ELEC. PANEL

5/8" PLYWOOD

BACKER

2x4 BLOCKING, EQ. SPACED

ELEC. METER

- 0

- 1

- 2

1/ 2"

EX. 6x6 WD POSTS

EX. METAL PANEL

(3) 2x6 VERT. WD JAMB

1x WD DOOR TRIM, TYP. @ EA. END

SEE SCHEDULE

FOR DOOR TYPE

(3) 2x6 VERT. WD JAMB

5/8" PLYWOOD BACKER

LIGHT SWITCH, SEE

ELEC. DWGS.

2x4 WD BLOCKING

LIGHT SWITCH, SEE

ELEC. DWGS.

L102 A4

EX. 6x6 WD POST

(3) 2x6 VERT. WD JAMB

SOLID PREHUNG ALUM.

CLAD WOOD DOOR,

SEE DOOR SCHEDULE

CONT. DOUBLE 2x8 WOOD

HEADER FASTENED TO

EXISTING 6x6 WOOD POSTS & 2x6 JAMB EXISTING METAL

PANEL @ EXTERIOR

EXIST. 6x6 WOOD POST

(3) 2x6 VERT. WD JAMB

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

-1

B- Pr op os ed M

D N

R C ol d

St or ag e

Bu ild in g\

D w gs \A rc hi te ct ur e\

-1

_C ol d

St or ag e

(L aw

E nf or ce m en t B ld

g) _R

.rv t

2/ 7/

L102

LAW ENFORCEMENT

BUILDING ELEVATIONS

M12-17323

RMA

KAD

RMA

PARKS AND

RECREATION DIVISION

COLD STORAGE

BUILDING & LAW

ENFORCEMENT DIVISION

COLD STORAGE

ADDITION

ESCANABA FIELD

OFFICE

GLADSTONE, MI 49837

3/4" = 1'-0"A2 BUILDING SECTION

3/16" = 1'-0"D1 SOUTH ELEVATION (POST)

3/16" = 1'-0"C4 EAST ELEVATION (POST)

90% REVIEW 01/11/2018

BIDDING 02/07/2018

1/2" = 1'-0"A3 ENLG PLAN @ DOOR

1/2" = 1'-0"A4 DOOR FRAMING DETAIL

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

-1

B- Pr op os ed M

D N

R C ol d

St or ag e

Bu ild in g\

D w gs \A rc hi te ct ur e\

-1

_C ol d

St or ag e

(L aw

E nf or ce m en t B ld

g) _R

.rv t

2/ 7/

L103

LAW ENFORCEMENT

GENERAL ELECTRICAL

NOTES

M12-17323

RMA

KAD

RMA

PARKS AND

RECREATION DIVISION

COLD STORAGE

BUILDING & LAW

ENFORCEMENT DIVISION

COLD STORAGE

ADDITION

ESCANABA FIELD

OFFICE

GLADSTONE, MI 49837

GENERAL NOTES:

CUTTING & PATCHING:

1. PERFORM WORK IN A MANNER AND WITH SUCH CARE AS TO AVOID DAMAGE TO OTHER WORK AND TO PROVIDE PROPER SURFACES TO RECEIVE PATCHING AND FINISHING.

WORK TO BE RESTORED WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS.

2. CUT MASONRY & CONCRETE WITH MASONRY SAW OR CORE DRILL. REFINISH SURFACES TO MATCH ADJACENT FINISHES.

3. MAINTAIN INTEGRITY OF WALL, CEILING, OR FLOOR CONSTRUCTION. COMPLETELY SEAL VOIDS. FIT WORK TIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND OTHER

PENETRATIONS THROUGH SURFACES,

4. AT PENETRATIONS OF FIRE RATED WALLS, PARTITIONS, CEILINGS, OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF PENETRATED ELEMENT. IDENTIFY HAZARDOUS SUBSTANCES OR CONDITIONS EXPOSED DURING THE WORK TO ARCHITECT FOR DECISION OR REMEDY.

SELECTIVE DEMOLITION:

1. EXTENT OF BUILDING DEMOLITION WORK IS SHOWN ON DRAWINGS.

2. PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT BUILDINGS, STRUCTURES, OTHER FACILITIES, AND PERSONS.

A. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND

ADJACENT FACILITIES TO REMAIN.

B. MAINTAIN TWO MEANS OF EGRESS FROM ALL ADJACENT SPACES OCCUPIED DURING CONSTRUCTION.

3. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT NO COST TO OWNER.

4. BELOW-GRADE CONSTRUCTION: DEMOLISH AND REMOVE BELOW-GRADE CONSTRUCTION AND CONCRETE SLABS ON GRADE.

5. DISPOSAL: REMOVE FROM SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

A. CONTRACTOR RESPONSIBLE FOR VERIFYING WITH OWNER AND GOVERNING BODIES ABILITY TO BURN MATERIALS REMOVED DURING DEMOLITION PRIOR TO BIDDING. SUCH

ABILITY WILL BE REFLECTED IN THE CONTRACTOR'S BID.

6. VERIFY EXACT SIZE AND LOCATION OF ALL FLOOR, WALL AND ROOF OPENINGS WITH MECHANICAL CONTRACTOR PRIOR TO DEMOLITION.

7. PROVIDE LATH AND INSULATION REPAIRS FOR A SUBSTRATE ACCEPTABLE TO EIFS MANUFACTURER.

8. APPLY FINISH COAT OVER AREA BETWEEN SCORE JOINTS.

9. SEALANT REPLACEMENT:

A. REMOVE AND REPLACE SEALANT AND BACKER ROD AT ALL JOINTS.

B. PROVIDE NEW BACKER ROD AND SEALANT, ENSURING JOINTS ARE FILLED AND SEALANT ADHERES TO JOINED MATERIALS.

C. FINISH:

1. TERMINATE EIFS AT SCORE JOINTS. APPLY SEALANT IN JOINT, PER EIFS MANUFACTURER'S RECOMMENDATION.

ELECTRICAL:

GENERAL:

A. WORK INCLUDED: PROVIDE ALL LABOR AND MATERIAL TO INSTALL COMPLETE AND PROPER ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN, INCLUDING BUT NOT NECESSARILY LIMITED TO:

1. BRANCH CIRCUIT WIRING, MC CABLE FOR LIGHTING, RECEPTACLES, JUNCTION BOXES AND MOTORS;

2. HANGERS, ANCHORS, SLEEVES, CHASES, SUPPORTS FOR FIXTURES, AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH;

3. LIGHTING FIXTURES AND LAMPS, WALL SWITCHES, RECEPTACLES AND SIMILAR ITEMS;

4. MOTORS, STARTERS AND CONTROLS DISCONNECTS FOR MOTORS PROVIDED UNDER THE CONTRACT.

5. WIRING TO AND CONNECTION OF THE LIGHTING FIXTURES, SWITCHES, RECEPTACLES, AND OTHER ITEMS AS INDICATED ON THE PLANS.

6. BRANCH CIRCUIT PANELBOARDS FOR LIGHTING, RECEPTACLES AND EQUIPMENT.

B. RELATED WORK: DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, GENERAL CONDITIONS, SUPPLEMENTAL REQUIREMENTS

AND SECTION IN DIVISION 1 OF THESE SPECIFICATIONS.

QUALITY ASSURANCE:

A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.

B. CODES AND STANDARDS: IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH:

1. NATIONAL ELECTRICAL CODE, LATEST EDITION;

2. LOCAL UTILITY COMPANY REGULATIONS;

3. LOCAL, COUNTY AND STATE ELECTRICAL CODES.

GROUNDING SYSTEM:

A. ALL EQUIPMENT INCLUDING CONDUIT SYSTEM, MOTORS, RECEPTACLES AND OTHER APPARATUS SHALL BE GROUNDED BY CONDUIT AND CONDUCTOR AS PER ARTICLE 250 OF

THE NATIONAL ELECTRICAL CODE, AND AS SHOWN ON THE DRAWINGS.

PRODUCTS:

GENERAL

A. PROVIDE ONLY MATERIALS THAT ARE NEW, OF THE TYPE AND QUALITY SPECIFIED. WHERE UNDERWRITERS' LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE U.L. LABEL.

DISTRIBUTION SYSTEM:

A. IDENTIFICATION:

1. IDENTIFY ALL PANELBOARDS, CABINETS, SAFETY SWITCHES AND OTHER APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES AND EQUIPMENT.

B. LOAD CENTERS: 100 A 120/240 V MAIN BREAKER 30 CURCUIT. SQ-D QO OR CUTLER HAMMER CH SERIES.

C. WIRING DEVICES:

1. PROVIDE TAMPERPROOF RATED DUPLEX RECEPTACLES OF 2-POLE, 3-WIRE, GROUNDING TYPE, AND 15 AMP, 120 VAC AND GROUNDED TO MC CABLE OR BY INSULATED GROUND CONDUCTOR, AND SHALL BE LEVITON OR APPROVED EQUAL. 20 AMP RATED IN KITCHENS AND BATH

ROOMS.

2. PROVIDE TAMPERPROOF GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES AS INDICATED ON THE DRAWINGS. GFCI RECEPTACLES

SHALL BE 20A, 120VAC AND SHALL BE LEVITON OR EQUAL, COLOR BY ARCHITECT.

3. SPECIAL RECEPTACLES SHALL BE AS LISTED ON THE DRAWINGS AND AS REQUIRED BY CODE.

4. ALL LIGHT SWITCHES SHALL BE 15 AMP, 120 VAC, LEVITON SINGLE POLE AND LEVITON 3-WAY OR APPROVED EQUAL OR AS INDICATED ON

THE DRAWINGS, COLOR BY ARCHITECT.

5. COVERPLATES FOR SWITCHES AND RECEPTACLES SHALL BE PHELONIC PLASTIC, COLOR BY ARCHITECT.

6. ALL RECEPTACLES SHALL BE MOUNTED AT 18" AFF TO CENTER OF RECEPTACLE UNLESS NOTES OTHERWISE. ALL LIGHT SWITCHES SHALL BE MOUNTED AT 48" UNLESS NOTED OTHERWISE. J-BOXES FOR TELEPHONES AND EQUIPMENT SHALL BE MOUNTED AT 48" UNLESS

NOTED OTHERWISE. VERIFY EXACT LOCATION WITH ARCHITECT.

D. WIRING RACEWAYS AND FITTINGS:

1. ALL CONCEALED WIRING SHALL BE MC CABLE, #14 OR #I2 COPPER MIN., AND SHALL BE INSTALLED AS PER THE NATIONAL ELECTRICAL CODE. ALL EXPOSED WIRING EXCEPT THAT WHICH IS RUNNING THROUGH FRAMING MEMBERS SHALL BE IN EMT CONDUIT AND SECURELY

FASTENED TO THE SURFACE. UNDERGROUND WIRING TO BE IN RIGID PVC CONDUIT.

2. ALL OUTLETS, JUNCTION BOXES AND SWITCH BOXES SHALL BE PVC WITH SCREWED ON COVERS OF SIZE AND SHAPE TO ACCOMMODATE WIRES WITHOUT CROWDING AND TO SUIT THE LOCATION. ALL DEVICE BOXES SHALL BE MINIMUM 4" SQUARE BY 1-1/2" DEEP, EXCEPT 2" X 4" BOXES MAY BE USED WHERE ONLY ONE CABLE, ENTERS A BOX. ALL LIGHTING FIXTURE BOXES SHALL BE 4" SQUARE OR OCTAGONAL BY 1- 1/2"DEEP. ALL TELEPHONE OUTLETS SHALL BE 4-11/16" SQUARE BY 2-1/8" DEEP. ALL BOXES SHALL BE PROVIDED WITH SUITABLE BOX EXTENSIONS AND/OR PLASTIC RINGS AS REQUIRED. THROUGH THE WALL BOXES OR BACK MOUNTED DEVICES ARE NOT PERMITTED. ALL

OUTLET BOXES THAT ARE EXPOSED SHALL BE STEEL.

E. LIGHTING FIXTURES:

1. GENERAL: ALL LIGHTING FIXTURES SHALL BE COMPLETE WITH ALL REQUIRED SUSPENSION ACCESSORIES, CANOPIES, CASTINGS, SOCKET HOLDERS, REFLECTORS, LAMPS AND OTHER ITEMS AND SHALL BE COMPLETELY WIRED AND ASSEMBLED AS INDICATED ON THE DRAWINGS. ALL FIXTURES SHALL BE AS SHOWN ON THE LIGHTING FIXTURE SCHEDULE ON THE DRAWINGS.

PREPARATION:

A. COORDINATE:

1. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES

FOR INTERFACE WITH WORK OF THIS SECTION.

2. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO PREVENT

UNNECESSARY DELAYS IN THE TOTAL WORK.

3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT.

4. ARCHITECTURAL DRAWINGS SHOWING ELECTRICAL DEVICES AND DIMENSIONS FOR ELECTRICAL DEVICES TAKE PRECEDENCE OVER

THE ELECTRICAL DRAWINGS.

B. DATA INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS ARE AS EXACT AS COULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTED. THE EXACT LOCATIONS, DISTANCES, LEVELS AND OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCTION AND THE DRAWINGS AND SPECIFICATIONS SHOULD BE USED ONLY FOR GUIDANCE IN SUCH REGARD. USE THE DRAWINGS AND THESE SPECIFICATIONS FOR GUIDANCE AND SECURE THE ARCHITECT'S APPROVAL FOR ALL CHANGES IN LOCATION.

C. WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE DRAWINGS, LOCATE AS DETERMINED IN THE FIELD BY THE ARCHITECT.

WHERE OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. ADJACENT OUTLETS TO BE SEPARATED AT LEAST 16" APART ON OPPOSITE SIDES OF ADJACENT STUDS.

D. VERIFY ALL MEASUREMENTS AT THE BUILDING. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF DIFFERENCES BETWEEN

WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE SITE OF CONSTRUCTION.

INSTALLATION OF RACEWAYS:

A. INSTALLATION:

1. KEEP ALL CABLE/CONDUIT AT LEAST 6" AWAY FROM THE COVERING ON HOT WATER PIPES.

2. KEEP ENDS OF CONDUIT CLOSED AND CLEAN OF FOREIGN DEBRIS WITH APPROVED CONDUIT SEALS DURING CONSTRUCTION. USE CONDUIT UNIONS

WHERE JOINTS ARE REQUIRED. DO NOT USE RUNNING THREADS.

B. PROVIDE NECESSARY SLEEVES AND CHASES WHERE CONDUITS PASS THROUGH FLOORS AND WALLS, PROVIDE OTHER NECESSARY OPENINGS AND SPACES, ARRANGING FOR IN PROPER TIME TO PREVENT UNNECESSARY CUTTING IN CONNECTION WITH THE WORK. PERFORM CUTTING AND PATCHING IN ACCORDANCE WITH THE PROVISIONS FOR THE ORIGINAL WORK. GROUTICAULK AROUND ALL PENETRATIONS.

B. WHERE CONDUIT IS EXPOSED, RUN PARALLEL TO OR AT RIGHT ANGLES TO LINES OF THE BUILDING.

1. MAKE BENDS WITH STANDARD CONDUIT ELBOWS OR CONDUIT BENT TO NOT LESS THAN THE SAME RADIUS.

2. MAKE BEND FREES FROM DENTS AND FLATTENING.

D. SECURELY AND RIGIDLY SUPPORT CABLE, CONDUITS AND BOXES THROUGHOUT THE WORK.

INSTALLATION OF LIGHTING FIXTURES:

A. GENERAL: INSTALL ALL LIGHTING FIXTURES COMPLETE AND READY FOR SERVICE, IN ACCORDANCE WITH THE FIXTURE SCHEDULE ON THE DRAWINGS.

1. CONDUCTORS IN WIRING CHANNELS OF FIXTURES MOUNTED IN ROWS SHALL BE THE SAME SIZE AS THE CIRCUIT WIRING SUPPLYING THE ROWS.

2. INSTALL ALL FLUORESCENT FIXTURES STRAIGHT AND TRUE WITH REFERENCE TO ADJACENT WALLS.

3. INSTALL ALL LIGHTING FIXTURES, SO THAT THE WEIGHT OF THE FIXTURE IS SUPPORTED DIRECTLY BY A SOUND AND SAFE STRUCTURAL MEMBER OF THE BUILDING, USING ADEQUATE NUMBER AND TYPE OF FASTENERS TO ENSURE A SAFE INSTALLATION.

B. LAMPING: PROVIDE ALL LAMPS AS SHOWN ON THE FIXTURE SCHEDULE AND AS REQUIRED FOR A COMPLETE OPERATING LIGHTING SYSTEM.

TEST REQUIREMENTS:

A. TESTING:

1. ALL SYSTEMS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS, SHALL BE FREE FROM MECHANICAL AND ELECTRICAL DEFECTS, AND SHALL SHOW AN INSULATION RESISTANCE BETWEEN PHASE CONDUCTORS AND GROUND OF NOT LESS THAN THAT REQUIRED BY THE NATIONAL ELECTRICAL

CODE.

2. TEST ALL CIRCUITS FOR PROPER NEUTRAL CONNECTIONS.

3. IF VOLTAGE AND REGULATION ARE NOT WITHIN ACCEPTABLE LIMITS, ARRANGE WITH THE SERVICE UTILITY FOR PROPER VOLTAGE.

B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NON-COMPLIANCE REMOVE THE NON-COMPLYING ITEMS FROM THE JOB SITE AND REPLACE THEM WITH ITEMS COMPLYING WITH THE

SPECIFIED REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER.

PROJECT COMPLETION:

A. UPON COMPLETIN OF THE WORK OF THIS SECTION, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL, LABELS, GREASE, OIL AND OTHER FOREIGN MATERIAL AND USING ONLY THE TYPE OF CLEANER RECOMMENDED BY THE MANUFACTURER

OF THE ITEM BEING CLEANED.

90% REVIEW 01/11/2018

EXISTING COLD

STORAGE BUILDING

SERVICE PANEL

SERVICE

METER

542222

COLD STORAGE

ADDITION

(TYP.)

100A

MAIN

SERVICE

GROUNDING

UNDERGROUND METER BASE

CONTRACTOR TO COORDINATE

WITH UTILITY PROVIDER

U UTILITY TRANSFORMER

120/208V, 3Ø, 4W

SECONDARY

FILE NO.: 751 / 17108.RAA

INDEX NO.: 52010

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ROBERT C. HALL, RA, NCARB, DIRECTOR

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

-1

B- Pr op os ed M

D N

R C ol d

St or ag e

Bu ild in g\

D w gs \A rc hi te ct ur e\

-1

_C ol d

St or ag e

(L aw

E nf or ce m en t B ld

g) _R

.rv t

2/ 7/

L104

LAW ENFORCEMENT

ELECTRICAL PLAN &

DETAILS

M12-17323

RMA

KAD

PARKS AND

RECREATION DIVISION

COLD STORAGE

BUILDING & LAW

ENFORCEMENT DIVISION

COLD STORAGE

ADDITION

ESCANABA FIELD

OFFICE

GLADSTONE, MI 49837

1/8" = 1'-0"C2 ELECTRICAL PLAN

LIGHT FIXTURE SCHEDULE

TYPE DESCRIPTION

MANUFACTURER

(OR EQUAL) CATALOG NUMBER LAMPS MOUNTING NOTES

A 4' SURFACE L.E.D. METALUX HBLED-LD4-18-W-UNV-L850-ED2-U L850 LED SURFACE CEILING

B L.E.D. EXTERIOR FLOOD LUMARK WALPAK LED LDWP-4A-ED-PE-DP 7W LED SURFACE CEILING

PANEL-A

VOLTAGE:

AMPERAGE:

PAHSE:

WIRE:

MAIN:

TUBS:

CIRCUITS PER TUB:

120/240

SINGLE

100 AMP SE RATED

ONE

TYPE:

MANUFACTURER:

MODEL:

SURFACE

SQUARE D

QO130M20 WITH COVER

Brkr No

LIGHTS

SPARE

SOUTHEAST RECEPT

SOUTHWEST RECEPT

SPARE

Wire Brkr Size

Brkr Poles

Ckt Load

Phase Brkr No

EAST RECEPT / WEST RECEPT

SOUTH RECEPT

EXTERIOR LIGHTS

WireBrkr Size

Brkr Poles

Ckt Load

1,820

1,280

3,100

A-PHASE LOAD

B-PHASE LOAD

64.6 AMPS CONNECTED

3/4" = 1'-0"

ONE-LINE DIAGRAM

E EXIT / EMERGENCY LIGHT SURELITE AP7-O-R-WHDH LED SURFACE

GENERAL ELECTRICAL NOTES:

1. WIRING IN EMT OR MC CABLE.

PHOTO CELL / MOTION SENSOR

NORTH

TOTAL

MOUNT ON BOTTOM OF TRUSS

90% REVIEW 01/11/2018

BIDDING 02/07/2018

SPARE

EM EMERGENCY LIGHT SURELITE CCX LED SURFACE

METAL SIDING ON

2x6 PURLINS SPACED

32" O.C. VERTICAL

A1 R102

COLD STORAGE

BUILDING

101.2

101.4

101.5

5" THICK CONCRETE

APPROACH w/ (2) LAYERS OF 6x6-6/6 W.W.F. (OR

GATOR BAR MATTS) ON

6 MIL VAPOR BARRIER

5" THICK CONCRETE

APPROACH w/ (2) LAYERS

OF 6x6-6/6 W.W.F.

(OR GATOR BAR MATTS) ON

6 MIL PVC VAPOR BARRIER)

5" CONC. SLAB REINF. w/ (2) LAYERS OF 6x6-6/6 W.W.F (OR GATOR BAR MATTS)

ON 6 MIL PVC VAPOR BARRIER

R102

R102 B2

SHEARWALL NAILING

1. NAIL GABLE WALLS (SHEARWALLS)

EXTERIOR 1/2" OSB (OR CDX PLY.WD.)

w/ 10d NAILS @ 2 1/2" O.C. & 12" O.C.

IN THE FIELD. BLOCK ALL PANEL EDGES

w/ 2x BLOCKING.

2. NAIL LONG WALLS @ 6" O.C. ON ALL PANEL

EDGES & AT 12" O.C. IN THE FIELD.

6" STEEL BOLLARD

w/ YELLOW PVC COVER

(TYP. AT ALL LOCATIONS)

C J

CJCJ

100' - 0" OVERALL

101.1

101.3

- 4

TYP.

6' - 0"

- 4

- 0

6' - 0"

R102A2

3' - 0"

DASHED LINE INDICATES

THICKENED SLAB EDGE

(1) COURSE 8" CMU

BLOCK. (TYP.)

5" CONC. SLAB REINF. w/ (2) LAYERS OF 6x6-6/6 W.W.F (OR GATOR BAR

MATTS) ON 6 MIL PVC VAPOR BARRIER

100' - 0"

- 4

FILE NO.: 751 / 17108.RAA

INDEX NO.: 52010

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ROBERT C. HALL, RA, NCARB, DIRECTOR

FIBERGLASS w/

HALF GLASS PANEL

OVERHEAD

SECTIONAL

DOOR

SEE

SCHED.

SEE SCHEDULE

PROVIDE

FROSTED

GLASS

VISION PANELS WHERE OCCURS,

SEE DOOR SCHEDULE, PLACE

WINDOWS @ 7'-0" HEIGHT MINIMUM

(OR HIGHER)

ALUM

ALUMINUM

CLAD FRAME

SEE

SCHED. 2"

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 779-0937

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

-1

B- Pr op os ed M

D N

R C ol d

St or ag e

Bu ild in g\

D w gs \A rc hi te ct ur e\

-1

_C ol d

St or ag e

(P ar ks

R ec

B ld

g) _R

.rv t

2/ 7/

R101

PARKS & RECREATION

FOUNDATION & FLOOR

PLAN (WOOD FRAME

CONSTRUCTION)

M12-17323

DC/RA

PARKS AND

RECREATION DIVISION

COLD STORAGE

BUILDING & LAW

ENFORCEMENT DIVISION

COLD STORAGE

ADDITION

ESCANABA FIELD

OFFICE

GLADSTONE, MI 49837

1/8" = 1'-0"B3 FINISHED FLOOR

1/8" = 1'-0"C3 FOUNDATION PLAN

ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ENGINEER FOR THE INSPECTION AND/OR AN ALTERNATE FOUNDATION/FOOTING DESIGN.

ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE CONDITIONS PROHIBITS. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE BACKFILLED WITH MDOT CLASS II

GRANULAR FILL COMPACTED 98% MAXIMUM DENSITY.

ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT CLASS II GRANULAR FILL

COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF SIX (6) INCHES UNLESS

SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS.

ALL CONCRETE AND C.M.U. FOUNDATION WALLS SHALL HAVE THE MINIMUM REINFORCEMENT AS

INDICATED IN THE 2009 MICHIGAN BUILDING CODE, UNLESS NOTED OTHERWISE ON THE PLANS.

APPROVED BY THE ENGINEER PRIOR TO USE.

ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 K.S.I. (E70 ELECTRODE) USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW) AND IN ACCORDANCE WITH AWS SPECIFICATIONS.

ANY OTHER SIZE OF ELECTRODE OR ANY OTHER TYPE OF WELDING PROCESS MUST BE

ASTM A123 OR ASTM A153 AFTER FABRICATION.

CONSTRUCTION PLANS, AS BEING GALVANIZED, SHALL BE GALVANIZED IN ACCORDANCE WITH

FOR ANCHOR BOLT CONNECTIONS AND FOR WOOD CONNECTIONS. ALL BOLTS SHOWN ON THE

ALL BOLT MATERIALS SHALL BE ASTM A325 FOR STRUCTURAL CONNECTIONS, AND ASTM A307

ALL STEEL PIPE SHALL BE ASTM A501, SCHEDULE 40.

ASTM A36 GRADE STEEL (Fy=36 K.S.I.). ALL STRUCTURAL TUBING SHALL BE ASTM A500 GRADE B.

ALL STRUCTURAL STEEL BEAMS, ANGLES, PLATES, ETC. SHALL BE IN ACCORDANCE WITH

ALL REINFORCING STEEL LAP SPLICES, NOT OTHERWISE SHOWN ON THE CONSTRUCTION PLANS, ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy=60,000 P.S.I.).

ALL WELDED WIRE FABRIC (W.W.F.) SHALL BE IN ACCORDANCE WITH ASTM A185.

3500 P.S.I. STRENGTH.

ALL CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF

PROVIDE 6-MIL VAPOR BARRIER UNDER ALL CONCRETE SLABS.

ENOUGH SAW-CUTTING SUCH THAT NO OTHER SLAB CRACKING WILL OCCUR. CONTRACTOR SHALL

THE CONCRETE FLOOR SLAB (IF APPLICABLE) SHALL BE CUT WITH A 1/4" WIDE x 1-1/2" DEEP SAW-CUT PER PLAN. IF A PLAN IS NOT PROVIDED, CONTRACTOR SHALL SUBMIT A SAW-CUTTING PLAN TO THE

FOR ALL FOOTINGS AND SLABS WITH LESS THAN 1/4" SETTLEMENTS.

VERIFYING AND PROVIDING 2000 P.S.F. NET ALLOWABLE BEARING CAPACITY AT THE PREPARED SITE

FOUNDATION AND FOOTING NOTES:

POUNDS PER SQUARE FOOT (2000 P.S.F.). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

ALL (POLE BUILDINGS COOKIES) HAVE BEEN SIZED BASED ON A NET ALLOWABLE BEARING CAPACITY OF 2000

13.

12.

11.

SHALL BE AS FOLLOWS:

#8's - 48"#5's - 24" #6's - 27"#4's - 18"

ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS II GRANULAR FILL COMPACTED 95%10.

MAXIMUM DENSITY.

ALL TREATED (WOLMANIZED) LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) NO. 2 GRADE

OR BETTER. ALL TREATED LUMBER SHALL BE IN ACCORDANCE TO AWPA SPECIFICATIONS FOR1.

GENERAL FRAMING NOTES:

TREATED LUMBER AND SHALL HAVE A MINIMUM RETENTION OF 0.40 FOR ABOVE GROUND

USE AND 0.60…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 5, 2025.