511.22358.TAP DMVA CONSTRUCT MOTOR VEHICLE STORAGE BUILDING - CALUMET ARCH BID SET.pdf

PDF 4 MB Posted Apr 15, 2024

Attached to: 511/22358. TAP; Calumet Armory - Construct Storage Bldg
Solicitation number: RFQ - 171 - 240000000401
Issued by: Houghton County, Capac Village, Michigan

About this file

Written by GovTribe AI · Apr 16, 2024

This document is related to a state and local contract opportunity for the Michigan Department of Technology, Management and Budget (DTMB) and the Michigan Department of Military and Veterans Affairs (DMVA) to construct a motor vehicle storage building in Calumet, Michigan. The project involves the construction of an approximately 18,300 square foot storage building, including features such as overhead doors, translucent panels, and a split-face concrete masonry unit (CMU) exterior. The bid documents provide detailed specifications, construction plans, and a project schedule. Bids are solicited on a lump sum basis, and the contractor must comply with all drawings and specifications. Bidders are required to visit the site prior to submitting a bid to verify existing conditions. The contract will be awarded to the lowest responsive and responsible bidder.

The bid documents outline pricing and funding requirements. The project is funded by the State of Michigan, and no separate payment or adjustments to the lump sum bid will be made unless specifically indicated. Contractors must also comply with all applicable state and local building codes and regulations. The successful contractor will be required to have a knowledgeable representative on-site at all times during the construction work.

View the file

Other files

File	Type	Posted
511.22358.TAP DMVA CONSTRUCT MOTOR VEHICLE STORAGE BUILDING - CALUMET MECHANICAL BID SET.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Construct Motor Vehicle Storage Building - Calumet - MICH Spec (Rev 02-24)-PART 2.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Construct Motor Vehicle Storage Building - Calumet - ADVERTISEMENT.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA CONSTRUCT MOTOR VEHICLE STORAGE BUILDING - CALUMET CIVIL BID SET PART 1.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA CONSTRUCT MOTOR VEHICLE STORAGE BUILDING - CALUMET CIVIL BID SET PART 2.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Construct Motor Vehicle Storage Building - Soil Report 5.31.23.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Construct Motor Vehicle Storage Building - Calumet - MICH Spec (Rev 02-24)-PART 1.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA CONSTRUCT MOTOR VEHICLE STORAGE BUILDING - CALUMET STRUCT BID SET.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA CONSTRUCT MOTOR VEHICLE STORAGE BUILDING - CALUMET ELECTRICAL BID SET.pdf	PDF	Apr 15, 2024

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.

CONTACT LIST:

STATE OF MICHIGAN DTMB

DANIELLE NEWMAN, DESIGN & CONSTRUCTION DIVISION

517-331-5369, NEWMAND6@MICHIGAN.GOV

TOM PAWLOWSKI, DESIGN & CONSTRUCTION DIVISION

517-242-0973, PAWLOSKIT@MICHIGAN.GOV

MICHIGAN DEPARTMENT OF MILITARY AND VETERAN AFFAIRS

JOSH ROSE, SITE CONTACT

906-281-3336, ROSEJ12@MICHIGAN.GOV

ALVAR MAKI, MAINTENANCE SUPERVISOR F.M. NORTH

906-235-5880, MAKIA@MICHIGAN.GOV

SCOTT DOMANSKI

517-481-7570, DOMANSKIS@MICHIGAN.GOV

PROFESSIONAL SERVICES CONTRACTOR

AARON JANKE, PROJECT ENGINEER (PRIMARY CONTACT)

906-315-1332, AJANKE@UPEA.COM

GEORGE KIISKILA, PROJECT MANAGER

906-482-4810, GKIISKILA@UPEA.COM

KARIN COOPER, PROJECT ARCHITECT

906-315-1322, KCOOPER@UPEA.COM

JONATHAN RAIFORD, DESIGNER

906-315-1368, JRAIFORD@UPEA.COM

SHANE PAKKALA, MECHANICAL DESIGNER

906-315-1375, SPAKKALA@UPEA.COM

PAUL MARTTILA, ELECTRICAL ENGINEER

906-315-1342, PMARTTILA@UPEA.COM

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

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

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

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

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

N A N D C O N

R U C

O N D

C O N

R U C

O N

O R D

F O R

C O D E

D M

P R O

C T #2 6A

N N O

E O F M

A R

T O F

C H N O

G Y , M A N A G

T A N D B U D G

S A N D B U

R V

A D M

O N

A D A M L A C H , R A , D

R w w w .u pe a.

co m

U M

, M

T O F M

D V

100 PORTAGE STREET

HOUGHTON, MI 49931

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

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 8

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

FILE NO.:

FUNDING CODE:

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

MICHIGAN DEPT. OF VETERAN AND MILITARY AFFAIRS

511/22358.TAP

/2 .T

/2 7/

T M

E S

M1 2-0

DMVA PROJECT NO. 26A5623035

57707 MILITARY AVE

CALUMET, MI 49913

CONSTRUCT MOTOR VEHICLE STORAGE BUILDING-CALUMET

C O N

R U C T M O

R V

G -C

U M

PROJECT LOCATION

CALUMET, MI

SHEET INDEX

SHEET NUMBER SHEET NAME

G001 COVER SHEET MOTOR VEHICLE STORAGE BLDG

G002 ARCHITECTURAL STANDARDS

G003 LIFE SAFETY PLAN

C001 CIVIL STANDARDS AND NOTES

C100 EXISTING/DEMOLITION PLAN

C101 PROPOSED SITE LAYOUT PLAN

C102 PROPOSED GRADING PLAN

C103 PROPOSED UTILITY PLAN

C104 PROPOSED SESC PLAN

C401 PROPOSD STORM AND SEWER PROFILE

C501 SITE DETAILS

C502 UTILITY DETAILS

C503 FENCING DETAILS

C504 SESC DETAILS

S001 STRUCTURAL NOTES

S101 FOUNDATION & FOOTING PLANS

S102 STRUCTURAL FRAMING & ROOF PLANS

A101 PROPOSED MULTI-VEHICLE STORAGE BUILDING OVERALL PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 WALL SECTIONS

A601 SCHEDULES AND DETAILS

M001 MECHANICAL AND PLUMBING ABBREVIATIONS AND SYMBOLS

M101 MECHANICAL PLAN

E001 ELECTRICAL SYMBOLS, NOTES & ABBREIVIATIONS

E100 MVSB SITE ELECTRICAL PLAN

E101 MVSB ELECTRICAL LIGHTING AND POWER PLANS

E102 MVSB LIGHTNING PROTECTION PLAN, DETAILS, SCHEDULES

E501 ELECTRICAL ONE-LINE DIAGRAM

PROJECT LOCATION

A301

BUILDING SECTION

A301

WALL SECTION

A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

A201

ELEVATION

ELEVTION NUMBER

SHEET NUMBER

A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

A1 TITLE

1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

101 - OR - 101

TAG IDENTIFICATION

DOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

OFFICE ROOM IDENTIFICATION NUMBERROOM NAME

ROOM NUMBER

SYMBOL IDENTIFICATION

A101

SHEET NUMBER

1. BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE SOLICITED ON A LUMP SUM BASIS. NO SEPARATE PAYMENT OR ADJUSTMENTS TO THE LUMP SUM BID WILL BE MADE UNLESS SPECIFICALLY INDICATED ON THE PLANS AND IN THE PROPOSAL OR WHEN ADDITIONAL WORK IS AUTHORIZED IN

WRITING BY THE OWNER REPRESENTATIVE.

2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER REPRESENTATIVE OF ANY DEVIATION FROM THIS PLAN.

3. THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING TO VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS.

4. THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON SITE AT ALL TIMES DURING WORK UNDER THIS CONTRACT. THIS REPRESENTATIVE SHALL HAVE ON SITE, HIS OWN COPY OF THE CONTRACT SPECIFICATIONS, DRAWINGS AND DMVA APPROVED SHOP DRAWINGS.

5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCIES BROUGHT TO THE OWNER'S REPRESENTATIVES' ATTENTION.

6. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO VERIFY CONDITION OF EXISTING CONSTRUCTION. DOCUMENT ANY EXISTING CONDITION THAT COULD BE MISCONSTRUED AS DAMAGED DURING NEW CONSTRUCTION. NOTIFY THE GOVERNMENT OF EXISTING CONDITIONS IN WRITING PRIOR TO THE

COMMENCEMENT OF WORK.

7. WHERE NEW CONSTRUCTION ABUTS EXISTING CONSTRUCTION AND APPEARS TO ALIGN FLUSH WITH EXISTING CONSTRUCTION, THE NEW CONSTRUCTION SHALL ALIGN AND BE FLUSH WITH NO VISIBLE JOINT, UNLESS THE MATERIALS OR SUBSTRATES DIFFER; THEN, AN EXPANSION JOINT SHALL BE INSTALLED.

8. DRAWINGS ARE NOT TO BE SCALED FOR ANY DIMENSIONS.

9. ALL WORK MUST COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, ANY REVISIONS REQUIRED DUE TO FIELD CONDITIONS MUST BE REVIEWED AND

APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

10.PROVIDE FLOOR-TO-FLOOR FIRESTOPPING AT ANY VERTICAL PIPING OR CONDUIT PENETRATIONS, WHICH ARE EXPOSED IN THE COURSE OF THIS RENOVATION

WORK.

WALL-MOUNTED ACCESSORIES

PAPER

TOWEL &

OTHER

DISPENSERS

CLOTHES

& TOWEL

HOOKS

" M

.F .F

. SHELF

WASTE

RECEPTACLE

HAND

DRYER

" S

.F .F

SIGNAGE AND DOOR HARDWARE

TEXT

LIN

" T

MIRROR

BRAILLE

MOUNT SIGNAGE ON

LATCH SIDE OF DOOR

- 3

1/ 2"

FEC FE AND

WALL

BRACKET

- 2

" B F

- 4

" S

- 0

" B F

- 6

" S

- 0

- 8

1/ 2"

B F

- 1

0 1 /2"

- 2

" B F

- 6

" S

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

"-4

LOCKSET/LATCH

LOCATION

HARDWARE

LEVER BF

MOUNTING HEIGHTS

- 1

0" B

- 0

" S

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

U M

, M

O F

D V

ITE

M1 2-0

C O

R U

C T

M O

-C

U M

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

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

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

ABBREVIATIONS

GENERAL NOTES

A N

EXIT CLEAR WIDTH: 32"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 213

EXIT CLEAR WIDTH: 32"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 213

EXIT CLEAR WIDTH: 32"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 213

2-HR FIRE BARRIER

B C D E F G H I J K L M

2-HR FIRE BARRIER2-HR FIRE BARRIER

EXIT CLEAR WIDTH: 32"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 213

4528 SF

FIRE AREA "A"

RM 127A

4588 SF

FIRE AREA "B"

RM 127B

4435 SF

FIRE AREA "C"

RM 127C

4944 SF

FIRE AREA "D"

RM 127D

105FT TRAVEL DISTANCE 94FT TRAVEL DISTANCE 97FT TRAVEL DISTANCE 93FT TRAVEL DISTANCE

S-2 S-2 S-2 S-2

2-HR FIRE BARRIER

12" CMU (AFTER

CONSTRUCTION OF PHASE 2)

2-HR FIRE BARRIER

12" CMU

2-HR FIRE BARRIER

12" CMU

FUTURE PROPOSEDNOTE: FUTURE

PORTION NOT

CONSTRUCTED AT

THIS TIME

324 SF

STORAGE

RM 127E

74FT TRAVEL DISTANCE

2-HR FIRE BARRIER

(2) FE SHOWN IN EACH

BAY. MIN 75' APART

FEFE

BUILDING CODE SUMMARY

NEW CONSTRUCTION

2015 MICHIGAN BUILDING CODE

USE GROUP: S-2 LOW HAZARD STORAGE

CONSTRUCTION TYPE: TYPE II-B UNPROTECTED NON-COMBUSTIBLE

2021 MICHIGAN MECHANICAL CODE

2021 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

2017 NATIONAL ELECTRICAL CODE and MICHIGAN PART 8

EXTERIOR WALLS: MASONRY

ROOF CONSTRUCTION: MEMBRANE ON METAL DECK, STEEL JOISTS

FLOOR CONSTRUCTION: CONCRETE

FIRE PROTECTION: REQUIRED FOR FIRE AREAS GREATER THAN 5,000SF

FIRE BARRIER RATING: 2-HR

ALLOWABLE NUMBER OF STORIES: 2

OCCUPANT LOAD

EGRESS PROVIDED: YES - ONE EXTERIOR AND ONE HORIZONTAL EXIT FROM EACH FIRE AREA

DISTANCE TO EXIT FROM

MOST REMOTE LOCATION: 105 FT

ZONING: MANUFACTURING (CALUMET TOWNSHIP FUTURE LAND USE)

BUILDING AREA PROPOSED: APPROX. 18,300 SF

Aa = At + (NS X If) = Aa = 17,500 + (17,500 x .75) = 30,625 SF ALLOWABLE AREA

SPACE

AREA/

ROOM S.F. / OCC

TOTAL

OCC'S

GARAGE 18,819 S.F. 200 96

TOTAL 9618,819 S.F.

ALLOWABLE AREA FACTOR 17,500 SF

NUMBER OF STORIES: 1

TOTAL ALLOWABLE AREA: 17,500 SF

FIRE AREAS: AREA OCCUPANTS

AREA A 4,528 SF 23

AREA B 4,588 SF 23

AREA C 4,435 SF 23

AREA D 4,944 SF 25

ALLOWABLE HEIGHT: 55 FT

STORAGE 324 SF 2

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

U M

, M

O F

D V

LIF

E S

Y P

M1 2-0

C O

R U

C T

M O

-C

U M

3/32" = 1'-0"A1 LIFE SAFETY PLAN

NORTH

4435 SF

FIRE AREA "C"

RM 127C

A201C4

A N

12' - 0" 4' - 0" 12' - 0" 1' - 4" 12' - 0" 2' - 0" 12' - 0" 1' - 4" 12' - 0" 2' - 7" 12' - 0" 6' - 10" 12' - 0" 1' - 4" 12' - 0" 1' - 10" 12' - 0" 1' - 4" 12' - 0" 2' - 0" 12' - 0"

1' - 5"

3' - 4" 7' - 4" 12' - 0" 1' - 4" 12' - 0" 2' - 0" 12' - 0" 1' - 4" 12' - 0" 4' - 8" 12' - 0" 4' - 8" 12' - 0" 1' - 4" 12' - 0" 2' - 0" 12' - 0" 1' - 4" 12' - 0" 2' - 4" 16' - 0" 3' - 4"

OH10 OH9 OH8 OH7 OH6 OH5 OH4 OH3 OH2

A1 A301

C4 A301

318' - 8"

1' - 8"

4528 SF

FIRE AREA "A"

RM 127A

4588 SF

FIRE AREA "B"

RM 127B

4944 SF

FIRE AREA "D"

RM 127D

3' - 4"

B C D E F G H I J K L M

318' - 8"

OH1

88' - 11" 74' - 11" 77' - 6" 76' - 0"

RIGID FRAME

SEE STRUCTURAL (TYPICAL)

O.H. DOORS

(TYPICAL ON FRONT SIDE)

2-HR FIRE BARRIER

12" CMU

2-HR FIRE BARRIER

16' - 8" 27' - 4" 27' - 4" 19' - 4" 27' - 4" 27' - 4" 24' - 0" 27' - 4" 27' - 4" 19' - 4" 27' - 4" 27' - 4" 20' - 8"

FUTURE PHASE 2 - NOT IN

CONTRACT-SHOWN FOR

REFERENCE ON THIS

PLAN ONLY

A201

A201 B4

FUTURE PHASE 3 - NOT IN

CONTRACT-SHOWN FOR

REFERENCE ON THIS

PLAN ONLY

18' - 0"

0"324 SF

STORAGE

RM 127E

2-HR FIRE BARRIER

NO DOOR IN THIS PROJECT.

PROVIDE 6" CMU 40"x88"

AREA TO PREPARE FOR

FUTURE EXTERIOR DOOR

2-HR FIRE BARRIER2-HR FIRE BARRIER

2-HR FIRE BARRIER

A601 B3

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

U M

, M

O F

D V

TI-

E S

L P

M1 2-0

C O

R U

C T

M O

-C

U M

3/32" = 1'-0"A1 PROPOSED MVSB OVERALL PLAN

FFE

MVSB

100' - 0"

T.O. WALL

122' - 8"

OH2OH3OH4OH5OH6OH7OH8OH9OH10

SPLIT FACE CMU AND METAL PANEL WALL

ALUM FASCIA

T.O. CMU

114' - 0"

OH1

TRANSLUCENT PANELS

SEE WINDOW SCHEDULE

A AA A

EXTERIOR LIGHT. REFERENCE

ELECTRICAL (TYP)

FFE

MVSB

100' - 0"

SINGLE SLOPE EPDM ROOF MEMBRANE

W/ 2" POLYISO INSULATION ON METAL DECK

T.O. WALL

122' - 8"

T.O. CMU

114' - 0"

ALUM FASCIA

SPLIT FACE CMU

WALL

20' - 0" 20' - 0" 20' - 0"

CMU EXPANSION JOINTS

20' - 0" 20' - 0" 20' - 0" 19' - 10"

EXTERIOR LIGHT. REFERENCE

ELECTRICAL

FFE

MVSB

100' - 0"

T.O. WALL

122' - 8"

T.O. CMU

114' - 0"

ALUM FASCIA

SPLIT FACE CMU AND METAL PANEL

WALL W/ WATER BLOCK

SEE WALL SECTIONS SHEET A302

20' - 0"

CMU EXPANSION JOINTS

20' - 0"14' - 8"3' - 4"

EXTERIOR LIGHT. REFERENCE

ELECTRICAL

FFE

MVSB

100' - 0"

T.O. WALL

122' - 8"

T.O. CMU

114' - 0"

SMOOTH CMU BELOW T.O. CMU LINE

SMOOTH CMU W/

ATTACHED METAL PANELS

ABOVE THIS LINE

ALUM FASCIA

KNOCKOUT PANEL FOR

FUTURE DOOR

20' - 0"

CMU EXPANSION JOINTS

20' - 0" 13' - 8" 3' - 0"

EXTERIOR LIGHT. REFERENCE

ELECTRICAL

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

U M

, M

O F

D V

M1 2-0

C O

R U

C T

M O

-C

U M

3/32" = 1'-0"A1 SOUTH ELEVATION

3/32" = 1'-0"B1 NORTH ELEVATION

1/8" = 1'-0"C4 EAST ELEVATION

1/8" = 1'-0"B4 WEST ELEVATION

MVSB

100' - 0"

T.O. FOOTING

MVSB

96' - 8"

OH2 OH3 OH4 OH5 OH6 OH7 OH8 OH9 OH10

T.O. WALL

122' - 8"

HIJKLM

20' - 8" 27' - 4" 27' - 4" 19' - 4" 27' - 4" 27' - 4"

PRE-ENGINEERED RIGID FRAME (TYPICAL)

- 4

OH1

A A A A

A302 A5

JOISTS PER STRUCTURALPOWER OPENER THIS DOOR ONLY

APPROXIMATE OPENER LOCATION.

VERIFY IN FIELD.

THIS OPENER MAY BE MOUNTED

ON WALL AT DOOR HEIGHT

FFE

MVSB

100' - 0"

T.O. FOOTING

MVSB

96' - 8"

A302 A3

T.O. WALL

122' - 8"

W8X24 COLUMN

ON BASE PLATE

ON FOUNDATION WALL

(TYPICAL)

15' - 4"15' - 4"15' - 4"15' - 4"

6" CMU FOR

KNOCKOUT IN FUTURE

ADDITION

LH SERIES BAR JOIST

SEE STRUCTURAL PLANS

MIN. 6" OVERHANG

MEMBRANE ROOF

PRE-ENGINEERED

RIGID FRAME

OVERHEAD DOOR

W/ VISION GLASS

A302 A4

SLOPED DOOR

TRACK. SLOPE SHALL

BE VERIFIED IN FIELD.

MANUAL DOOR OPENER

MOUNTED ON METAL FRAME

w/ CHAIN TO JACKSHAFT

DOOR PULL CHAIN

CHAIN KEEPER

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

U M

, M

O F

D V

ILD

M1 2-0

C O

R U

C T

M O

-C

U M

1/8" = 1'-0"A1 LONGITUDINAL SECTION

1/8" = 1'-0"C4 TRANSVERSE SECTION

MVSB

100' - 0"

T.O. FOOTING

MVSB

96' - 8"

A302 B2

8" SPLIT FACE CMU w/

GROUTED CORES AND

REINFORCING @ 48"

O.C. PER STRUCTURAL

EXPANSION JOINT

METAL SIDING

EXTERIOR GRADE GYPSUM SHEATHING

6" METAL STUD FRAMING

BATT INSULATION

PRE-

ENGINEERED

RIGID FRAME

BASE PLATE

BY MFR

8" REINF. CONC SLAB

SEE SHEET S101

JOISTS PER STRUCTURAL

EPDM MEMBRANE ROOF

W/ 2" POLYISO INSULATION

ON METAL DECK

FOUNDATION AND

FOOTING PER

STRUCTURAL

A302 B1

FFE

MVSB

100' - 0"

FFE

100' - 0"

T.O. FOOTING

MVSB

96' - 8"

T.O. WALL

122' - 8"

ROOF BEARING

MVSB

120' - 8 1/2"

PRE-ENGINEERED

RIGID FRAME

(BEYOND)

FOUNDATION AND FOOTING PER STRUCTURAL

8" REINF. CONC SLAB

SEE SHEET S101

RIGID FRAME BASE PLATE

BY MFR

EXPANSION JOINT

- T

OVERHEAD DOOR

W/ VISION GLASS

JOIST PER STRUCTURAL

MEMBRANE ROOF

W/ 2" INSULATION

ON METAL DECK

ALUM FASCIA

ROOF EDGE

METAL SIDING

EXTERIOR GRADE GYP SHEATHING

6" METAL STUD FRAMING

BATT INSULATION

O.H DOOR TRACK.

SLOPE TO BE VERIFIED

IN FIELD

A302

A2 SIM

A601 A3

MANUAL DOOR

CHAIN

CHAIN KEEPER

MANUAL DOOR

CHAIN OPERATOR

MOUNTED ON METAL

FRAME

CHAIN TO

JACKSHAFT DOOR

OPENER

SLOPE

FOUNDATION

WALL DOWN 1" @

DOORS

1/4" / 12"

STRUCTURE

METAL SIDING

EXTERIOR GRADE GYP SHEATHING

6" METAL STUD FRAMING

BATT INSULATION

MEMBRANE ROOF

W/ 2" INSULATION

ON METAL DECK ALUM DRIP EDGE

MIN. 6" OVERHANG

ALUM FASCIA

AND FLASHING

MEMBRANE ROOF

W/ 2" INSULATION

ON METAL DECK

LH SERIES BAR JOIST

BEARING 6" ON BEAM

(2) 6" METAL STUD TOP PLATES

BEAM

SEE STRUCTURAL

MEMBRANE UP AND OVER

EXTERIOR GYPSUM SHEATHING

METAL SIDING

EXTERIOR GRADE GYPSUM SHEATHING

6" METAL STUD FRAMING

BATT INSULATION

PT 2X BLOCKING

T.O. CMU

114' - 0"

METAL SIDING

EXTERIOR GRADE GYP SHEATHING

6" METAL STUD FRAMING

BATT INSULATION

FLASHING AND BOTTOM

TERMINATION BY SIDING MFR

1/2" Ø ANCHOR

BOLTS @ 48" O.C.

8" SPLIT FACE CMU WALL

8" SPLIT FACE CMU

BOND BEAM

FFE

MVSB

100' - 0"

T.O. FOOTING

MVSB

96' - 8"

T.O. WALL

122' - 8"

T.O. CMU

114' - 0"

A302 A1

12" CMU w/ REINFORCEMENT

AND GROUTED CORES @ 24"

O.C. PER STRUCTURAL

(SPACING FOR THIS WALL

ONLY)

METAL PANEL ON FURRING

CHANNEL AND JOIST

EXTENSION CONNECTION

PER STRUCTURAL

T.O. WALL

122' - 8"

ROOF BEARING

MVSB

120' - 8 1/2"

ALUM FASCIA

AND FLASHING

MEMBRANE ROOF

W/ 2" INSULATION

ON METAL DECK

MEMBRANE UP AND OVER

EXTERIOR GYPSUM SHEATHING

METAL SIDING

METAL FURRING

12" CMU

PT 2X BLOCKING

12" BOND BEAM

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

U M

, M

O F

D V

M1 2-0

C O

R U

C T

M O

-C

U M

3/4" = 1'-0"A3 WALL SECTION #3

3/4" = 1'-0"A4 WALL SECTION #2

1 1/2" = 1'-0"B2 T.O. WALL DETAIL WALL SECTION #2

1 1/2" = 1'-0"A2 T.O. WALL DETAIL WALL SECTION #3

1 1/2" = 1'-0"B1 SPLIT FACE TERMINATION @ METAL SIDING

3/4" = 1'-0"A5 WALL SECTION #1

1 1/2" = 1'-0"A1 T.O. WALL DETAIL WALL SECTION #1

SEE SCHEDULE

HM-1

SEE SCHEDULE

OPENER TYPES

TYPE 1:

MANUAL JACKSHAFT.CHAIN

MOUNTED ON RIGID FRAME

TYPE 2:

MANUAL JACKSHAFT. CHAIN

MOUNTED ON WALL ADJACENT

TO DOOR

TYPE 3:

POWERED JACKSHAFT AND

BACKUP CHAIN. MOUNTED ON

WALL ADJACENT TO DOOR

T.O. CMU

114' - 0"

LINTEL PER STRUCTURAL

BASE CLOSURE BY

SIDING MFR

METAL SIDING PANEL

DENS GLASS

SHEATHING

6" METAL STUDS W/ BATT

INSUL

BENT STEEL CLOSURE

ON (3) SIDES

DENS GLASS SHEATHING

METAL SIDING PANEL

CHAIN TO OVERHEAD DOOR

JACKSHAFT

OVERHEAD DOOR TRACK SLOPE

TO BE VERIFIED IN FIELD

MANUAL DOOR CHAIN

MANUAL DOOR

OPENER

OVERHEAD DOOR JACKSHAFT

PRE-ENGINEERED RIGID FRAME

NOTE: FOR OPENER TYPES

2 AND 3, USE MFR

STANDARD

CONFIGURATION

DOOR OPENER MOUNTING

BRACKET AS REQUIRED.

COORDINATE WITH OVERHEAD

DOOR MFR.

PRE-ENGINEERED METAL BUILDING FRAME

CHAIN KEEPER

8" SPLIT FACE CMU WALL8" SPLIT FACE CMU

JAMB BLOCK

OVERHEAD DOOR TRACK

AND MOUNTING FLANGE

MOUNTED PER MFR

RECOMMENDATIONS

OVERHEAD DOOR

DOOR

SEE SCHEDULE

HM FRAME

GROUT SOLID

SEALANT

EACH SIDE

5 3/4"

CMU LINTEL

SEE STRUCTURAL

DOOR

SEE SCHEDULE

HM FRAME

GROUT SOLID

SEALANT

EACH SIDE

CMU

ANCHOR

#5 VERT

GROUT SOLID5 3

/4"

LINTEL PER STRUCTURAL

BASE CLOSURE BY

SIDING MFR

METAL SIDING PANEL

DENS GLASS

SHEATHING

6" METAL STUDS W/ BATT

INSUL

BENT STEEL CLOSURE

ON (3) SIDES

DENS GLASS SHEATHING

METAL SIDING PANEL

TRANSLUCENT

PANEL AND

ATTACHMENT

PER MFR

SEALANT (BOTH SIDES)

METAL SIDING PANEL

6" METAL STUDS W/ BATT

INSUL

DENS GLASS SHEATHING

METAL SIDING PANEL

SEALANT (BOTH SIDES)

WINDOW FLASHING TO

MATCH SIDING

METAL SIDING PANEL

6" METAL STUDS W/ BATT

INSUL

BENT STEEL CLOSURE

ON (3) SIDES

DENS GLASS SHEATHING

METAL SIDING PANEL

TRANSLUCENT

PANEL AND

ATTACHMENT

PER MFR

SEALANT (BOTH SIDES)

P L U R I B U

E S

U N U M

C I R C U M S P I C E

S I Q U E R E I S

P E N I N S U L A M A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

U M

, M

O F

D V

S A

M1 2-0

C O

R U

C T

M O

-C

U M

DOOR & FRAME SCHEDULE

DOOR

NO.

DOOR

RATING

FRAME DETAILS

HDWR

SET REMARKSTYPE MATERIAL

SIZE

TYPE MATERIAL HEAD JAMBWIDTH HEIGHT

101 F HM 3' - 0" 7' - 0" HM-1 HM C4/A601 C5/A601 HS-1

102 F HM 3' - 0" 7' - 0" 90 MIN HM-1 HM C4/A601 C5/A601 HS-2 SEALANT SHALL BE FIRE RATED AS REQUIRED

103 F HM 3' - 0" 7' - 0" HM-1 HM C4/A601 C5/A601 HS-1

104 3' - 4" 7' - 4" FRAMED KNOCKOUT PANEL. DOOR ADDED IN PHASE 2

WINDOW SCHEDULE

WINDOW NO.

ROUGH OPENING

MANUFACTURER HEAD JAMB SILL REMARKSWIDTH HEIGHT

A 12' - 0" 3' - 0" KALWALL D2/A601 C2/A601 B2/A601

DOOR TYPES & FRAMES

WINDOW TYPES - NON-OPENING

OVERHEAD DOOR SCHEDULE

DOOR

NO.

DOOR DETAILS

OPENER

TYPE REMARKSTYPE MATERIAL

SIZE

HEAD JAMBWIDTH HEIGHT

OH1 OH STEEL 16' - 0" 14' - 0" A3/A601 B3/A601 3

OH2 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

OH3 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

OH4 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

OH5 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

OH6 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 2

OH7 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

OH8 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

OH9 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

OH10 OH STEEL 12' - 0" 14' - 0" A3/A601 B3/A601 1

1 1/2" = 1'-0"A3 OVERHEAD DOOR HEAD

1 1/2" = 1'-0"B3 OVERHEAD DOOR JAMB DETAIL

1 1/2" = 1'-0"C4 MAN DOOR HEAD

1 1/2" = 1'-0"C5 MAN DOOR JAMB

1 1/2" = 1'-0"D2 WINDOW HEAD

1 1/2" = 1'-0"C2 WINDOW JAMB

1 1/2" = 1'-0"B2 WINDOW SILL

Sheets: G001 - COVER SHEET MOTOR VEHICLE STORAGE BLDG

Sheets: G002 - ARCHITECTURAL STANDARDS

Sheets: G003 - LIFE SAFETY PLAN

Sheets: A101 - PROPOSED MULTI-VEHICLE STORAGE BUILDING OVERALL PLAN

Sheets: A201 - EXTERIOR ELEVATIONS

Sheets: A301 - BUILDING SECTIONS

Sheets: A302 - WALL SECTIONS

Sheets: A601 - SCHEDULES AND DETAILS

File details come from the government source that posted it. Updated Apr 16, 2024.