511.22358.TAP DMVA RENOVATE ARMORY - CALUMET ARCH BID SET PART 1.pdf

PDF 2 MB Posted Apr 15, 2024

Attached to: 511/22358. TAP; Calumet Armory - Renovate Armory
Solicitation number: RFQ - 171 - 240000000400
Issued by: Houghton County, Capac Village, Michigan

About this file

Written by GovTribe AI · Apr 16, 2024

This document is a set of plans and specifications for the renovation of the Calumet Armory, a project undertaken by the Michigan Department of Military and Veterans Affairs (DMVA) and the Michigan Department of Technology, Management and Budget (DTMB). The project involves renovations and additions to the existing armory building, including a maintenance bay addition, arms vault addition, and upgrades to the women's showers, lactation room, and other interior spaces. The project scope, drawings, and specifications are detailed across multiple sheets covering civil, structural, architectural, mechanical, electrical, and fire protection work. The bid solicitation is for a single lump-sum contract, with the contractor responsible for visiting the site to verify existing conditions prior to bidding. The bid due date is March 27, 2024.

The pricing for this project is on a lump-sum basis, with no separate payment or adjustments unless specifically indicated. The project is funded by the State of Michigan and is subject to state contracting requirements. There is no indication of any set-asides or incumbent contractor, and the renovations appear to be addressing the current needs of the DMVA at the Calumet Armory facility.

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Other files

File	Type	Posted
511.22358.TAP DMVA RENOVATE ARMORY - CALUMET CIVIL BID SET PART 1.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Renovate Armory - Calumet - MICH Spec (Rev 02-24) - PART 2.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA RENOVATE ARMORY - CALUMET ELECTRICAL BID SET.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Renovate Armory - Calumet - MICH Spec (Rev 02-24) - PART 3.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Renovate Armory - Calumet - Asbestos_	—	Apr 15, 2024
511.22358.TAP DMVA RENOVATE ARMORY - CALUMET ARCH BID SET PART 2.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Renovate Armory - Calumet - Advertisement.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA RENOVATE ARMORY - CALUMET M	—	Apr 15, 2024
511.22358.TAP DMVA RENOVATE ARMORY - CALUMET STRUCT BID SET .pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Renovate Armory - Calumet - MICH Spec (Rev 02-24) - PART 1.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA Renovate Armory - Calumet - Soil Report 5.31.23.pdf	PDF	Apr 15, 2024
511.22358.TAP DMVA RENOVATE ARMORY - CALUMET CIVIL BID SET PART 2.pdf	PDF	Apr 15, 2024

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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, PAWLOSKIIT@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, PROJECT MANAGER

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

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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

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POINT

SAULT

STE

MARIE

NATIONAL PARK

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NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOOD

WAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

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MARQUETTE

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MANISTIQUE

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CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEYHOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

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HARBOR

COPPER

MACKINAC

ISLAND

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INDIAN

RIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

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GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKA

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CITY

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ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNT

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LACHINE ALPENA

WOLVERINE

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BELLAIRE

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LELAND

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WASHBURN

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PORT WING BAYFIELD

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PARK FALLS

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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

T M

ILD

M1 2-0

DMVA PROJECT NO. 26A5622027

57707 MILITARY AVE.

CALUMET MI 49913

RENOVATE ARMORY-CALUMET

R M

O R

Y- C

PROJECT LOCATION

CALUMET, MI

SHEET INDEX

SHEET NUMBER SHEET NAME

G001 COVER SHEET MAIN BUILDING

G002 GENERAL STANDARDS

G003 LIFE SAFETY / EGRESS PLANS

C001 CIVIL STANDARDS AND NOTES

C100 EXISTING/DEMOLITION PLAN

C101 PROPOSED SITE LAYOUT PLAN

C102 PROPOSED GRADING PLAN

C103 PROPOSED UTILITY PLAN

C104 PROPOSED STORM SEWER PLAN

C105 PROPOSED SESC PLAN

C401 PROPOSED FORCE WALL

C402 PROPOSED BYPASS DRIVE

C501 SITE DETAILS

C502 UTILITY DETAILS

C503 LANDSCAPE DETAILS

C504 FENCING DETAILS

C505 FENCING DETAILS

C506 SESC DETAILS

AD101 DEMOLITION PLAN

AD102 ROOF DEMOLITION

S001 STRUCTURAL NOTES

S101 STRUCTURAL - MAINTENANCE BAY ADDITION

S102 STRUCTURAL - ARMS VAULT

S103 STRUCTURAL - ARMS VAULT

A101 PROPOSED FLOOR PLAN MODIFICATIONS

A102 PROPOSED MAIN BLDG & MAINTENANCE BAY ADDITION ROOF PLANS

A201 EXISTING MVSB PLANS

A301 BUILDING SECTIONS

A302 WALL SECTIONS

A401 ENLARGED PLANS - MAINTENANCE BAY ADDITION

A402 ENLARGED PLANS - ARMS VAULT

A403 ENLARGED PLANS - LACTATION ROOM & WOMEN'S SHOWERS

A404 ENLARGED PLANS - MEN'S SHOWERS & SHOWER ROOMS

A405 ENLARGED PLANS - CLASSROOM

A501 ROOF DETAILS

A601 SCHEDULES

FPD101 1ST FLOOR EXISTING FIRE PROTECTION PLAN

FP101 1ST FLOOR PROPOSED FIRE PROTECTION PLAN

FP201 FIRE SPRINKLER AS-BUILT DRAWINGS (FOR REFERENCE)

FP202 FIRE SPRINKLER AS-BUILT DRAWINGS (FOR REFERENCE)

P001 MECHANICAL AND PLUMBING ABBREVIATIONS AND SYMBOLS

PD100 UNDERSLAB EXISTING PLUMBING PLAN

PD101 1ST FLOOR & MECHANICAL ROOM EXISTING PLUMBING PLAN

P100 UNDERSLAB PROPOSED PLUMBING PLAN

P101 ABOVE GROUND PROPOSED PLUMBING PLAN

P501 PLUMBING DETAILS & SCHEDULES

MD101 1ST FLOOR EXISTING MECHANICAL PLAN

MD102 MEZZANINE EXISTING MECHANICAL PLAN

MD201 1ST FLOOR EXISTING HYDRONIC PIPING PLAN

M101 1ST FLOOR PROPOSED MECHANICAL PLAN - EXISTING BUILDING

M102 1ST FLOOR PROPOSED ADDITION AND MEZZANINE MECHANICAL PLAN

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M503 CONTROL DRAWINGS

M504 CONTROL DRAWINGS

M601 MECHANICAL SCHEDULES

E001 ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS

DE100 ELECTRICAL LIGHTING DEMOLITION

E100 ELECTRICAL SITE LIGHTING PLAN

E101 ELECTRICAL POWER PLAN

E102 ELECTRICAL LIGHTING PLAN

E104 EXIST MVSB ELECTRICAL PLAN

E105 LIGHTNING PROTECTION PLAN

E201 2ND FLOOR ELECTRICAL PLAN

E501 ELECTRICAL ONE-LINE DIAGRAM

E502 ELECTRICAL DETAILS

E601 ELECTRICAL PANEL SCHEDULES - NORMAL POWER

E602 ELECTRICAL PANEL SCHEDULES - BACK UP POWER

E603 LIGHTING SCHEDULES AND DETAILS

PROJECT LOCATION

15" MIN.

COUNTER SINK (LACTATION ROOM)

COUNTER WHERE

OCCURS W/ BACKSPLASH

WALL-MOUNTED ACCESSORIES

PAPER

TOWEL &

OTHER

DISPENSERS

CLOTHES

& TOWEL

HOOKS

" M

.F .F

. SHELF

WASTE

RECEPTACLE

HAND

DRYER

SHOWER

" S

.F .F

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-SECTION w/

1-1/2" TO 2" OUTSIDE DIAMETER.

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

TD 4'

- 0 " B

F 4'

- 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

F 3'

- 0 " S

- 6

FRONT SIDE

36"36"

3/4

- B .O

. S

D 6'

- 6

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 NUMBER101

1 KEY NOTE IDENTIFICATION 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.

INTERIOR WALL KEY

METAL STUD

PARTITION

CMU WALL

FLOOR

BOTTOM OF

STRUCTURE

CEILINGS WHERE

OCCURS

A C

1. ALL INTERIOR CMU WALLS SHALL BE TYPE 2 U.N.O.

WALL NOTES:

2. ALL AREAS SHOWN ON ROOM FINISH SCHEDULE AS

C.T., SEE SPECIFICATIONS FOR BACKER.

3. INTERIOR METAL STUD PARTITIONS TO RECEIVE

FULL THICKNESS FIBERGLASS BATT SOUND INSULATION.

SET STUD TRACKS IN CONTINUOUS BED OF ACOUSTIC

SEALANT, TOP AND BOTTOM, PROVIDE CONTINUOUS

ACOUSTIC SEALANT AT TOP AND BOTTOM OF GWB.

8" CMU

PAINTED WHERE INDICATED

6" METAL STUDS @ 16" OC

FURRING CHANNEL

CEMENT BOARD

WALL TILE

DEFLECTION TRACK

3-5/8" METAL STUDS @ 16" OC

5/8" GWB ONE SIDE

BATT INSULATION U.N.O.

3-5/8" METAL STUDS @ 16" OC

5/8" GWB ONE SIDE

10" CMU INFILL

REF DETAILS

3-5/8" METAL STUDS @ 16" OC

5/8" GWB EACH SIDE

TRANSITION

TO EXTG 12"

ABOVE PER

DETAILS

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

00 13

N A

N D

C O

R U

O N

C O

R U

O N

R D

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D G

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U M

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O F

D V

L S

M1 2-0

R M

O R

Y- C

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

ABBREVIATIONS

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

GENERAL NOTES

EXIT CLEAR WIDTH: EXTG 64"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 426

EXIT CLEAR WIDTH: EXTG 64"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 426

EXIT CLEAR WIDTH: EXTG 32"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 213

EXIT CLEAR WIDTH: EXTG 32"

ALLOWABLE PER OCCUPANT: .15 IN

ALLOWABLE OCCUPANT LOAD: 213

261 SF

WOMEN'S SHOWERS /

LOCKERS

RM 114A

269 SF

WOMEN'S

RM 114

162 SF

LOCKERS

RM 113B

53 SF

TOILET

RM 112

263 SF

MEN

RM 113

175 SF

MEN'S SHOWERS

RM 113A

504 SF

SUPPLY SGT

RM 113

304 SF

EXTG ARMS VAULT

RM 125A

311 SF

PLATOON 1

RM 125

304 SF

COMM

RM 125

76 SF

NBC

RM 125

77 SF

LACTATION ROOM

RM 102

387 SF

UNIT STORAGE

RM 125

320 SF

PLATOON 2

RM 126D

324 SF

PLATOON 3

RM 126E

185 SF

INSPECTION & LIBRARY

RM 126F

298 SF

SUPPLY ROOM

RM 126G

298 SF

TOOL ROOM

RM 126H

117 SF

BATTERY ROOM

RM 126J

2828 SF

MAINTENANCE BAY

RM 126

37 SF

UNISEX SHOWER

RM 119B

37 SF

UNISEX SHOWER

RM 119C

261 SF

ARMS VAULT ADDITION

RM 125B

726 SF

CLASSROOM

RM 127

EXTG 1 HR

FIRE SEPARATION

EXTG 1 HR

FIRE SEPARATION

EXTG 2 HR

FIRE SEPARATION

NEW ADDITION TO

INCLUDE SPRINKLERS

EXTG 2 HR

FIRE SEPARATION

S-2

CODE COMPLIANCE PLAN LEGEND

EXIT PATH

EXIT CAPACITY#

OCCUPANT LOAD

PER ROOM

FIRE EXTINGUISHER

W/ CABINET

FIRE EXTINGUISHER

MOUNTED TO WALL

EXIT SIGN

STORAGE / MECHANICAL

ELECTRICAL / HAZARDOUS

EGRESS PATH

BUILDING CODE SUMMARY

EXISTING AS-BUILT

BUILDING CODE SUMMARY

RENOVATION & NEW ADDITION

2015 MICHIGAN BUILDING CODE

USE GROUP: S-2 STORAGE / A-3 ASSEMBLY GROUP / B BUSINESS

CONSTRUCTION TYPE: TYPE II-B NON-COMBUSTIBLE / UNPROTECTED

2015 MICHIGAN MECHANICAL CODE

2018 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: PROVIDED PROVIDED

ALLOWABLE NUMBER OF STORIES: 2 2

OCCUPANT LOAD

EGRESS PROVIDED: EXISTING YES

DISTANCE TO EXIT FROM

MOST REMOTE LOCATION: 130FT 90FT

ZONING: MANUFACTURING (CALUMET TOWNSHIP FUTURE LAND USE)

BUILDING AREA PROPOSED: APPROX. 1,300 SF APPROX. 1,600 SF

(LEVEL 2 ALTERATION) (LEVEL 3 ALTERATION)

SPACE

AREA/

ROOM S.F. / OCC

OCC'S /

SPACE

TOTAL

OCC'S

ADDITION TO MAINT. BAY

CLASSROOM (net)

LACTATION & SHOWERS

ARMS VAULT

1600 S.F.

725 S.F.

310 S.F.

265 S.F.

TOTAL 69

RENOVATION AREAS NEW CONSTRUCTION

ACTUAL NUMBER OF STORIES: 1 1 P

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SCALE: 3/32" = 1'-0"

BUILDING CODE REVIEW W/ EXITING DIAGRAM AND STORAGE / HAZARDOUS AREAS DEFINEDA2

NORTH

OUTLINE OF

NEW ADDITION

726 SF

CLASSROOM

RM 127

261 SF

ARMS VAULT ADDITION

RM 125B

304 SF

EXTG ARMS VAULT

RM 125A

261 SF

WOMEN'S SHOWERS /

LOCKERS

RM 114A

175 SF

MEN'S SHOWERS

RM 113A

77 SF

LACTATION ROOM

RM 102

2828 SF

MAINTENANCE BAY

RM 126

162 SF

LOCKERS

RM 113B

11 11

1 1

387 SF

UNIT STORAGE

RM 125

NOTE: EXTG

GATES AND

FENCING TO

REMAIN

OPPOSITE SIDE

OF ARMS VAULT

3432 32

101010

53 SF

ALCOVE

RM 113C

T.O. WALL

120' - 8"

8" 8"

2" 8" 8"

ROOF BEARING

MAINTENANCE BAY

119' - 9"

DEMOLISH TOP TWO (2)

COURSES OF FACE BRICK

INCLUDING WEATHER

BARRIER AND RIGID INSUL

DEMOLISH ALUM FASCIA

AND BLOCKING AS

REQUIRED

1 SAWCUT DOOR OPENING INTO EXSTING CMU WALL.

DEMOLITION KEY NOTES

2 REMOVE DOOR. INFILL WALL IN-KIND. (CMU)

SAWCUT 5'-0" X 8'-6" OPENING INTO EXTG ARMS VAULT

REINF. CONC WALL; REBAR AND CONC SHALL BE

FLUSH.

REMOVE PORTION OF FENCE FOR PROPOSED

ADDITION TO ARMS VAULT - SALVAGE FENCE FOR

RE-USE.

REMOVE EXTG FLOOR TILE AND PREP FOR PROPOSED.

SAWCUT FLOOR AS REQUIRED FOR PLUMBING.

GENERAL CONTRACTOR SHALL COORDINATE WITH

PLUMBING CONTRACTOR FOR FLOOR DEMOLITION

AREA REQUIRED.

9 REMOVE EXTG LOCKERS AND BENCH.

REMOVE EXTG SHOWER CURTAIN RODS. TILE AT EXTG

ROD LOCATION SHALL BE REPAIRED / PATCHED

IN-KIND. USE OWNER'S SUPPLY OF TILE AND BLEND

WITH EXISTING PATTERN.

NOTE: ONLY KEY NOTES USED ON THIS SHEET

ARE SHOWN

PREP EXTERIOR WALL TO RECIEVE PROPOSED

GARAGE ADDITION INCLUDING FOUNDATION /

FOOTING.

7 REMOVE EXISTING CONC SLAB TO OUTSIDE EDGE OF

PROPOSED FOOTINGS. VERIFY SIZE IN FIELD.

REMOVE EXTG WOMEN'S SHOWER AREA INCLUDING

FLOOR, TILED WALLS. COORDINATE WITH PLUMBING

CONTRACTOR.

12 REMOVE EXTG CMU WALL. PATCH ADJACENT WALL /

FLOOR IN-KIND AS REQUIRED.

REMOVE CHAIN LINK GATE / FENCH AND SALVAGE FOR

RE-USE. PATCH ADJACENT WALL / FLOOR IN-KIND AS

REQUIRED.

REMOVE EXTG CERAMIC FLOOR TILE AND SAWCUT

FLOOR AS REQUIRED FOR PLUMBING. GENERAL

CONTRACTOR SHALL COORDINATE WITH PLUMBING

CONTRACTOR FOR FLOOR DEMOLITION AREA

REQUIRED.

REMOVE WALL AND DOOR. SALVAGE FOR RE-USE IN

PROPOSED WALL. CONTRACTOR SHALL PATCH

REMAINING WALL AND FINISH IN-KIND TO MATCH

EXISTING. PROVIDE NEW FRAME FOR DOOR.

HARDWARE LOCATION SHALL BE COORDINATED WITH

DOOR HARDWARE / FRAME SUPPLIER.

25 REMOVE WOOD FLOOR. PREP FOR INSTALLATION OF

PROPOSED CAST UNDERLAYMENT.

26 REMOVE FLOOR. PREP FOR INSTALLATION OF

PROPOSED LVT.

REMOVE ACT CEILING AND GRID IN THIS AREA. CEILING

SHALL BE REMOVED ON GRID LINE. TEMPORARILY

SUPPORT CEILING PRIOR TO WALL INSTALLATION.

GENERAL CONTRACTOR SHALL COORDINATE WITH

RESPECTIVE MEP CONTRACTORS AS REQUIRED.

28 REMOVE BENCH AND SALVAGE FOR REINSTALLATION.

30 REMOVE ACT CEILING AND GRID. PREP FOR

INSTALLATION OF PROPOSED CEILING.

31 REMOVE GWB CEILING. PREP FOR PROPOSED CEILING.

32 REMOVE SHOWER CURTAIN ROD.

33 REMOVE ALL WALL TILE IN THIS ROOM AND PREP FOR

NEW.

REMOVE DOOR AND FRAME. DOOR TO BE SALVAGED

FOR USE AT DOOR 102A AT LACTATION ROOM. DOOR

HARDWARE SHALL BE COORDINATED WITH DOOR

HARDWARE / FRAME SUPPLIER.

DEMOLITION GENERAL NOTES

THE STATE / OWNER RESERVES THE RIGHT TO RETAIN / SALVAGE ANY

ITEMS IDENTIFIED TO BE DEMOLISHED FOR THE PROJECT.

COORDINATE DEMOLITION WORK WITH PROPOSED WORK.

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SCALE: 1/8" = 1'-0"

OVERALL DEMOLITION PLANA2 NORTH

SCALE: 3/4" = 1'-0"

MASONRY DEMOLITION DETAIL @ MAINTENANCE BAYD1

17 17

AREA 'A'

A3 A501

RIDGE VENT

RIDGE CAP

VALLEY

RIDGE CAP

AD101

16 16 16 16 16 16 16 16 16 16 16 16 16 16

AREA 'A'

AREA 'B'

NO WORK IN THIS AREA

AREA 'E'

AREA 'D'

AREA 'C'

AREA 'F'

NO WORK IN THIS AREA

NO WORK IN THIS AREA NO WORK IN THIS AREA

1. CERTAIN EXISTING MECHANICAL ROOF EQUIPMENT AND ITEMS, i.e. STACKS, SUMPS, VENTILATORS, AIR INTAKES, EXHAUST UNITS, AND ETC. ARE SHOWN. THE CONTRACTOR SHALL VISIT THE SITE AND INSPECT THE ROOF AREA(s) TO VERIFY THE EXACT SIZE, LOCATION, QUANTITY, AND TYPE OF EQUIPMENT SHOWN AND/OR NOT SHOWN THAT MUST BE FLASHED, SEALED, RAISED, REMOVED, REINSTALLED, ETC., AND ASSUME FULL

RESPONSIBILITY FOR THEIR QUANTITIES.

2. CERTAIN NOTES ARE REFERENCED ON THE ROOF PLAN. THE CONTRACTOR SHALL INSPECT THE JOB TO

DETERMINE LOCATIONS WHERE THE SAME WORK IS REQUIRED AND NOT SO REFERENCED.

3. THE CONTRACTOR SHALL VERIFY ALL DETAILS AND SPECIAL CONDITIONS ON THE ROOF WITH THE METAL ROOFING MANUFACTURER AND SHALL INCLUDE IN HIS PROPOSAL AND BE RESPONSIBLE FOR ANY DEVIATIONS REQUIRED TO ANY AND ALL DETAILS SHOWN AS REQUIRED TO MAINTAIN THE TWENTY (20) YEAR WARRANTY AS SPECIFIED. DEVIATIONS MUST BE APPROVED BY THE DEPARTMENT OF MILITARY & VETERANS

AFFAIRS.

4. EXISTING ROOF IS 24 GA. UNA-CLAD UC-3 11/2" DOUBLE LOCK STANDING SEAM METAL ROOF SYSTEM WITH A

KYNAR 500 FINISH OF PATINA GREEN.

5. FIELD MEASURE WIDTH OF PANELS.

6. TRUSS SYSTEM SLOPES AS DRAWN.

7. NEW ROOF METAL COLOR WILL BE PATINA GREEN TO MATCH EXISTING.

8. ALL EXISTING SHEATHING SHALL BE EXAMINED FOR DAMAGE AND ROT AND SHALL BE REPLACED WITH 3/4" OSB

LOUISIANA PACIFIC TOP NOTCH OR EQUIVALENT.

9. THE STATE / OWNER RESERVES THE RIGHT TO RETAIN / SALVAGE ANY ITEMS IDENTIFIED TO BE DEMOLISHED FOR B

THE PROJECT

16 DEMOLISH RIDGE VENT AND DEMOLISH 4'-0" METAL ROOF EACH

SIDE OF RIDGE, DEMOLISH ROOF LOUVER.

ROOF DEMOLITION KEY NOTES

17 DEMOLISH VALLEY FLASHING.

18 DEMOLISH RIDGE VENT AND / OR CAP.

19 DEMOLISH AND SALVAGE ROOF METAL. METAL SHALL BE

RE-USED ON ROOF AREA 'A'.

20 INSPECT AND DEMOLISH FORMER ROOF VENT OPENING BLANKS.

DEMOLISH DAMAGED SHEATHING.

EXISTING POWER VENT TO REMAIN. CONTRACTOR SHALL

VERIFY LOCATION OF VENTS IN FIELD. IF VENTS ARE WITHIN THE

DEMO AREA, CONTRACTOR SHALL CONTACT ARCHITECT FOR

DETAIL OF EXTENSION AND FLASHING REQUIREMENTS.

DEMOLISH EXTG ALUM FASICA. DEMOLISH BLOCKING AND TOP

TWO (2) COURSES OF FACE BRICK INCLUDING WEATHER

BARRIER AND RIGID INSULATION AS REQUIRED.

23 DEMOLISH FLASHING AS REQUIRED.

NOTE: ONLY KEY NOTES USED ON THIS SHEET

ARE SHOWN

LOCATION OF PROPOSED MECHANICAL EQUIPMENT. DEMOLISH

PORTION OF ROOF AS REQUIRED. COORDINATE WITH

MECHANICAL CONTRACTOR.

ALL DEMOLITION NOTES RELATING TO AREA OF

ALTERNATE #1 SHALL BE PART OF ALTERNATE #1

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SCALE: 1/8" = 1'-0"

ROOF DEMOLITION PLAN - MAIN BUILDINGA2

NORTH

ROOF NOTES

ALTERNATE #1

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