Addendum 1 Issued 3.21.2025.pdf

MACOMB TOWNSHIP

FIRE STATION NO. 2 ADDITION AND RENOVATION

AEW PROJECT #0249-0272

DOCUMENT 00 91 00

ADDENDA

ADDENDUM NUMBER 1

DATE: 03/21/2025

PROJECT: Macomb Fire Station No. 2 Addition and Renovation

PROJECT NUMBER: 0249-0272

OWNER: Macomb Township

ARCHITECT/ENGINEER: Anderson, Eckstein & Westrick, Inc.

TO: Prospective Respondents

This Addendum forms a part of the Contract Documents and modifies the

Proposal Documents dated February 27, 2025, with amendments and additions noted below.

This Addendum consists of (30) total pages.

The following changes to and/or clarifications of the Contract Documents will be incorporated in said Contract Documents and such changes shall be allowed for in the price proposal by the Contractor, such that the price indicated in the

Proposal shall represent the conditions as set forth in the original Contract

Documents as modified by this Addendum.

Acknowledgment of receipt of this Addendum and the Respondent’s

Acceptance of these revised conditions prior to submittal of the proposal shall be indicated by adding the Addendum number in the space provided in the

Proposal Form. Failure to do so may disqualify the Respondent.

A. RESPONDENT QUESTIONS AND RESPONSE:

1. Q: Can you provide soil borings/Geo Tech report?

A: No soil borings were obtained for this renovation project. Refer to

Concrete and Foundation note 27 for assumed boil bearing capacity of 2,000 psf taken from original design plans, to be confirmed by geotechnical testing agency prior to pour of foundations.

2. Q: Do you have already secured the access control vendor or if you are still looking for one?

A: The owner does not currently have an access control vendor, GC to coordinate access control to satisfy the owner’s requirements

3. Q: Is the driveway a necessary item? We could dig both ponds sitting between the ponds and parking lot

A: No, the driveway is not a necessary item. There are no ponds on this job.

4. Q: Can you provide additional specs for CT-1 Tile 12” x 24”?

A: Please see revised specification

5. Q: Will the station be open during construction?

A: Apparatus bays will be functioning, offices will be closed.

6. Q: Is insulation a separate line item?

A: It is a separate line item for Stations 3 and 4. It is included in the lump sum proposal for Station 2

7. Q: Who is handling asbestos testing?

A: A hazardous materials survey (and abatement if necessary) will be contracted by the owner.

8. Q: Will data racks be moved to the electrical room?

A: Yes, they will be moved to the IT room in the mezzanine after the restoration

9. Q: Are start and finish dates in the specifications?

A: Construction duration will need to be provided by the Contractor for consideration as required in the proposal form.

10. Q: Will AEW be the project manager? Or will it be a GC?

A: AEW is acting as the agent to the owner and will not be the project manager. See specifications for responsibilities of general contractor.

11. Q: When will we receive the bidders list?

A: The pre-proposal meeting sign in sheet is included in this addendum.

12. Q: Is a temporary wall needed to block the bays from construction?

A: See Sheet AD101 First Floor Demolition Plan

13. Q: Are there temporary heating and cooling requirements?

A: See specifications for temporary facilities requirements.

14. Q: A401/A411 is inconsistent, will benches and lockers and other equipment be furnished by Owner only? Or furnished and installed?

A: Furnished and installed by owner. GC to coordinate installation with

AEW/Macomb Township.

15. Q: Is there an engineer’s estimate for this project?

A: No estimate will be provided.

16. Q: Are all cabinets owner furnished, and contractor installed or would you like contractor furnish and install pricing?

A: All cabinets to be contractor furnished - contractor installed, unless otherwise noted.

17. Q: Please confirm need for a temporary wall during construction.

A: Please see the revised Sheet AD101 First Floor Demolition Plan.

18. Q: Please confirm GC does not need to figure providing living quarters for fire fighters during construction, as it will be handled by the station.

A: GC is not responsible for providing living quarters during construction. GC is responsible for ensuring apparatus bay is functioning at all times, unless otherwise coordinated.

19. Q: Please confirm whether GC should seek out abatement testing/contractor or if owner will provide.

A: A hazardous material survey (and abatement if necessary) will be contracted by the owner.

20. Q: We need ceramic tile selection for the shower floors. Please confirm that the only locations that will require a sloped mortar bed will be at the shower floors and shower curbs.

A: Please see revised A611. Sloped mortar beds will only be required where noted.

21. Q: Can you please provide more information on the epoxy flooring?

A: Epoxy Flooring to be custom flake epoxy by Torginol. GC is responsible for coordinating sourcing and installation.

B. DOCUMENT REVISIONS:

ARCHITECTURAL

1. Sheet A011: (reissued)

a. Revised General Notes

2. Sheet A031: (reissued)

a. Revised specifications

3. Sheet A032: (reissued)

a. Revised specifications

4. Sheet AD101: (reissued)

a. Added demolition notes

b. Added dust protection

5. Sheet A101: (reissued)

a. Added general notes and keynotes

b. Rm 104 Shift Officers wall and door to be replaced

6. Sheet A121: (reissued)

a. Revised general notes

b. Revised plans to show gutters.

7. Sheet A201: (reissued)

a. Revised Signage

8. Sheet A301: (reissued)

a. Revised housekeeping pad

9. Sheet A311: (reissued)

a. Revised wall sections

10. Sheet A312: (reissued)

a. Revised wall sections

11. Sheet A401: (reissued)

a. Revised Rm 104 Shift Officers wall

b. Revised housekeeping pad

12. Sheet A402: (reissued)

a. Revised lavatory section detail

13. Sheet A411: (reissued)

a. Revised interior elevation

14. Sheet A601: (reissued)

a. Revised Door Schedule

15. Sheet A610: (reissued)

a. Revised Floor Finish plan

16. Sheet A611: (reissued)

a. Revised specifications

MECHANICAL

1. Sheet M011: (reissued)

a. Revised specifications

2. Sheet M101: (reissued)

a. Revised plan notes

PLUMBING

1. SHEET PD100: (reissued)

a. Revised notes

SPECIFICATIONS

1. SECTION 01 25 01: (reissued) Substitution Request Form

C. SUBSTITUTIONS:

a. None requested

D. ATTACHMENTS:

a. SHEET A011

b. SHEET A031

c. SHEET A032

d. SHEET AD101

e. SHEET A101

f. SHEET A121

g. SHEET A201

h. SHEET A301

i. SHEET A311

j. SHEET A312

k. SHEET A401

l. SHEET A402

m. SHEET A411

n. SHEET A601

o. SHEET A610

p. SHEET A611

q. SHEET M011

r. SHEET M101

s. SHEET PD100

t. SPECIFICATION SECTION 01 25 01

u. Pre-Proposal Meeting Sign-in Sheet

End of Addenda

T R

A V

E L D

IS

T

A C

E

T R

A V

E L D

IS

T

A C

E

T R

A V

E L D

IS

T

A C

E

TRAVEL DISTACE = 93'

TRAVEL DISTACE = 102'

2-HR FIRE BARRIER

UL U905

EXIT 1

EXIT 2

EXIT 3

EXIT 4

USE GROUP S-1

USE GROUP R-2

2-HR FIRE BARRIER

UL U938

DOOR LABEL

X

WINDOW LABEL

WINDOW

NUMBER

ROOM LABEL

Room name

ROOM

NUMBER

ROOM

NAME

DOOR

NUMBER

ELEVATION

SHEET

NUMBER

LOCATION

A101

A101

SHEET

NUMBER

LOCATION

SECTION

A101

SHEET

NUMBER

LOCATION

DETAIL/ENLARGED PLAN

T R

A V

E L D

IS

T

A C

E T

O E

X

IT

2-HR FIRE BARRIER

2-HR FIRE BARRIER

UL U905

USE GROUP S-1

USE GROUP R-2

2-HR FIRE BARRIER

UL J901

2-HR FIRE BARRIER

UL U905

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

AS NOTED

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES

(IN CONFLICT WITH THE CONSTRUCTION OF THESE

PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE

FIELD. DURING THE CONSTRUCTION, THE CONTRACTOR

SHALL PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. (ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234

Fax 586 726 8780

51301 Schoenherr Road

Shelby Township

Michigan 48315 www.aewinc.com

3/21/2025 10:59:45 AM

M:\0249\0249-0272\Dwg\Arch\Macomb Fire Station 2- ARD.rvt

A011

0249-0272

FIRE STATION NO. 2

RENOVATION

ARD

GENERAL PROJECT

INFORMATION

JRA FEBRUARY 2025

MACOMB TOWNSHIP

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING

UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION.

2. THE CONTRACTOR SHALL COORDINATE HIS WORK ACTIVITIES WITH THE OWNER TO MINIMIZE

DISRUPTION TO THE OWNER'S OPERATION OF THE FACILITY.

3. FOUNDATIONS SHALL BEAR ON COMPACTED SOIL FREE OF VEGETATION AND ORGANIC MATERIALS WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 2500 PSF. THE CONTRACTOR SHALL RETAIN

THE SERVICES OF A GEOTECHNICAL ENGINEER, REGISTERED IN THE STATE OF MICHIGAN, TO

VERIFY PERMISSIBLE BEARING CAPACITY VALUES. SUBMIT A REPORT OF THE SOIL CONDITIONS

AND CAPACITIES ENCOUNTERED TO THE ENGINEER FOR RECORD.

SITE CONDITIONS

1. REFER TO "MATERIAL AND INSTALLATION NOTES" ON DRAWINGS.

2. ROOFING SHALL BE ARCH. GRADE DIMENSIONAL, 300 LB. SEAL-DOWN SHINGLES EQUAL TO

OWENS/CORNING FIBERGLASS. APPLY OVER 15 LB. ASPHALT FELT. FLASH ALL LOCATIONS SHOWN

ON DRAWINGS WITH BITUTHENE "ICE DAM" MEMBRANE.

3. BASE DAMPPROOFING SHALL BE 20 MIL FLEXIBLE PLASTIC.

4. LINTEL FLASHING SHALL BE 2 OUNCE COPPER BONDED TO 3 OUNCE WATER- PROOFED KRAFT

PAPER OR EQUAL BY AN APPROVED MANUFACTURER.

5. CAULK DOOR AND WINDOW FRAMES AT MASONRY WALLS. CAULK COMPOUND SHALL BE AN

ELASTIC, WATERPROOF ADHESIVE FROM AN APPROVED MANUFACTURER. COLOR SELECTION

BY ARCHITECT.

6. INSULATION: BOTTOM OF ROOF TRUSSES: R-38 PERIMETER FOUNDATION INSULATION:

2" EXPANDED POLYSTYRENE OR APPROVED EQUAL INSTALLED BY FOUNDATION CONTRACTOR.

PROVIDE INSULATION BAFFLES BETWEEN TRUSSES TO INSURE AIR PASSAGE ABOVE ROOF

INSULATION. STUD WALL INSULATION: R-20

7. TYVEK AIR INFILTRATION BARRIER BEHIND ALL VENEERS.

8. PREFINISHED ALUMINUM PERFORATED SOFFIT SYSTEM, OVERHANG DRIP EDGE AND ATTIC VENTS

(144 SQ. IN. VENTILATION EACH). BY APPROVED MANU- FACTURER. COLOR SELECTION

BY ARCHITECT.

9. SIDEWALL SHEATHING EQUAL TO 1/2" THICK CDX SOUTHERN PINE PLYWOOD.

THERMAL AND MOISTURE PROTECTION

1. REMOVE ALL ABANDONED MISC. HARDWARE, ACCESSORIES, SUPPORTS, BRACKETS, ANCHORS ETC.

IN AREAS OF DEMOLITION (TYPICAL).

2. REMOVE ALL ABANDONED WIRING, CABLES, RACEWAYS, SWITCHES AND OUTLETS AS REQUIRED.

3. CUT AND CAP ALL ABANDONED PLUMBING BEHIND WALL.

4. REMOVE ALL MISC. ATTACHMENTS THAT INTERFERE WITH NEW CONSTRUCTION OR AS SHOWN

ON PLANS.

5. OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS AND EQUIPMENT, VERIFY SALVAGE OF ITEMS

AND EQUIPMENT WITH OWNER.

6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE

DEMOLITION AND/OR CONSTRUCTION. CONTRACTOR SHALL COORDINATE DEMOLITION AND

CONSTRUCTION TO COMPLETE WORK AS DEFINED ON PLAN, ELEVATIONS AND DETAILS.

7. COORDINATE ALL DIMENSIONS WITH PROPOSED CONSTRUCTION.

8. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES DURING DEMOLITION & CONSTRUCTION.

(WATER, SEWER, ELECTRICAL, GAS) VERIFY ALL EXISTING LOCATIONS.

9. CONTRACTOR SHALL PROTECT ALL BUILDING ELEMENTS DURING CONSTRUCTION, RESTORE AS

REQUIRED.

10. ELEMENTS LABELED AS EXISTING ARE TO REMAIN UNLESS NOTED OTHERWISE.

11. DASHED LINES INDICATE ITEMS TO BE REMOVED AS NOTED.

12. REMOVE ALL EXISTING ELECTRICAL LIGHTING FIXTURES AS INDICATED ON PLAN OR THAT INTERFERE WITH CONSTRUCTION. PATH ALL EXISTING CEILING TO REMAIN AS REQUIRED. MATCH EXISTING FINISH.

13. REMOVE ALL EXISTING OUTLETS, SWITCHES AND COVER PLATES AS SHOWN ON PLANS OR THAT INTERFERE WITH CONSTRUCTION. PATCH EXISTING WALL TO REMAIN TO MATCH EXISTING FINISH.

PROVIDE COVER PLATES AT MASONRY WALL.

14. REMOVE ALL MECHANICAL GRILLES, LOUVERS AND DIFFUSERS AS SHOWN ON PLAN OR THAT

INTERFERE WITH CONSTRUCTION.

15. COORDINATE AND VERIFY ALL DEMOLITION DIMENSIONS WITH ARCHITECTURAL DIMENSIONS.

16. COORDINATE ALL DEMOLITION WITH MECHANICAL AND ELECTRICAL.

17. CONTRACTOR SHALL REMOVE ALL ITEMS (ATTACHED OR OTHERWISE) WHICH REQUIRE REMOVAL OR ARE AFFECTED BY THE PROPOSED NEW CONSTRUCTION. THE CONTRACTOR SHALL FAMILIARIZE WITH THE EXISTING CONDITIONS AND SHALL COMPLETE ALL REQUIRED DEMOLITION (REGARDLESS

WEATHER EACH INDIVIDUAL ITEM HAS BEEN IDENTIFIED).

18. THE CONTRACTOR SHALL LEVEL / ADJUST SUBFLOOR AND OR CONCRETE FLOOR SLAB AS

REQUIRED FOR FLOOR FINISH.

19. CONTRACTOR TO TAKE VIDEO FOOTAGE OF THE ENTIRETY OF THE SITE INCLUDING ALL SITE ELEMENTS AND HARDSCAPE PRIOR TO DEMOLITION AND CONSTRUCTION AND PROVIDE FOOTAGE TO OWNER AND

ARCHITECT.

GENERAL DEMOLITION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, INSPECTIONS AND PLAN REVIEWS.

2. ALL CONTRACTORS SHALL COORDINATE THE LOCATION OF DUCTS, PIPING, BOXES, CHASES, CONDUITS, ETC... .WITH THE MECHANICAL, ELECTRICAL AND ALL OTHER TRADES.

3. PITCH ALL GRADES AND EXTERIOR SLABS AWAY FROM BUILDING TOWARDS DRAINAGE.

4. SEAL/MORTAR ALL OPENINGS AROUND PIPES, CONDUITS, ETC.... WHICH PASS THROUGH FLOORS

AND WALLS.

5. CAULK ALL JOINTS BETWEEN DOOR FRAMES, WINDOW FRAMES, MASONRY WALLS AND ALL

DISSIMILAR MATERIALS.

6. PROVIDE ALL NECESSARY BLOCKING AS REQUIRED TO SUPPORT LIGHTING, SIGNS, BRACKETS, ACCESSORIES, ETC

7. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF BLOCK TO FACE OF BLOCK.

8. ALL ITEMS NOTED "BY OWNER" OR "N.I.C." ARE NOT IN CONTRACT.

9. ALL BLOCK CORNERS SHALL BE BULLNOSE.

10. CONTRACTOR TO INSTALL ONLY TYPE "X" FIRECODE GYPSUM BOARD BOTH SIDES OF STUD WALL FULL HEIGHT OF PARTITION TO UNDERSIDE OF STRUCTURE (TIGHT) AT RATED WALLS IE. STORAGE

ROOM AND ELEC. / MECHANICAL.

11. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS EXISTING AND PROPOSED ON THE JOB.

REPORT ALL DEVIATIONS FROM DRAWINGS PRIOR TO START OF CONSTRUCTION.

12. ALL CONTRACTORS SHALL CONSTRUCT THIS PROJECT IN ACCORDANCE WITH ALL STATE, FEDERAL

AND LOCAL CODES.

13. ALL CONTRACTORS SHALL REPAIR ANY DAMAGES OR DISTURBANCES TO THE EXISTING BUILDING

AND SITE. PATCH / REPAIR AND PAINT ANY WALLS DISTURBED FROM DEMOLITION.

14. ALL WOOD AND MISC. BLOCKING MUST BE NON-COMBUSTIBLE MATERIAL.

15. ALL INTERIOR CONTROL JOINTS SHALL BE CONSTRUCTED AT 20'-0" O.C. MAXIMUM UNLESS NOTED

OTHERWISE.

16. ALL MATERIALS USED ARE REQUIRED TO BE OF GOOD QUALITY AND MEET OR EXCEED ALL

APPLICABLE INDUSTRY STANDARDS.

17. ALL WORK IS TO BE DONE WITH THE APPROPRIATE TOOLS AND MATERIALS. THE ARCHITECT HAS

THE RIGHT TO REJECT ANY WORK NOT DONE APPROPRIATELY.

18. REMOVE ALL TRASH AND DEBRIS FROM THE SITE. WASH ALL SURFACES DUST AND SWEEP

TO REMOVE ALL DIRT. REMOVE ALL TEMPORARY LABELS.

19. REPLACE ALL CONCRETE FLOOR WHICH WAS REMOVED AND OR DAMAGED FOR / DURING

CONSTRUCTION. PREPARATION FOR FLOOR FINISH.

20. ALL 2 HR. FIRE WALLS TO BE MIN. 8" CMU BLOCK TIGHT TO BOTTOM OF METAL DECKING. PROVIDE

ALL FIRE DAMPERS AS INDICATED ON MECHANICAL DRAWINGS. FIRE CAULK ALL WALL

PENETRATIONS AND FILL ALL VOIDS WITH FIRE SAFING BETWEEN TOP OF WALL AND DECKING

AS REQUIRED.

21. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PROVIDE ALL WORK SHOWN IN ANY PART OF THE

DOCUMENTS, I.E. HAND DRYER SHOWN ON ARCHITECTURAL DRAWINGS MUST BE WIRED BY THE

ELECTRICIAN WHETHER IT IS OR IS NOT SHOWN ON THE ELECTRICAL DRAWINGS.

22. THE GENERAL CONTRACTOR SHALL PROVIDE A MIN. 2 YEAR (U.N.O.) WARRANTY ON ALL MATERIAL, EQUIPMENT AND WORK PERFORMED.

23. THE GENERAL CONTRACTOR SHALL SUBMIT SEALED ENGINEERED FIRE SUPPRESION SYSTEM DESIGN DRAWINGS AND SPECIFICATIONS AS A DELAYED SUBMITTAL TO AUTHORITIES HAVING JURISDICTION COMPLIANT WITH ALL APPLICABLE CODES AND REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO

MICHIGAN BUILDING CODE AND NFPA REQUIREMENTS.

GENERAL NOTES

NOTE: NOT ALL ABBREVIATIONS USED.

ABBREVIATIONS INCLUDE BUT NOT LIMITED TO THIS LIST.

ABBREVIATIONS

SYMBOL KEY

A.F.F

ACCOM

ACCORD

A.C.P.

ACOUS

AD

ALT

ALUM.

ARCH

BRG

B PL

BIT

BLK

BRD

BOTT

BRKT

BLDG

CAB

CLG.

CL

CIRC

CLO

COL

COMP

CONC.

CMU

CONF.

CONST

CONT

COORD

CR

CRS

DEMO

DIA

DIM

DIV

DR

DN

DS

ELEC.

EWC

EC

ELEV.

ENG

EQ

EX

EXP

EJ

EXT

EF

FWC

F.V.

F.R.P.

FIN

FF

FE

FEC

FLR

FD

FTG

GA

GALV

GC

GWB

GWB-X

HVAC

HT.

H.M.

HOR

ID

INS

JT

JST

KSF

LAM.

LIN FT

LLV

LAV

LH

ABOVE FINISH FLOOR

ACCOMMODATE

ACCORDANCE

ACOUSTICAL PANEL

ACOUSTICAL

ACCESS DOOR

ALTERNATE

ALUMINUM

ARCHITECT

AT

BEARING

BEARING PLATE

BITUMINOUS

BLOCK

BOARD

BOTTOM

BRACKET

BUILDINGS

CABINET

CEILING

CENTER LINE

CIRCULATION

CLOSET

COLUMN

COMPUTER

CONCRETE

CONCRETE MASONRY UNIT

CONFERENCE

CONSTRUCTION

CONTINUOUS

COORDINATE

COAT RACK

COURSES

DEMOLISH, DEMOLITION

DIAMETER

DIMENSION

DIVISION

DOOR

DOWN

DOWN SPOUT

ELECTRICAL

ELECTRICAL WATER COOLER

ELECTRICAL CONTRACTOR

ELEVATION, ELEVATOR

ENGINEER

EQUAL

EXISTING

EXPANSION, EXPOSED

EXPANSION JOINT

EXTERIOR

EXHAUST FAN

FABRIC WALL COVERING

FIELD VERIFY

FIBERGLASS REINFORCED PANEL

FINISH

FINISHED FLOOR

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FLOOR

FLOOR DRAIN

FOOTING

GAGE, GAUGE

GALVANIZED

GENERAL CONTRACTOR

GYPSUM DRYWALL (WALLBOARD)

GWB TYPE-X (FIRE RESISTIVE

CLASSIFICATION)

HEATING, VENTILATION, AND AIR

CONDITIONING

HEIGHT

HOLLOW METAL STEEL

HORIZONTAL

INSIDE DIAMETER

INCHES

JOINT

JOIST

KIPS PER SQUARE FOOT

LAMINATE

LINEAR FOOT

LONG LEG VERTICAL

LAVATORY

LEFT HAND

LHR

MFR

MAX

MECH.

MC

M.P.E.

MET

MIN

MISC.

N/A

NIC

NTS

NRC

NO OR #

OC

OPP.

OD

OH

PLAS.

PL

PLYWD

PO

PSI

PSF

PVC

RWC

RECPT

REC

REF.

REINF

RE-BAR

REP

REQ

RF

RFM

RH

RHR

ROW

RD

RM

RO

SCHED.

SIM.

SPEC

SPKLR

SS

STD

STL

STL JST

STL STD

STOR

STRUCT.

STR STL

SUSP.

SYS

TEL

TEMP.

T T & G

TOC

TOF

TOS

TOW

TOM

TYP.

UNO

UR

VB

VIF

VERT

VCT

VWB

VWC

WAIT

WC

WT

WWF

W/ W/O

WD.

LEFT HAND REVERSE

MANUFACTURER

MAXIMUM

MECHANICAL

MECHANICAL CONTRACT (OR)

MECHANICAL, PLUMBING, ELECTRICAL

METAL

MINIMUM

MISCELLANEOUS

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

NOISE REDUCTION COEFFICIENT

NUMBER

ON CENTER

OPPOSITE

OUTSIDE DIAMETER

OVERHEAD

PLASTIC

PLATE

PLYWOOD

POLYETHYLENE

POUNDS PER SQ. INCH

POUNDS PER SQ. FOOT

POLYVINYL CHLORIDE

RAIN WATER CONDUCTOR

RECEPTION

RECESSED

REFLECTED

REINFORCING

REINFORCING BARS

REPRESENTATIVE

REQUIRED

ROOF FAN

RECESSED FLOOR MAT

RIGHT HAND

RIGHT HAND REVERSE

RIGHT OF WAY

ROOF DRAIN

ROOM

ROUGH OPENING

SCHEDULE

SIMILAR

SPECIFICATION

SPRINKLER

STAINLESS STEEL

STANDARD

STEEL

STEEL JOIST

STEEL STUD

STORAGE

STRUCTURE

STRUCTURAL STEEL

SUSPENDED

SYSTEM

TELEPHONE

TEMPERED

TEMPERED GLAZED

TONGUE AND GROOVE

TOP OF CURB

TOP OF FOOTER

TOP OF STEEL

TOP OF WALL

TOP OF MASONRY

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

VAPOR BARRIER

VERIFY IN FIELD

VERTICAL

VINYL COMPOSITE TILE

VINYL WALL BASE

VINYL WALL COVERING

WAITING

WATER CLOSET

WEIGHT

WELDED WIRE FABRIC

WITH

WITH OUT

WOOD

FOOT, FEET

INCH, INCHES

POUNDS

2015 MICHIGAN BUILDING CODE

3/32" = 1'-0"A011

1 LIFE SAFETY FLOOR PLAN

ALL ITEMS REFERENCE 2015 MICHIGAN BUILDING CODE UNLESS NOTED OTHERWISE

USE GROUP (SECTION 302)

'R-2' RESIDENTIAL

'S-1' STORAGE-MODERATE HAZARD

TYPE OF CONSTRUCTION (SECTION 601)

TYPE 2 - B, NON-SPRINKLERED

BUILDING AREA (503)

ALLOWABLE AREA (TABLE 506.2)

'R-2' RESIDENTIAL 16,000 S.F.

'S-1' STORAGE 17,500 S.F.

PROPOSED AREA:

1ST FLOOR:

'R-2' RESIDENTIAL 2,921 S.F.

'S-1' STORAGE 5,961 S.F.

MEZZANINE:

'S-1' STORAGE 1,258 S.F.

10,140 S.F. TOTAL

MIXED OCCUPANCIES (SECTION 508)

SEPARATED USES

REQUIRED SEPARATION (TABLE 508.3.3) 'R-2' AND 'S-1' = 2HR FIRE BARRIER

REQUIRED SHAFT ENCLOSURE (SECTION 707.4) MIN. RATING EQUAL TO HOUR. SEPARATION = 2HR

BUILDING HEIGHT (SECTION 503)

ALLOWABLE HEIGHT (TABLE 504.3 AND 504.4)

'R-2' RESIDENTIAL 75', 5 STORY

'S-1' STORAGE 55', 3 STORY

PROPOSED BUILDING HEIGHT

'R-2' RESIDENTIAL 1 STORY (27' ETR)

'S-1' STORAGE 1 STORY (27' ETR)

OCCUPANT LOAD (TABLE 1004.1.2)

'R-2' RESIDENTIAL 200 GROSS 2,921 S.F./200 = 15

'S-1' STORAGE 200 GROSS 7,219 S.F./200 = 36

TOTAL BUILDING LOAD 51

PROPOSED LOAD MAX. 8 (PROPOSED)

REQUIRED PLUMBING FIXTURES (MICHIGAN PLUMBING CODE TABLE 403.1)

WATERCLOSETS:

'R-2' RESIDENTIAL 1 PER 10 = 1 MEN

1 PER 10 = 1 WOMEN

'S-1' STORAGE 1 PER 100 = 1 MEN

1 PER 100 = 1 WOMEN

MEN TOTAL REQUIRED = 2 1 W.C., & 2 URINAL PROVIDED (MPC 419.2)

WOMEN TOTAL REQUIRED = 2 2 W.C. PROVIDED

LAVATORIES:

'R-2' RESIDENTIAL 1 PER 10 = 1 MEN

1 PER 10 = 1 WOMEN

'S-1' STORAGE 1 PER 100 = 1 MEN

1 PER 100 = 1 WOMEN

MEN TOTAL REQUIRED = 2 2 LAV. PROVIDED

WOMEN TOTAL REQUIRED= 2 2 LAV. PROVIDED

NUMBER OF EXITS (TABLE 1006.3.1)

REQUIRED: < 500 OCCUPANTS = 2 EXITS PER STORY, 4 PROVIDED

FIRE RESISTANCE RATING REQUIRE'MTS FOR BUILDING ELEMENTS (TABLE 601)

STRUCTURAL FRAME - 0

BEARING WALLS

EXTERIOR - 2

INTERIOR - 0

NONBEARING WALLS (EXTERIOR/INTERIOR) - 0

FLOOR CONSTRUCTION - 0

ROOF CONSTRUCTION - 0

DEAD-END CORRIDORS (SECTION 1020.4) - NONE, MAXIMUM LENGTH (20'-0")

EXIT WIDTH (TABLE 1020.2)

MINIMUM 36", 60" PROVIDED

EXIT TRAVEL DISTANCE (TABLE 1017.2)

MAXIMUM 250', 131' PROVIDED

OTHER APPLICABLE CODES & STANDARDS INCLUDE:

2015 MICHIGAN MECHANICAL CODE

2015 MICHIGAN PLUMBING CODE

2017 NATIONAL ELECTRIC CODE

ASHRAE 90.1 2013

UL ASSEMBLIES

UL J901

UL U905

UL U938

3/32" = 1'-0"A011

2 LIFE SAFETY MEZZANINE PLAN

DATE SUBMITTALS/REVISIONS

2/27/2025 PROPOSAL ISSUE

3/21/2025 ADDENDUM 1

3/32" = 1'-0"A011

LIFE SAFETY SECTION3

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

AS NOTED

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES

(IN CONFLICT WITH THE CONSTRUCTION OF THESE

PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE

FIELD. DURING THE CONSTRUCTION, THE CONTRACTOR

SHALL PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. (ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234

Fax 586 726 8780

51301 Schoenherr Road

Shelby Township

Michigan 48315 www.aewinc.com

3/21/2025 11:56:48 AM

M:\0249\0249-0272\Dwg\Arch\Macomb Fire Station 2- ARD.rvt

A031

0249-0272

FIRE STATION NO. 2

RENOVATION

ARD

SPECIFICATIONS

JRA FEBRUARY 2025

MACOMB TOWNSHIP

GENERAL TRADES SPECIFICATIONS

DATE SUBMITTALS/REVISIONS

2/27/2025 PROPOSAL ISSUE

3/21/2025 ADDENDUM 1

DIVISION 1- GENERAL REQUIREMENTS

1. ALL WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES AS THEY APPLY.

2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES AND INSPECTIONS.

3. CONTRACTOR IS REQUIRED TO CARRY WORKERS, LIABILITY AND BUILDERS RISK INSURANCE POLICIES.

4. CONTRACTOR SHALL PROVIDE A MINIMUM 2 YEAR WARRANTY ON ALL MATERIAL, EQUIPMENT AND WORK PERFORMED.

DIVISION 3- CONCRETE

1. SEE NOTES/ SPECIFICATIONS ON STRUCTURAL DRAWINGS.

DIVISION 4- MASONRY

1. SEE ADDITIONAL NOTES/ SPECIFICATIONS ON STRUCTURAL DRAWINGS.

2. REQUIRED SHOP DRAWING SUBMITTALS-

A. MASONRY ACCESSORIES- SUBMIT PRODUCT CUT-SHEETS FOR THE FOLLOWING ITEMS BEING PROVIDED: HEAD JOINT WEEPS, TWO-PIECE FLASHING, HORIZONTAL REINFORCING/ VENEER ANCHORS, CAVITY DRAIN MATERIAL.

B. BRICK- SUBMIT SAMPLE FOR SELECTED BRICK (TO MATCH EXISTING).

C. CAST STONE WALL CAP- SUBMIT DETAIL DRAWING SHOWING PROFILE.

1. BRICK- TYPE FBS OR FBX, GRADE SW OR SX, COMMON SIZE (NOM. 3-5/8” X 2-1/4” X 7-5/8”), BRICKWORKS RED COLONIAL

MODULAR

2. C.M.U.- NORMAL WEIGHT AGGREGATES PER ASTM C33, PROVIDE BULLLNOSE CORNERS AT ALL INTERIOR EXPOSED

CORNERS. PROVIDE STANDARD UNITS AS INDICATED ON DRAWINGS.

3. THRU-WALL FLASHING- TWO-PIECE FLASHING CONSISTING OF FLEXIBLE FLASHING AND CONTINUOUS METAL DRIP EDGE. SECURE TOP OF FLASHING TO BACK-UP WALL WITH SEALANT AND TERMINATION BAR. INSTALL FLASHING AS DETAILED ON DRAWINGS, INCLUDING BUT NOT LIMIITED TO ALL STEEL/ JOIST BEARING LOCATIONS, WINDOW/ DOOR

HEADS & SILLS, LINTELS AND BASE-OF-EXTERIOR WALL.

A. FLEXIBLE FLASHING- SELF-ADHESIVE, RUBBERIZED ASPHALT/ POLYETHYLENE THROUGH WALL FLASHING FOR CAVITY APLICATIONS. APPROVED MANUFACTURER/ MODEL: PERM-A-BARRIER WALL FLASHING BY GCP APPLIED

TECHNOLOGIES, OR APPROVED EQUAL.

B. METAL DRIP EDGE FLASHING- STAINLESS STEEL, MIN. 1-1/2 IN. DEPTH WITH A CLOSED HEM LIP, INCLUDE PREFABRICATED INSIDE AND OUTSIDE CORNERS. APPROVED MANUFACTURER/ MODEL: HOHMANN & BARNARD DP

AND DP CORNERS, OR APPROVED EQUAL.

C. TERMINATION BAR- STAINLESS STEEL, APPROVED MANUFACTURER/ MODEL: HOHMANN & BARNARD T-1, OR

APPROVED EQUAL.

6. OPEN HEAD JOINT WEEPS- PROVIDE AT MAX. 32” O.C., INSTALL CLEAR 3/8” X 3-1/2” X 3-3/8” ‘CELL VENT’ BY MASONPRO, INC. OR APPROVED EQUAL.

7. HORIZONTAL REINFORCING/ VENEER ANCHORS- COMBINATION LADDER OR TRUSS TYPE WITH EYE WIRES AND HOOKS FOR VENEER ANCHORS, GALVANIZED STEEL WIRE, 9 GA. (.1875 IN.), MAX SPACING 16”. APPROVED MANUFACTURER/ MODEL:

HOHMANN & BARNARD ‘170-2X TRUSS EYE-WIRE REINFORCEMENT’ OR APPROVED EQUAL

8. CAVITY DRAIN MATERIAL- OPEN POLYETHYLENE MESH, THICKNESS AS REQ’D. TO FILL CAVITY SPACE AND SHAPED TO ENSURE MOISTURE DRAINAGE TO WEEPS. APPROVED MANUFACTURER/ MODEL: MORTAR NET WITH INSECT BARRIER BY

MMORTAR NET SOLUTIONS OR APPROVED EQUAL

9. DO NOT PERMIT MORTAR TO DROP OR ACCUMULATE INTO CAVITY AIR SPACE OR TO PLUG WEEPS.

10. CONTROL JOINTS- INSTALL AT THE FOLLOWING MAX. SPACING, UNLESS OTHERWISE INDICATED ON DRAWINGS: EXT.

WALLS- 20 FT. O.C. AND WITHIN 24” ON ONE SIDE OF EA. INTERIOR AND EXTERIOR CORNER. DO NOT CONTINUE HORIZ.

JOINT REINFORCING THROUGH CONTROL JOINTS.

11. CAST STONE WALL CAP- FABRICATE AND INSTALL TO MINIMIZE JOINTS, SIZE AND PROFILE AS SHOWN ON DRAWINGS.

PROVIDE CONTINUOUS DRIP CHANNEL BOTH SIDES AND INSTALL OVER FABRIC FLASHING WITH INTEGRAL CONTINUOUS STAINLESS STEEL DRIP EDGES, TYPICAL. FINE-GRAIN TEXTURED FINISH SIMULATING NATURAL CUT STONE, COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER’S STANDARD COLORS. PERFORM WORK ACCORDING TO ACI 530/ 530.1 AND CAST STONE INSTITUTE MANUAL, INCLUDING COLD WEATHER REQUIREMENTS. APPROVED MANUFACTURER/ MODEL:

AS MANUFACTURED BY ROYAL STONE INC. (WILLIAMSTON, MI) OR APPROVED EQUAL.

DIVISION 5- METALS

1. SEE NOTES/ SPECIFICATIONS ON STRUCTURAL DRAWINGS.

2. LIGHT-GAUGE METAL FRAMING- COMPLY WITH THE APPLICABE REQUIREMENTS OF THE MICHIGAN BUILDING CODE AND THE AMERICAN IRON AND STEEL INSTITUTE’S ‘SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS’, THE CENTER FOR COLD-FORMED STEEL STRUCTURES ‘TECHNICAL BULLETIN VOL. 2 NO. 1, 1996, AND AIAI SPEIFICATION PROVISIONS FOR SCREW CONNECTIONS. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

A. COLD-FORMED METAL FRAMING SHALL BE OF THE SIZE, GAUGE AND SECTION PROPERTIES AS REQUIRED FOR THE SPECIFIC LOADING CONDITION AND CONFORM TO ASTM A653. ALL FRAMING 16 GAUGE AND HEAVIER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. ALL FRAMING 18 GAUGE AND LIGHTER SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. ALL FRAMING SHALL BE HOT-DIPPED GALVANIZED (G-60) IN ACCORDANCE WITH ASTM A924.

B. WELDING OF LIGHT-GAUGE METAL FRAMING SHALL NOT BE PERMITTED.

C. ALL LIGHT-GAUGE METAL FRAMING SHALL BE SAW CUT, SQUARE AND TRUE. CUTTING OF FRAMING WITH A TORCH

WILL NOT BE PERMITTED.

D. NO SPLICES WILL BE PERMITTED IN ANY FRAMING UNLESS SHOWN OR NOTED ON DRAWINGS.

E. CONNECTIONS FOR LIGHT-GAUGE FRAMING SHALL BE AS MANUFACTURED BY THE STEEL NETWORK, INC. OR

APPROVED EQUAL.

3. WIRE MESH PARTITION - MODULAR SYSTEM OF 2” POSTS, 10 GA. WIRE MESH PANELS AND 4’-0” WIDE HINGED DOORS OF POWDER-COATED STEEL, AS SHOWN ON DRAWINGS. 8;-0” HEIGHT, COLOR SELECTED FROM MANUFACTURER’S STANDARD OPTIONS. APPROVED MANUFACTURER/ MODEL: ULINE INC. ‘MODULAR WIRE SECURITY ROOM SYSTEM’, OR

APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION, LAYOUT DRAWING.

4. METAL COUNTER SUPPORT BRACKETS- STEEL BRACKETS, 18” X 18” X 2” WIDE X .25” THICK. CAPACITY 500 LBS. SPACE 2’-6” APART, MAX. APPROVED MANUFACTURER/ MODEL: FEDERAL BRACE ‘CHEVRON COUNTER SUPPORT BRACKET’, OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION

DIVISION 7- THERMAL AND MOISTURE PROTECTION

1. WATERPROOFING MEMBRANE- PLIABLE SHEET-APPLIED POLYETHYLENE WATERPROOFING MEMBRANE FOR USE BEHIND MORTAR BED IN TILED SHOWERS. APPROVED MANUFACTURER/ MODEL: SCHLUTER-KERDI AS MANUFATCURED BY SHLUTER SYSTEMS INC., OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

2. AIR BARRIER- SINGLE-COMPONENT, LIQUID-APPLIED, WATER-BASED, POLYMER-MODIFIED AIR/ VAPOR BARRIER WITH NO VOC CONTENT, CURED FILM THICKNESS 45 MIL. APPROVED MANUFACTURER/ MODEL: W.R. MEADOWS ‘AIR SHIELD

LM’ OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

3. INSULATION-

A. WALL CAVITY INSULATION- CLOSED-CELL, MOISTURE RESISTANT EXTRUDED POLYSTYRENE WITH ECO-FRIENDLY

BLOWING AGENT FORMULATION. COMPLY WITH ASTM C578 TYPE IV. APPROVED MANUFACTURER/ MODEL: OWENS CORNING ’FOAMULAR NGX-250’ OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

B. BATT INSULATION- UNFACED MINERAL FIBER BLANKET/ BATT INSULATION, THERMAL RESISTANCE AS SHOWN ON

DRAWINGS.

1. SHINGLE ROOFING- THREE-DIMENSIONAL FIBERGLASS LAMINATED STRIP SHINGLES, MINERAL SURFACED, SELF- SEALING MULTI-PLY OVERLAY CONSTRUCTION COMPLYING WITH ASTM D 3018, TYPE 1 AND D3462. INSTALL OVER MANUFACTURER-APPROVED UNDERLAYNENT. COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER’S FULL COLOR RANGE. APPROVED MANUFACTURER/ MODEL: GAF CORP. ‘TIMBERLINE ULTRA HD’, CERTAINTEED ‘LANDMARK DESIGNER SHINGLES’ OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION, MANUFACTURERS

STANDARD FINISH OPTIONS.

2. VENTED METAL SOFFIT PANELS- PRE-FORMED ALUMINUM VENTED SOFFIT PANEL SYSTEM, ROLL-FORMED FROM 70% PVDF PRE-FINISHED .032” ALUMINUM. 12” WIDTH WITH CENTER V-GROOVE, HALF VENT (6% OPEN AIR). INCLUDE COLOR- MATCHED J-CHANNEL TRIM. COLOR SELECTED BY ARCHITECT FROM MANUFACTURER’S STANDARD COLORS.

APPROVED MANUFACTURER/ MODEL: PAC-CLAD/ PETERSON ‘PAC-CLAD 750 SOFFIT PANEL SYSTEM, OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION, MANUFACTURERS STANDARD FINISH OPTIONS.

3. VINYL SIDING – DOUBLE 5” CLAPBOARD STYLE SIDING PRODUCED FROM PVC RESIN, COMPLY WITH ASTM D3679 FOR PVC SIDNG. MINIMUM .042” WALL THICKNESS AND 9/16” PANEL PROJECTION. COLOR SELECTED BY ARCHITECT FROM MANUFACTURER’S STANDARD COLORS. APPROVED MANUFACTURER/ MODEL: CERTAINTEED ‘MAINSTREET VINYL SIDING’, OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION, MANUFACTURERS STANDARD FINISH

OPTIONS.

4. METAL GUTTERS AND DOWNSPOUTS- - PRE-FORMED ALUMINUM K-STYLE GUTTERS AND RECTANGULAR DOWNSPOUTS ROLL-FORMED FROM KYNAR 500 PRE-FINISHED .032” ALUMINUM. GUTTER SIZE 6” X 6” NOMINAL, DOWNSPOUT SIZE 4” X 5”. INCLUDE INTEGRATED GUTTER STRAPS. COLOR SELECTED BY ARCHITECT FROM MANUFACTURER’S STANDARD COLORS. PROVIDE APPROVED MANUFACTURER/ MODEL: PAC-CLAD/ PETERSON ‘PAC-TITE LT GUTTER AND DOWNSPOUT SYSTEM’, OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION, MANUFACTURERS

STANDARD FINISH OPTIONS.

DIVISION 8- OPENINGS

1. EXTERIOR ALUMINUM STOREFRONT SYSTEM- EXTERIOR ALUMINUM STOREFRONT SYSTEM WITH THERMAL BREAK- PROVIDE AND PERFORM WORK ACCORDING TO AAMA SFM-1 AND MCWM-1. ALUMINUM FRAMED, SHOP FABRICATED, FACTORY FINISHED WITH THERMAL BREAK. 4-1/2” DEEP WITH 2” SIGHTLINE. CLEAR FINISH. FURNISH WITH GLAZING INDICATED BELOW. APPROVED MANUFACTURER/ MODEL: KAWNEER 451UT OR APPROVED EQUAL. NO SUBSTITUTIONS.

REQUIRED SUBMITTAL: PRODUCT INFORMATION, LAYOUT DRAWINGS.

2. EXTERIOR ALUMINUM DOORS AND FRAMES- APPROVED MANUFACTURER/ MODEL: KAWNEER ‘560 INSULCLAD THERMAL ENTRANCES’, WIDE STILE, CLEAR FINISH OR APPROVED EQUAL. FURNISH WITH EXTERIOR GLAZING INDICATED BELOW.

COORDINATE INSTALLATION TO ACCOMMODATE ANY DOOR HARDWARE ELECTRIC WIRE CONNECTIONS. REQUIRED

SUBMITTAL: PRODUCT INFORMATION.

3. EXTERIOR ALUMINUM WINDOWS- PROVIDE COMMERCIAL-GRADE 2-1/2 IN. DEPTH THERMALLY BROKEN ALUMINUM WINDOW ASSEMBLIES WITH AAMA 101 PERFORMANCE CLASS RATING. COMBINE FIXED AND PROJECT-OUT AWNING TYPES AS SHOWN ON DRAWINGS. HARDWARE TO BE OCCUPANT-OPERATED AND INCLUDE STAINLESS STEEL 4-BAR FRICTION HINGES (TWO PER VENT), ROTO-OPERATORS AND TWO-POINT KEEPERS. INCLUDE INTEGRATED INSECT SCREENS FOR OPERABLE UNITS. WINDOW AND HARDWARE FINISH TO BE SELECTED FROM MANUFACTURERS STANDARD FINISHES BY THE ARCHITECT. APPROVED MANUFACTURER/ MODEL: WASAU WINDOW SYSTEM ‘2250i INVENT SERIES’ OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION, LAYOUT DRAWINGS, MANUFACTURERS STANDARD FINISH OPTIONS

4. INTERIOR WOOD DOORS- 1-3/4” THICK, SOLID-CORE CONSTRUCTION, 5-PLY, WHITE OAK VENEER, PLAIN SLICED WITH PAIR-MATCHED GRAIN, PRE-FINISHED STAIN FROM MANUFACTURERS STANDARD FINISHES. APPROVED MANUFACUTRERS: ALGOMA HARDWOODS, MARSHFIELD DOOR SYSTEMS, MOHAWK OR APPROVED EQUAL. REQUIRED

SUBMITTAL: PRODUCT INFORMATION, MANUFACTURERS STANDARD FINISH OPTIONS.

5. EXTERIOR HOLLOW METAL DOOR FRAMES- 18 GA. (MIN.) STEEL WITH ZINC COATING AND FACTORY BAKED-ON PRIMER.

CONFORM TO REQUIREMENTS OF ANSI A250.8. FABRICATE TO SUIT MASONRY WALL COURSING (4 IN. HEAD MEMBER) AT MASONRY WALLS, AND WITH HOLES FOR SILENCERS. APPROVED MANUFACTURERS: STEELCRAFT, CURRIES OR APPROVED EQUAL (MUST BE MEMBER OF THE STEEL DOOR INSTITUTE). COORDINATE DOORS WITH FINISH HARDWARE.

SEE SHEET A601 (DOOR SCHEDULE) AND SECTION 08710- FINISH HARDWARE. REQUIRED SUBMITTAL: PRODUCT

INFORMATION.

6. INTERIOR HOLLOW METAL DOORS- LEVEL 1, STANDARD DUTY, NOMINAL 20 GA./ 0.032 IN. FACE SHEETS. FULL FLUSH DESIGN. PROVIDE FACTORY BAKED-ON PRIMER. CONFORM TO REQUIREMENTS OF ANSI A250.8. COORDINATE DOORS WITH FINISH HARDWARE, SEE SHEET A601 (DOOR SCHEDULE) AND SECTION 08710- FINISH HARDWARE. APPROVED MANUFACTURERS: STEELCRAFT, CURRIES OR APPROVED EQUAL (MUST BE MEMBER OF THE STEEL DOOR INSTITUTE).

REQUIRED SUBMITTAL: PRODUCT INFORMATION.

7. GLAZING-

A. INTERIOR GLAZING- 1/4” CLEAR FLOAT GLASS, TEMPERED WHERE REQUIRED BY CODE AND AS INDICATED ON DRAWING. APPROVED MANUFACTURER/ MODEL: GUARDIAN GLASS- ‘CLEAR’. REQUIRED SUBMITTAL: PRODUCT

INFORMATION.

B. EXTERIOR GLAZING, STOREFRONT SYSTEM AND ALUMINUM WINDOWS- CLEAR, LOW-E, 1” SEALED INSULATING TYPE, TEMPERED WHERE REQUIRED BY CODE AND AS INDICATED ON DRAWINGS. APPROVED MANUFACTURER/ MODEL: GUARDIAN GLASS- ‘CLEAR’ GLASS OUTER LITE WITH SUNGUARD SN-54 LOW-E COATING ON THE #2 SURFACE, ARGON GAS FILL AND GUARDIAN ‘CLEAR’ GLASS INNER LITE (OR APPROVED EQUAL). REQUIRED

SUBMITTAL: PRODUCT INFORMATION, PHYSICAL SAMPLE.

8. DOOR HARDWARE- SEE SECTION 08710 ‘FINISH HARDWARE’

DIVISION 9- FINISHES

1. GYPSUM BOARD AND ACCESSORIES- CUT ENDS, BEVELED AND TAPERED EDGES, FINISHED JOINTS. COMPLY WITH ASTM C840. CONTROL JOINTS AS SHOWN ON DRAWINGS. APPROVED MANUFACTURER: USG OR NATIONAL GYPSUM

OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

A. WALLS- 5/8 IN. THICK. USE CEMENTITOUS BACKER BOARD AT TILE LOCATIONS.

B. INTERIOR CEILING- 5/8 IN. THICK.

C. PROVIDE IMPACT RESISTANT TYPE WHERE SHOWN ON DRAWINGS

D. USE 5/8" TYPE "X" AND "C" FIRECODE BOARD WHERE NOTES

2. CEMENTITOUS BACKER BOARD (TILE LOCATIONS)- HIGH-DENSITY CEMENTITOUS, GLASS-FIBER REINFORCED, THICKNESS 5/8 IN., FOR USE AT ALL TILE LOCATIONS. USE COATED GLASS-FIBER TAPE AT JOINTS AND CORNERS, INSTALL PER BACKER BOARD MANUFACTURER INSTRUCTIONS. PAIR WITH SHEET MEMBRANE WATERPROOFING IN SHOWERS. APPROVED MODEL/ MANUFACTURER: DUROCK BRAND CEMENT BOARD BY USG CORP., OR APPROVED

EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

3. ACOUSTIC CEILING PANEL SYSTEM-

A. ACOUSTIC CEILING PANEL- WET-FORMED MINERAL FIBER, 2 FT. x 2 FT. x ¾ IN. PANELS WITH TEGULAR EDGE, COLOR- WHITE. MINIMUM NRC/ CAC VALUE 0.60/ 40. PROVIDE HUMIDITY/ SAG RESISTANCE AND ANTI-MOLD/ MILDEW PROTECTION IN LOCKER ROOMS. APPROVED MANUFACTURER/ MODEL: ARMSTRONG ‘ULTIMA’ TEGULAR WITH ‘HUMIGARD-PLUS’ AND ‘BIOBLOCK’ OPTIONS FOR LOCKER ROOMS. REQUIRED SUBMITTAL: PRODUCT

INFORMATION.

B. METAL GRID- METAL EXPOSED-TEE SYSTEM, INTERMEDIATE-DUTY, 15/16 IN. PROFILE, 1 5/8 IN. HIGH, POWDER COAT FINISH, COLOR- WHITE. APPROVED MANUFACTURER/ MODEL: ARMSTRONG ‘PRELUUDE XL’ ACOUSTICAL

SUSPENSION SYSTEM OR APPROVED EQUAL. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

4. FLOORING-

A. LUXURY VINYL TILE (LVT)- 9” X 48” HEAVY COMMERCIAL LUXURY VINYL TILE WITH FIBERGLASS, 5 MM THICK.

PREPARE SUBSTRATE AND INSTALL PER MANUFACTURER’S RECOMMENDATIONS. APPROVED MANUFACTURER, MODEL, PATTERN AND COLOR AS INDICATED ON DRAWINGS. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

B. CERAMIC TILE- FLOOR, WALL AND BASE TILE. APPROVED MANUFACTURER, SIZE AND COLOR/ PATTERN AS

INDICATED ON DRAWINGS. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

a. GROUT- REQUIRED SUBMITTAL: PRODUCT INFORMATION

• FLOORS- MODIFIED EPOXY EMULSION TYPE. APPROVED MANUFACTURER/ MODEL: ‘CUSTOM

BUILDING PRODUCTS 100% SOLIDS EPOXY GROUT' OR APPROVED EQUAL.

• WALLS- POLYMER-MODIFIED PORTLAND CEMENT GROUT, SANDED. APPROVED MANUFACTURER/

MODEL: ‘CUSTOM BUILDING PRODUCTS POLYBLEND SANDED TILE GROUT’ OR APPROVED EQUAL.

• COLOR- SELECTED BY ARCHITECT FROM MANUFACTURER’S STANDARD COLOR SELECTIONS.

5. RESILIENT WALL BASE- 4 IN. HIGH, VULCANIZED THERMOSET RUBBER, COVE BASE. ADHESIVE AS RECOMMENDED BY MANUFACTURER FOR SPECIFIC SITE CONDITIONS. PREPARE SUBSTRATE AND INSTALL PER MANUFACTURER’S RECOMMENDATIONS. APPROVED MANUFACTURER, MODEL, PATTERN AND COLOR AS INDICATED ON DRAWINGS.

REQUIRED SUBMITTAL: PRODUCT INFORMATION, COLOR SELECTION. APPROVED MANUFACTURER, MODEL, PATTERN AND COLOR AS INDICATED ON DRAWINGS. REQUIRED SUBMITTAL: PRODUCT INFORMATION, LAYOUT DRAWING.

6. EPOXY FLOOR FINISH- PREP FLOOR AND INSTALL PER MANUFACTURER’S GUIDELINES. APPROVED MANUFACTURER, SIZE AND COLOR/ PATTERN AS INDICATED ON DRAWINGS. REQUIRED SUBMITTAL: PRODUCT INFORMATION.

7. PAINTING- PAINT FINISHES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER’S SPECIFICATIONS.

APPROVED MANUFACTURER’S: BENJAMIN MOORE, SHERWIN/ WILLIAMS, GLIDDEN, PITTSBURGH PAINTS, PRATT & LAMBERT. COLOR AS INDICATED ON DRAWINGS. REQUIRED SUBMITTAL: PRODUCT INFORMATION, PAINT DRAW-DOWNS.

DIVISION 10- SPECIALTIES

1. GLASS SHOWER DOOR- FRAMELESS SWING-TYPE DESIGN OF 3/8” TEMPERED GLASS WITH A TRANSLUCENT TREATMENT FOR PRIVACY. HEIGHT AS SHOWN ON DRAWINGS, WIDTH TO BE FULL WIDTH OF SHOWER OPENING.

GLASS TO BE TREATED WITH A HYDROPHOBIC COATING FOR WATER AND STAIN RESISTANCE. INCLUDE SQUARE LOW- PROFILE HINGES AND 6 INCH C-TYPE PULLS WITH BRUSHED SATIN CHROME FINISH. REQUIRED SUBMITTAL: PRODUCT

INFORMATION, PHYSICAL GLASS SAMPLE WITH PRIVACY FINISH

2. TOILET ROOM ACCESSORIES- REQUIRED SUBMITTAL: PRODUCT INFORMATION.

A. TOILET PAPER DISPENSER- COMMERCIAL TOILET PAPER DISPENSER, SURFACE-MOUNTED, ALUMINUM WITH

SATIN FINISH. APPROVED MANUFACTURER/ MODEL: BOBRICK B-2740 OR APPROVED EQUAL.

B. PAPER TOWEL DISPENSER AND WASTE RECEPTACLE - RECESSED, SATIN FINISH STAINLESS STEEL, WITH WELDED CONSTRUCTION. REMOVABLE WASTE CONTAINER, CAPACITY 12 GAL. APPROVED MANUFACTURER/

MODEL: BOBRICK B-3944 OR APPROVED EQUAL.

C. SANITARY NAPKIN DISPOSAL- SATIN-FINISH STAINLESS STEEL CABINET WITH ONE-PIECE DRAWN COVER SECURED TO CABINET WITH FULL-LENGTH STAINLESS STEEL PIANO HINGE. CAPACITY 1.0 GALLON.

APPROVED MANUFACTURER/ MODEL: BOBRICK B-270 OR APPROVED EQUAL.

D. ANGLE FRAME MIRROR- ONE-PIECE, TYPE 304 STAILESS STEEL FRAME WITH INTEGRAL STIFFENERS AND BEVELED FRONT TO HOLD FRAME TIGHT AGAINST THE MIRROR, GALVANIZED STEEL BACK TO HAVE INTEGRAL HANGING BRACKETS FOR MOUNTING ON CONCEALED WALL HANGERS. GLASS TO BE TEMPERED. SIZE 24 IN.

X 36 IN. APPROVED MANUFACTURER/ MODEL: BOBRICK B-290-2436 OR APPROVED EQUAL.

E. TOWEL HOOK- SURFACE-MOUNT, STAINLESS STEEL DOUBLE HOOOK WITH SATIN FINISH. APPROVED

MANUFACTURER/ MODEL: BOBRICK B-6727 OR APPROVED EQUAL.

3. WALL PROTECTION

A. 5" CRASH RAILS WITH CONTINUOUS ALUINUM RETAINER OR ALUMINUM CLIPS. APPROVED MANUFACTURER/

MODEL: ACROVYN SCT-50 COLOR SELECTION FROM FULL RANGE OF STANDARD COLORS REQUIRED

SUBMITTAL: PRODUCT INFORMATION AND PHYSICAL COLOR CHIPS

DIVISION 12- FURNISHINGS

1. PLASTIC LAMINATE CASEWORK (PLAM-1)- HIGH-PRESSURE DECORATIVE LAMINATE ADHERED FULLY TO INDUSTRIAL GRADE AVERAGE 45-LB., MEDIUM-DENSITY PARTICLEBOARD (ANSI A208.1 GRADE M2 or BETTER) WITH ADHESIVE RECOMMENDED BY THE LAMINATE MANUFACTURER TO SUIT APPLICATION. ASSEMBLE WITH CONCEALED CONNECTORS. INCLUDE LAMINATE AT ALL EXPOSED SURFACES. APPROVED MANUFACTURER/ MODEL: TMI SYSTEMS CORPORATION OR APPROVED EQUAL. PROVIDE CASEWORK CONFIGURATIONS AND PLASTIC LAMINATE FINISH AS INDICATED ON DRAWINGS. REQUIRED SUBMITTAL: PRODUCT INFORMATION, LAYOUT PLAN, COLOR SAMPLES.

2. SOLID SURFACE COUNTERTOP AND WINDOW SILL- CORIAN SOLID SURFACE, NOMINAL 1.25 IN. THICK. APPROVED MANUFACTURER, COLOR/ PATTERN AND EDGE DETAIL AS INDICATED ON DRAWINGS REQUIRED SUBMITTAL: LAYOUT

DRAWING, PRODUCT INFORMATION, AND PHYSICAL SAMPLE.

3. METAL TOILET COMPARTMENTS AND URINAL SCREENS- GALVANIZED, POWDER-COATED STEEL PANELS, DOORS AND PILASTERS. FLOOR-MOUNTED, HEADRAIL-BRACED COMPARTMENTS AND SCREENS, COLOR SELECTED FROM MANUFACTURERS STANDARD COLORS BY THE ARCHITECT. TYPICAL DOOR WIDTH TO BE 24 IN., OR AS INDICATED ON DRAWINGS. DOORS AT ACCESSIBLE STALLS TO BE 36 IN. AND OUTSWINGING. URINAL SCREENS WALL-MOUNTED AND CANTILEVERED WITH CONTINUOUS EXTRUDED, CLEAR-ANODIZED ALUMINUM BRACKET ON EACH SIDE, FULL HEIGHT OF SCREEN. PILASTER SHOES TO BE FORMED STAINLESS STEEL, MANUFACTURERS STANDARD HEIGHT TO CONCEAL FLOOR FASTENINGS. HARDWARE TO BE SATIN CHROME-PLATED, NON-FERROUS CAST METAL OR ALUMINUM AND INCLUDE GRAVITY-TYPE ADJUSTABLE PIVOT HINGES (TWO PER DOOR), NYLON BEARINGS, THUMBTURN DOOR LATCH WITH EXTERIOR EMERGENCY ACCESS FEATURE, DOOR STRIKE AND KEEPER WITH RUBBER BUMPER, AND DOOR PULL FOR OUT-SWINGING DOORS. APPROVED MANUFACTURER: HADRIAN, INC. OR APPROVED EQUAL. REQUIRED

SUBMITTAL: PRODUCT INFORMATION, LAYOUT DRAWING, COLOR SAMPLE.

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

SHEET TITLE:

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

AS NOTED

UTILITY INFORMATION, AS SHOWN, INDICATES

APPROXIMATE LOCATIONS AND TYPES OF EXISTING

FACILITIES ONLY, AS DISCLOSED BY RECORDS PROVIDED

TO THIS FIRM FROM THE VARIOUS UTILITY COMPANIES. NO

GUARANTEE IS GIVEN OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF.

PRIOR TO CONSTRUCTION, ALL LOCATIONS AND DEPTHS

OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES

(IN CONFLICT WITH THE CONSTRUCTION OF THESE

PROPOSED IMPROVEMENTS) SHALL BE VERIFIED IN THE

FIELD. DURING THE CONSTRUCTION, THE CONTRACTOR

SHALL PROTECT AND SUPPORT ALL UTILITIES THAT ARE

ENCOUNTERED. (ALL COSTS FOR UTILITY LOCATION

VERIFICATION, SUPPORT AND PROTECTION SHALL BE

INCLUDED IN THE PROPOSED PAY ITEM CONFLICTING WITH

THAT UTILITY).

DURING CONSTRUCTION, THE CONTRACTOR SHALL USE

EXTREME CAUTION WHEN OPERATING NEAR ANY AND ALL

OVERHEAD AND / OR BURIED UTILITIES.

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

Phone 586 726 1234

Fax 586 726 8780

51301 Schoenherr Road

Shelby Township

Michigan 48315 www.aewinc.com

3/21/2025 10:59:45 AM

M:\0249\0249-0272\Dwg\Arch\Macomb Fire Station 2- ARD.rvt

A032

0249-0272

FIRE STATION NO. 2

RENOVATION

ARD

SPECIFICATIONS

JRA FEBRUARY 2025

MACOMB TOWNSHIP

FINISH HARDWARE SPECIFICATIONS

SECTION 08710: FINISH HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. WORK INCLUDED:

1. FURNISH HARDWARE REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED

HEREIN;

2. FURNISH TRIM ATTACHMENTS AND FASTENINGS, SPECIFIED OR OTHERWISE REQUIRED, FOR PROPER AND

COMPLETE INSTALLATION.

3. FURNISH ALL ITEMS OF FINISH HARDWARE SPECIFIED, SCHEDULED, SHOWN OR REQUIRED HEREIN EXCEPT

THOSE ITEMS SPECIFICALLY EXCLUDED FROM THIS SECTION OF THE SPECIFICATION.

B. RELATED WORK:

1. DIVISION 1 – GENERAL REQUIREMENTS

2. DIVISION 6 – ROUGH CARPENTRY

3. DIVISION 6– FINISH CARPENTRY: INSTALLATION OF FINISH HARDWARE

4. DIVISION 8 – STEEL DOORS AND FRAMES

5. DIVISION 8 – WOOD DOORS

6. DIVISION 8 – SPECIAL DOORS

7. DIVISION 8 – ALL GLASS ENTRANCES AND STOREFRONTS

8. DIVISION 8 – ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

9. DIVISION 11 – DETENTION EQUIPMENT

10. DIVISION 16 – SMOKE DETECTION SYSTEMS

11. DIVISION 16 – SECURITY ACCESS SYSTEMS

C. SPECIFIC OMISSIONS: HARDWARE FOR THE FOLLOWING IS SPECIFIED OR INDICATED ELSEWHERE, UNLESS SPECIFICALLY LISTED IN THE HARDWARE SETS:

1. CABINET HARDWARE.

2. SIGNS, EXCEPT AS NOTED.

3. FOLDING PARTITIONS, EXCEPT CYLINDERS WHERE DETAILED.

4. SLIDING ALUMINUM DOORS

5. CHAIN LINK AND WIRE MESH DOORS AND GATES

6. ACCESS DOORS AND PANELS

7. OVERHEAD AND COILING DOORS

1.2 REFERENCES

A. NATIONAL FIRE PROTECTION ASSOCIATIONS (NFPA):

1. NFPA 101-2015, "LIFE SAFETY CODE"

2. NFPA 80-2013, "INSTALLATION OF FIRE DOORS AND WINDOWS"

B. MICHIGAN BUILDING CODE -2015

C. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI):

1. ANSI A 156 STANDARDS SERIES.

2. ICC/ANSI A117.1-2015 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

1.3 DEFINITIONS

A. "FINISH HARDWARE": ITEMS REQUIRED FOR SWINGING, SLIDING AND FOLDING DOORS, EXCEPT SPECIAL TYPES OF UNIQUE AND NON-MATCHING HARDWARE SPECIFIED UNDER DOOR AND FRAME SECTIONS OF THESE SPECIFICATIONS.

1.4 SYSTEM DESCRIPTION

A. DESIGN REQUIREMENTS:

1. REVIEW OF HARDWARE REQUIREMENTS:

A. THOROUGHLY REVIEW FINISH HARDWARE SCHEDULE, COMPARING IT WITH THE FLOOR PLAN, DOOR SCHEDULE, AND DOOR DETAILS TO VERIFY HARDWARE REQUIREMENTS, QUANTITIES, DOOR SWINGS, FINISHES, AND SIZES.

B. IF AN INCONSISTENCY OR ERROR IN THE PROPOSED CONSTRUCTION DOCUMENTS IS SUSPECTED, THE HARDWARE SUPPLIER IS TO BRING IT IMMEDIATELY TO THE ATTENTION OF THE ARCHITECT. IF THE QUANTITY

OF ITEMS IS QUESTIONED, FOR BIDDING PURPOSES, ASSUME THE HIGHER QUANTITY IS REQUIRED AND PRICE

ACCORDINGLY.

C. ARCHITECT’S REVIEW OF SUBMITTALS IS FOR DESIGN CONCEPT ONLY, AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO FURNISH SUFFICIENT MATERIAL AND FUNCTIONS REQUIRED FOR A

COMPLETE AND CODE-WORTHY INSTALLATION. DETERMINATION OF ALL QUANTITIES IS THE RESPONSIBILITY

OF THE CONTRACTOR.

B. PERFORMANCE REQUIREMENTS:

1. FURNISH FINISH HARDWARE COMPLYING WITH THE REQUIREMENTS OF LAWS, CODES, ORDINANCES AND GUIDELINES

OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION:

A. NFPA 101, “LIFE SAFETY CODE”, 2015 EDITION

B. NFPA 80, “INSTALLATION OF FIRE DOORS AND WINDOWS”, 2018 EDITION

C. MICHIGAN BUILDING CODE -2015

D. ICC/ANSI A117.1-2015 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

1.5 SUBMITTALS:

A. HARDWARE SCHEDULE

1. SUBMIT NUMBER OF HARDWARE SCHEDULES AS DIRECTED IN DIVISION 1.

2. FOLLOW GUIDELINES ESTABLISHED IN DOOR & HARDWARE INSTITUTE HANDBOOK (DHI) SEQUENCE AND FORMAT

FOR THE HARDWARE SCHEDULE UNLESS NOTED OTHERWISE.

3. SCHEDULE WILL INCLUDE THE FOLLOWING:

A. DOOR INDEX INCLUDING OPENING NUMBERS AND THE ASSIGNED FINISH HARDWARE SET.

B. PREFACE SHEET LISTING CATEGORY ONLY AND MANUFACTURER'S NAMES OF ITEMS BEING FURNISHED AS

FOLLOWS:

CATEGORY SPECIFIED SCHEDULED

HINGES MANUFACTURER A MANUFACTURER B

LOCK SETS MANUFACTURER X MANUFACTURER X

KICK PLATES OPEN MANUFACTURER Z

C. HARDWARE LOCATIONS: REFER TO DHI ARTICLE 3.1 B.2 LOCATIONS.

D. OPENING DESCRIPTION: SINGLE OR PAIR, NUMBER, ROOM LOCATIONS, HAND, ACTIVE LEAF, DEGREE OF

SWING, SIZE, DOOR MATERIAL, FRAME MATERIAL, AND UL LISTING.

E. HARDWARE DESCRIPTION: QUANTITY, CATEGORY, PRODUCT NUMBER, FASTENERS, AND FINISH.

F. HEADINGS THAT REFER TO THE SPECIFIED HARDWARE SET NUMBERS.

G. SCHEDULING SEQUENCE SHOWN IN HARDWARE SETS.

H. PRODUCT DATA OF EACH HARDWARE ITEM, AND SHOP DRAWINGS WHERE REQUIRED, FOR SPECIAL

CONDITIONS AND SPECIALTY HARDWARE.

I. ELECTRIFIED HARDWARE SYSTEM OPERATION DESCRIPTION.

J. "VERTICAL" SCHEDULING FORMAT ONLY. "HORIZONTAL" SCHEDULES WILL BE RETURNED "NOT APPROVED."

K. TYPED COPY.

L. DOUBLE-SPACING.

M. 8 1/2 X 11 INCH SHEETS

N. U.S. STANDARD FINISH SYMBOLS OR BHMA FINISH SYMBOLS.

B. PRODUCT DATA:

1. SUBMIT, IN BOOKLET FORM MANUFACTURERS CATALOG CUT SHEETS OF SCHEDULED HARDWARE.

2. SUBMIT PRODUCT DATA WITH HARDWARE SCHEDULE.

C. SAMPLES:

1. PRIOR TO SUBMITTAL OF THE FINAL HARDWARE SCHEDULE AND PRIOR TO FINAL ORDERING OF FINISH

HARDWARE, SUBMIT ONE SAMPLE, IF REQUIRED, OF EACH TYPE OF EXPOSED HARDWARE UNIT, FINISHED AS

REQUIRED AND TAGGED WITH FULL DESCRIPTION FOR COORDINATION WITH SCHEDULE.

2. SAMPLES WILL BE RETURNED TO THE SUPPLIER. UNITS, WHICH ARE ACCEPTABLE AND REMAIN UNDAMAGED THROUGH SUBMITTAL, REVIEW AND FIELD COMPARISON PROCEDURES, MAY, AFTER FINAL CHECK OF OPERATION, BE USED IN THE WORK, WITHIN LIMITATIONS OF KEYING COORDINATION REQUIREMENTS.

1.6 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 REQUIREMENTS AND THE METHODS NEEDED

FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.

B. SUPPLIER QUALIFICATIONS:

1. A RECOGNIZED ARCHITECTURAL FINISH HARDWARE SUPPLIER WITH ITS’ PARENT COMPANY LOCATED WITHIN 100

MILES OF THE PROJECT SITE.

2. CONTINUOUSLY IN BUSINESS OF FINISH HARDWARE SUPPLY FOR NOT LESS THAN 5 YEARS.

C. PROVIDE THE SERVICE OF A CERTIFIED AHC (ARCHITECTURAL HARDWARE CONSULTANT) TO:

1. BE AVAILABLE FOR CONSULTATION WITH THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER DURING

PROGRESS OF CONSTRUCTION, AND:

A. INSPECT INSTALLATION OF ALL FINISH HARDWARE ITEMS;

B. MAKE ALL MINOR ADJUSTMENTS REQUIRED; AND

C. REPORT TO THE ARCHITECT ON COMPLETENESS OF THE INSTALLATION.

2. THE HARDWARE CONSULTANT MAY BE AN EMPLOYEE OF THE SUPPLIER.

D. INSTALLER QUALIFICATIONS: EMPLOY A COMPETENT HARDWARE INSTALLER WITH AT LEAST FIVE (5) YEARS EXPERIENCE INSTALLING COMMERCIAL GRADE HARDWARE SIMILAR TO THAT PROPOSED FOR THE WORK.

E. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF HARDWARE (LATCH AND LOCK SETS, HINGES, CLOSERS, ETC.) FROM A SINGLE MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH REQUIREMENTS. PRODUCTS LISTED WITHIN THESE DOCUMENTS SHALL BE USED WITHOUT SUBSTITUTION.

1.7 DELIVERY, STORAGE, AND HANDLING

A. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01620.

B. PRODUCT IDENTIFICATION:

1. TAG AND MARK EACH ITEM SEPARATELY IN MANUFACTURERS UNOPENED PACKAGE, IDENTIFYING IT BY PRODUCT

NUMBER AND ARCHITECTURAL OPENING NUMBER, AS LISTED IN THE APPROVED FINISH HARDWARE SCHEDULE.

2. INCLUDE INSTRUCTIONS, TEMPLATES, AND FASTENERS NEEDED FOR INSTALLATION.

C. DELIVER INDIVIDUALLY PACKAGED HARDWARE ITEMS ON A VEHICLE OPERATED BY A DIRECT EMPLOYEE OF THE HARDWARE SUPPLIER. CONTRACTOR SHALL IMMEDIATELY, AND IN THE PRESENCE OF THE HARDWARE SUPPLIER, INVENTORY THE CONTENTS OF THE DELIVERY.

D. HARDWARE SUPPLIER: FURNISH FINISH HARDWARE ITEMS DIRECTLY TO THE FACTORY OR MILL FOR FACTORY-

INSTALLATION, WHERE REQUIRED.

1.8 PROJECT CONDITIONS

A. PROVIDE A SECURE, WELL LIT, DRY STORAGE AREA FOR THE SOLE PURPOSE OF STORING FINISH HARDWARE.

PROHIBIT ACCESS TO ALL JOBSITE PERSONNEL, EXCEPT THOSE EMPLOYED BY THE INSTALLING CONTRACTOR.

1.9 WARRANTY

A. MANUFACTURER’S WARRANTY:

1. STANDARD MANUFACTURER’S WARRANTIES APPLY FOR PRODUCTS LISTED IN PART 2 PRODUCTS.

2. REFER TO DIVISION 1 FOR FURTHER WARRANTY REQUIREMENTS.

B. DURING THE WARRANTY…