Hess Hathaway ADA Restroom Improvements
| Location: | Michigan |
|---|---|
| Posted: | Aug 5, 2026 |
| Due: | Aug 27, 2026 |
| Agency: | Waterford Charter Township |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | 26-07 |
| Publication URL: | To access bid details, please log in. |
| Bid Number: |
26-07
|
| Bid Title: |
Hess Hathaway ADA Restroom Improvements
|
| Category: | Construction & Building Projects |
| Status: | Open |
|
Attachment Preview
Documents For
Waterford Township
BID 26-07
HESS HATHAWAY PARK
ADA RESTROOM IMPROVEMENTS
Charter Township of Waterford
5200 Civic Center Drive
Waterford, MI 48329
www.waterfordmi.gov
August 2026
CHARTER TOWNSHIP OF WATERFORD
Oakland County, Michigan
ADVERTISEMENT FOR
BID 26-07 HESS HATHAWAY PARK ADA RESTROOM IMPROVEMENTS
Sealed BIDs for the project entitled “BID NO. 26-07 HESS HATHAWAY PARK ADA RESTROOM
IMPROVEMENTS” for the Charter Township of Waterford will be received at the Clerk’s Office, 5200 Civic Center
Dr., Waterford, Michigan 48329 on or before, but not later than 2:00 pm, local time on August 27, 2026. All BIDs
received will be publicly opened and read aloud at that time.
All BIDs shall be delivered to the Waterford Township Clerk’s Office in sealed envelopes. The outside of the
envelope containing the BID shall bear the name of the Bidder, their address, license number if applicable, and
the name of the project for which the BID is submitted.
The scope of this contract shall include all professional services necessary to prepare design, engineering, permitting,
bid documents, and insurance by the Bidder for implementation of: BID NO. 26-07 HESS HATHAWAY PARK ADA
RESTROOM IMPROVEMENTS in accordance with these entitled specifications.
BID documents may be obtained through Michigan Intergovernmental Trade Network (MITN) at
www.bidnetdirect.com/mitn or Waterford Township’s website www.waterfordmi.gov on or after August 5, 2026. A
public viewing copy is available at the Waterford Township Clerk’s Office, 5200 Civic Center Dr., Waterford, MI
48329.
A mandatory pre-bid meeting will be held August 17, 2026, 2:00 p.m. at Hess Hathaway, 825 S. Williams Lake
Road, Waterford, Michigan 48327. Failure to attend the pre-bid meeting will relinquish the invitation to bid on the
subject project.
A bidder will be permitted to withdraw their BID unopened after it has been deposited, if such request is received
prior to the time specified for opening BIDs and provided that their identity is made known and the responsible party
signs for the BID. No BID shall be withdrawn after the opening of the BIDs without the consent of the Township for
a minimum of ninety days (90) from the scheduled time for closing BIDs.
The Township reserves the right: to accept any or all alternative BIDs; to award the Contract to other than the lowest
Bidder; to waive any irregularities of informalities, or both; to reject any or all BIDs; and in general, to make the
award of the Contract in any manner deemed by the Township, in its sole discretion, to be in the best interest of the
Township. Conditional BIDs will not be considered.
WATERFORD TOWNSHIP, MICHIGAN
BY ORDER OF:
Gary Allison, Township Clerk
THIS ADVERTISEMENT, AS WELL AS SPECIFICATIONS, MAY ALSO BE ACCESSED ON THE
WATERFORD TOWNSHIP WEBSITE AT WWW.WATERFORDMI.GOV
LIST OF DRAWINGS
SHEET NO.
SHEET TITLE
COVER
COVER SHEET
G-1
ARCHITECTURAL SPECIFICATIONS
G-2
ARCHITECTURAL SPECIFICATIONS,SCHEDULE AND DETAILS
D-1
DEMOLITION PLAN
A-1
PROPOSED PLAN
A-2
PROPOSED CEILING PLAN
A-3
ELEVATIONS AND DETAIL
A-4
INTERIOR ELEVATIONS AND DETAIL
A-5
REFERENCE PHOTOS
A-6
REFERENCE PHOTOS
M-1
MECHANICAL SPECIFICATIONS AND SCHEDULE
M-2
MECHANICAL HVAC PLANS
M-2
MECHANICAL PLUMBING PLANS
E-1
ELECTRICAL SPECIFICATIONS AND SCHEDULE
E-2
ELECTRICAL POWER AND LIGHTING PLANS
BUILDING CODE DATA
APPLICABLE CODES:
2021 MICHIGAN BUILDING CODE (MBC)
2023 NATIONAL ELECTRIC CODE (NEC)
WITH MICHIGAN AMENDMENTS
2021 MICHIGAN MECHANICAL CODE
2021 MICHIGAN PLUMBING CODE
ICC ANSI A117.1 - 2017
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
CONSTRUCTION TYPE (TABLE 601 & 602):
VB (ASSUMED) (EXISTING TO REMAIN)
CLASSIFICATION OF WORK (MRCEB CH 5):
--AFFECTED WORK AREAS (EXISTING RESTROOMS)
ARE CLASSIFIED AS A LEVEL 1
ALTERATION PER SECTION 602.
--AFFECTED WORK AREAS (NEW UNISEX ADA
RESTROOM) CLASSIFIED AS A LEVEL 2
ALTERATION PER SECTION 603.
RESTROOM AREA
AFFECTED FLOOR AREA: 486 G.S.F.
USE GROUP: ASSEMBLY, A-3 COMMUNITY FACILITY
OCCUPANT LOAD (TABLE 1004.1.1):
EXISTING TO REMAIN
LEVEL 1 AFFECTED FLOOR AREA:
LEVEL 2 AFFECTED FLOOR AREA:
OVERALL BLDG. FLOOR AREA:
424 G.S.F.
62 G.S.F.
2,971 G.S.F.
TRAVEL DISTANCE:
DISTANCE TO AN EXIST ACCESS DOES NOT EXCEED
75 FEET FOR AREAS CONSTRUCTED UNDER THIS
WORK.
ACCESSIBILITY:
AFFECTED AREAS ARE REQUIRED TO BE ACCESSIBLE
PER MBC CHAPTER 11.
HESS-HATHAWAY PARK
ADA RESTROOM IMPROVEMENTS
REVISED ISSUED FOR BID/ PERMIT
07/23/2026
PROJECT
AREA
N
LOCATION MAP
NO SCALE
SEAL
HUBBELL, ROTH & CLARK, INC.
JOB NO. 20250121
PREPARED UNDER THE SUPERVISION OF:
REGISTERED PROFESSIONAL ENGINEER
MICHIGAN REGISTRATION NO.
PREPARED BY:
555 HULET DRIVE
BLOOMFIELD HILLS, MI.
P.O. BOX 824
48303 - 0824
PHONE: (248) 454-6300
FAX (1st. Floor): (248) 454-6312
FAX (2nd. Floor): (248) 454-6359
WEB SITE: http: / / www.hrcengr.com
SPECIFICATIONS:
GENERAL REQUIREMENTS:
1. CONTRACTOR SHALL COORDINATE ALL WORK PRIOR TO INSTALLATION OR FABRICATION
OF ANY COMPONENTS. ALL OPENINGS SHALL ALSO BE COORDINATED WITH REFERENCE
DRAWINGS.
2. ALL WORK MUST CONFORM TO ALL STATUTES OF THE MICHIGAN BUILDING CODE (EDITION
IN EFFECT AT THE TIME OF PERMIT), ALL STATE, COUNTY AND LOCAL ORDINANCES,
CURRENT BARRIER FREE REGULATIONS, MIOSHA STRUCTURAL GUIDELINES, ASTM
STANDARD TESTING PROCEDURES, OWNER'S PRACTICES AND GENERALLY ACCEPTED
DESIGN PRACTICES. IF DISCREPANCIES IN DRAWING APPEAR, WORK MUST BE DONE PER
CODE.
3. EXISTING CONDITIONS OF BUILDING SHOWN ON CONSTRUCTION DOCUMENTS ARE
ILLUSTRATIVE OF CONDITIONS VISIBLE TO ARCHITECT AND BASED ON EXISTING
DRAWINGS. ALL EXISTING DIMENSIONS, CONDITIONS, SIZES & LOCATIONS ARE TO BE
FIELD VERIFIED.
4. THE CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION AND SHALL
REMOVE RUBBISH DAILY OR AS DIRECTED BY OWNER. DUST CONTROL MEASURES ARE
TO BE ERECTED BY THE CONTRACTOR TO PROTECT PATRONS AND VEHICLES DURING
DEMOLITION AND CONSTRUCTION ACTIVIES. ALL STAGING AND MATERIALS STORAGE IS
TO BE COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL TAKE PRECAUTIONS
TO ISOLATE CONSTRUCTION ACTIVITIES FROM ADJACENT AREAS THAT ARE TO REMAIN IN
OPERATION DURING CONSTRUCTION - CONFIRM SCHEDULE AND REQUIRED BARRICADES
WITH OWNER PRIOR TO COMMENCEMENT.
5. CONTRACTOR SHALL PROVIDE NEW OPENINGS AND SUPPORTS AS NOTED. FINAL
OPENING DIMENSIONS, CONNECTION SIZES, CLEARANCES, ETC. MUST BE COORDINATED
DURING CONSTRUCTION WITH APPROVED COMPONENTS. SEAL TIGHT ALL OPENINGS
(ROOF, WALL AND CEILING), EQUIPMENT AND/OR PENETRATIONS - FROM AIR AND
MOISTURE. MATCH EXISTING FINISHES. FIRE CAULK AND SEAL ALL NEW RATED
PENETRATIONS.
6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND APPROVED
MANUFACTURERS.
7. ALL INSTALLATIONS TO BE COORDINATED WITH EXISTING CONDITIONS FOR PROPER SIZE,
LOCATION AND PROVISIONS REQUIRED TO INSTALL COMPONENTS.
8. PIPING & CONDUIT HANGERS AND SUPPORT LOCATION ARE NOT SHOWN ON DRAWINGS.
THE CONTRACTOR SHALL PROVIDE THE PIPING AND CONDUIT HANGERS AND SUPPORTS
NECESSARY AS REQUIRED PER CODE.
9. PATCH AND REPAIR EXISTING WALLS, FLOORS, & CEILINGS FOR SEAMLESS, LIKE NEW
APPEARANCE. THIS ALSO APPLIES TO DAMAGES THAT OCCUR AS PART OF THE
CONSTRUCTION PROCESS - RETURN AFFECTED AREAS TO ORIGINAL CONDITIONS.
CAREFULLY CUT HOLES IN CEILINGS AND WALLS TO ACCOMMODATE INSTALLATION OF
PIPING - REPAIR OPENINGS TO SEAMLESS, LIKE NEW APPEARANCE AND PAINT TO MATCH
ADJACENT SURFACES.
10. EXTEND CONDUIT AND PIPING AS REQUIRED TO ACCOMMODATE NEW WORK - PROVIDE
NEW & REPAIR EXISTING AS REQUIRED.
11. PROVIDE ADDITIONAL BLOCKING TO MATCH EXISTING AT WALLS/ CEILINGS TO
ACCOMMODATE NEW INSTALLATIONS. MAINTAIN FIRE RATED ASSEMBLIES AND FIRE
STOPPING PER LOCAL GOVERNING CODES AND ORDINANCES.
12. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRANSITIONS, FITTINGS AND APPURTENANT
CONNECTIONS.
13. CONFIRM ANY COLOR SELECTIONS WITH OWNER.
14. PREVENT GALVANIC ACTION AND OTHER FORMS OF CORROSION BY INSULATING METALS
OR OTHER MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE MATERIALS.
15. SHOP DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO THE OWNER
AND PROJECT ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS FOR ALL
PRODUCTS AND COMPONENTS TO BE USED ON THIS PROJECT. MAINTAIN ONE COPY OF
ALL APPROVED SUBMITTALS AT THE SITE FOR THE OWNER'S REFERENCE.
16. "RECORD" DRAWINGS - THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" PRINTS,
MARKED UP AT THE SITE, CONTAINING ALL "AS-BUILT" INFORMATION. TURN SET OVER TO
OWNER UPON COMPLETION OF THE WORK.
17. INSTALL ALL MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND CODE
REQUIREMENTS.
18. WORKING HOURS AT BUILDINGS ARE BE DETERMINED WITH OWNER AT START OF
PROJECT.
19. FLOORING MATERIAL TRANSITIONS AT ALL LOCATIONS ARE TO COMPLY WITH ADA
REQUIREMENTS. PROVIDE PRE. FIN. METAL SCHLUTER TRANSITION STRIPS AT TILE, BOTH
WALL AND FLOOR.
20. PROVIDE PTD. GALV. STEEL COVER PLATES ON ALL REMAINING WALLS AT OPENINGS
WHERE COMPONENTS HAVE BEEN REMOVED AND NOT REPLACED.
21. ALL REMAINING WALLS ARE TO BE PATCHED SMOOTH PRIOR TO PAINTING FOR A SMOOTH,
UNBLEMISHED APPEARANCE.
DEMOLITION NOTES:
1. ALL DEMO'D COMPONENTS TO BE PROTECTED AND CAREFULLY REMOVED FOR SALVAGE/
REUSE AS NOTED. DEMOLISHED ITEMS THAT ARE NOT TO BE REUSED ARE TO BE
REMOVED FROM PROJECT SITE PROMPTLY AND DISPOSED IN ACCORDANCE WITH OWNER
STANDARDS. PROTECT EXISTING FACILITIES IN A MANNER AS TO NOT ADVERSELY
AFFECT THE EXISTING FACILITIES OPERATIONS.
2. VERIFY ALL POINTS OF EXIST. BEARING AND PROVIDE TEMPORARY SUPPORT/ SHORING
AS REQ'D UNTIL ALL EXISTING BEARING CONDITIONS ARE VERIFIED AND TRANSFERRED
TO PERMANENT SUPPORT. VERIFY CAPACITY OF EXIST. LOAD CARRYING MEMBERS.
3. PROTECT EXISTING FACILITIES IN A MANNER AS TO NOT ADVERSELY AFFECT THE
EXISTING FACILITIES OPERATIONS AND SURROUNDING NEIGHBORS.
4. THE BUILDING DESIGN ENGINEER/ ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE
DESIGN OR PROPER INSTALLATION OF TEMPORARY BUILDING BRACING OR SHORING
REQUIRED TO REMOVE THE DESIGNATED PORTION OF THE PROJECT.
5. CONTRACTOR IS TO ASSUME THAT THE EXISTING PAINT AT SURFACES IN AFFECTED
AREAS IS LEAD-CONTAINING, AND IS TO BE HANDLED IN ACCORDANCE WITH ALL STATE
AND FEDERAL GUIDELINES.
6. PROVIDE INFILL CONCRETE SLAB TO MATCH AND ALIGN WITH EXISTING WHERE SAWCUT
FOR NEW UTILITIES - EXISTING BASE TO BE RECOMPACTED PRIOR TO PLACEMENT TO
ENSURE SETTLEMENT WILL NOT OCCUR.
7. DURING SELECTIVE REMOVAL OF MASONRY UNITS, DOOR FRAMES, ETC., DO NOT DAMAGE
ADJACENT EXISTING UNITS TO REMAIN. DO NOT PRY AGAINST EXISTING UNITS TO
REMAIN. REPAIR ALL DAMAGE INCURRED TO LIKE NEW APPEARANCE.
8. REMOVE/ REPAIR/ REPLACE CONCRETE SLAB AS REQ'D IN AREA OF DEMOLITION. ANY
SAWCUTTING OF FLOORS TO BE PERFORMED IN ACCORDANCE W/ PROPOSED
ARCHITECTURAL DRAWINGS. ALL FLOOR HOLES TO BE PATCHED AS REQ'D. PROVIDE
INFILL CONCRETE SLAB TO MATCH AND ALIGN WITH EXISTING WHERE SAWCUT FOR NEW
UTILITIES - EXISTING BASE TO BE RECOMPACTED PRIOR TO PLACEMENT TO ENSURE
SETTLEMENT WILL NOT OCCUR.
9. ALL EXISTING FLOORING AT RENOVATION AREAS TO BE REMOVED AND FLOOR PREPPED
TO ACCOMMODATE NEW FLOORING INSTALLATIONS.
10. ALL SYSTEMS TO REMAIN UNCHANGED IN UNAFFECTED AREAS.
11. CONTRACTOR WILL BE REQUIRED TO MINIMIZE DISTURBANCES TO DAILY BUILDING
OPERATIONS AND TO MAINTAIN ACCESS THROUGHOUT BUILDING DURING WORK HOURS.
12. REFER TO PLUMBING PLANS FOR LOCATIONS OF NEW UNDERGROUND PIPING FOR
SAWCUTTING OF FLOOR SLAB.
SEALANT:
SEALANT FOR MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL BE
POLYURETHANE, ASTM C920, GRADE NS, TYPE M, CLASS 25, USE T, 2 COMPONENT, CHEMICAL
CURING, NON-STAINING, NON-BLEEDING, NON-SAGGING, CAPABLE OF WATER IMMERSION;
SONOLASTIC NP-2, PECORA DYNATROL II OR EQUAL. COLOR TO MATCH ADJACENT SURFACES.
DO NOT PAINT OVER CAULK.
PAINTING
1. TOUCH UP PAINT AS REQUIRED AT AREAS THAT REMAIN OR RELOCATED ITEMS THAT HAVE
BEEN AFFECTED BY PROJECT CONSTRUCTION. COLOR AND FINISH TO MATCH EXISTING
AND BE APPROPRIATE FOR MATERIALS TO BE PAINTED.
2. ALL DRY FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED RANGES.
INSTALL ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. ALL COLORS TO BE
DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO BE BY THE SAME MFR.
3. PREPARE SURFACES PRIOR TO PAINTING IN ACCORDANCE WITH MFR.
RECOMMENDATIONS. ASSUME THAT EXISTING PAINT MAY CONTAIN LEAD, AND ABATE IN
ACCORDANCE WITH ALL STATE AND FEDERAL STANDARDS/ REQUIREMENTS. PREPARE
PAINTING AREAS SO AS TO NOT APPLY PAINT ON ADJACENT FINISHES THAT ARE TO
REMAIN UNPAINTED. AREAS TO BE REPAINTED SHALL INCLUDE ALL SURROUNDING WALL
SURFACE UP TO ADJACENT CHANGES IN WALL SURFACE (I.E., ROOM CORNERS, CHANGES
IN WALL PLANE, DOOR TRIM, ETC.).
4. ALL NEW MORTAR AND CMU MUST CURE FOR A MINIMUM OF 28 DAYS PRIOR TO PAINTING
PER MFR. REQUIREMENTS. DO NOT APPLY MATERIALS WHEN TEMPERATURES AND
HUMIDITY LEVELS ARE OUTSIDE THE RANGES REQUIRED BY THE COATING PRODUCT
MANUFACTURER. DO NOT APPLY EXTERIOR COATINGS DURING RAIN OR SNOW.
5. ALL PAINTS USED MUST BE FROM THE SAME MANUFACTURER.
6. INTERIOR DRYWALL SHALL BE PAINTED IN (3) COATS:
6.1. SURFACE PREPARATION - PREPARE SURFACES PER MFR. RECOMMENDATION.
6.2. PRIMER COAT - SHERWIN WILLIAMS PROMAR 200 ZERO VOC, CARBOLINE SANITILE 120
OR TNEMEC SERIES 151-1051 ELASTO-GRIP FC (2.0 DRY MILS MIN.)
6.3. (2) FINISH COATS - SHERWIN WILLIAMS PRO INDUSTRIAL ACRYLIC, CARBOLINE
CARBOCRYLIC 3359, OR TNEMEC SERIES 1026 ENDURATONE (3.0 DRY MILS MIN. EACH
COAT)
6.4. USE EGGSHELL SHEEN FOR INTERMEDIATE AND FINISH COATS AT WALLS.
7. FERROUS METAL DOORS/ FRAMES AND CMU SHALL BE PAINTED IN (3) COATS:
7.1. SURFACE PREPARATION - METAL SURFACES: CLEAN SURFACES WITH GREAT LAKES
LABORATORIES "EXTRA MUSCLE" OR EQUAL. ALL SURFACES: THOROUGHLY AND
UNIFORMLY ABRADE TO GENERATE A MINIMUM 1.0 MIL SURFACE PROFILE.
7.2. PRIMER COAT - SHERWIN WILLIAMS EXTREME BOND INTERIOR/EXTERIOR BONDING
PRIMER, CARBOLINE SANITILE 120 OR TNEMEC 113 H.B. TNEME-TUFCOAT (2.0 DRY
MILS MIN.)
7.3. (2) FINISH COATS - SHERWIN WILLIAMS PRO INDUSTRIAL WATER BASED CATALYZED
EPOXY, CARBOLINE SANITILE 255 OR TNEMEC 113 H.B. TNEME-TUFCOAT (3.0 DRY MILS
MIN. EACH COAT)
7.4. USE SEMI-GLOSS SHEEN FOR FINISH COATS.
8. WOOD CEILINGS AND TRIM SHALL BE STAINED IN (2) COATS:
8.1. PREPARATION - ALL SURFACES MUST BE CLEAN, DRY, AND FREE FROM DIRT, MILDEW
STAINS, DUST, AND OTHER FOREIGN MATTER. REMOVE ALL SURFACE STAINS, DIRT,
PAINT, AND FAILED OXIDIZED STAINS. APPLY SUPERDECK STAIN & SEALER REMOVER
LIBERALLY WITH BRUSH OR ROLLER. CLEAN SMALL AREAS ONE AT A TIME ALLOWING
PRODUCT TO SIT FOR 10-15 MINUTES. SCRUB THE SURFACE WITH A SYNTHETIC STIFF
BRISTLE BRUSH (DO NOT USE A WIRE OR NATURAL BRISTLE BRUSH) TO REMOVE
THOSE FINISHES THAT DO NOT COME UP IMMEDIATELY. APPLY DECKSCAPES REVIVE
CLEANER WITH A PUMP-UP SPRAYER OR DEEP NAP ROLLER WORKING FROM THE
BOTTOM TO THE TOP OF THE STRUCTURE. MAINTAIN ADEQUATE SURFACE WETNESS
AND ALLOW CONCENTRATION OF CLEANING EFFORTS TO AN AREA. ALLOW
SUPERDECK REVIVE TO SET ON THE SURFACE FOR 10-15 MINUTES. LIGHTLY SCRUB
SURFACE WITH A STIFF, SYNTHETIC BRISTLE BRUSH. DO NOT ALLOW SUPERDECK TO
REVIVE COMPLETELY DRY DURING APPLICATION.
8.2. INTERMEDIATE AND FINISH COATS: SHERWIN WILLIAMS DUCKBACK 7400 SERIES
PREMIUM TRANSLUCENT WOOD FINISH 275 VOC (STAIN COLOR TO BE SELECTED FROM
MFR. FULL RANGE OF COLORS, PROVIDE SAMPLES AND MOCKUP ON SITE FOR OWNER
REVIEW/APPROVAL).
BUILDING RELATED CONCRETE:
1. CONCRETE MIX DESIGN SHALL BE PREPARED BY A QUALIFIED TESTING LABORATORY.
SUBMIT PROPOSED CONCRETE MIX DESIGN WITH TEST DATA REQUIRED BY ACI-318 TO
OWNER FOR APPROVAL BEFORE CONCRETE IS PLACED.
2. COMPRESSIVE STRENGTH - MINIMUM 4000 PSI AT 28-DAYS FOR SLAB. AIR CONTENT - 6%
(+/-1%) 3" MAX. SLUMP PRIOR TO ADDITION OF ADMIXTURES. CONCRETE SHALL BE ASR
RESISTANT. CEMENT SHALL HAVE AN ALKALI LEVEL OF LESS THAN 0.6.
3. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II AS REQUIRED TO MEET ASR
RESISTANCE AS SPECIFIED.
4. MDOT 6AA COURSE AGGREGATE; FINE AGGREGATE SHALL CONFORM TO 2NS. FLY ASH:
ASTM C 618, CLASS F. GROUND GRANULATED BLAST FURNACE SLAG, GRADE 100, 120
ASTM C989.
5. ALL CONCRETE REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, YIELD
STRENGTH 60KSI.
6. UTILIZE STANDARD WHITE MEMBRANE CURING COMPOUND (OR WET CURE) NEW
CONCRETE. PROVIDE COLD WEATHER PROTECTION FOR CONCRETE CURING
OPERATIONS; PREVENT ALL MATERIALS FROM FREEZING.
MASONRY:
1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C 90 AND C 140. NEW UNITS
TO MATCH EXISTING.
2. MORTAR SHALL CONFORM TO ASTM C 270, AS FOLLOWS:
IN CONTACT WITH EARTH - TYPE M
NOT IN CONTACT WITH EARTH - TYPE M OR S
3. GROUT SHALL CONFORM TO ASTM C 476, WITH PEA GRAVEL AGGREGATE AND WITH
MINIMUM STRENGTH IN ACCORDANCE WITH THE TABLE BELOW.
4. BASED ON THE FOLLOWING MINIMUM STRENGTHS SPECIFIED ABOVE FOR BLOCK, MORTAR
AND GROUT, THE MINIMUM COMPOSITE MASONRY COMPRESSIVE STRENGTH, f'm, SHALL
BE AS FOLLOWS:
COMPRESSIVE
UNIT
GROUT
MORTAR
STRENGTH, f'm
STRENGTH
STRENGTH
TYPE
USE
(PSI)
(PSI)
(PSI)
TYPICAL U.N.O.
1500 MIN.
1900 MIN.
2000 MIN.
M OR S
5. NEW CMU SHALL MATCH EXISTING IN SIZE, HEIGHT, COLOR, AND TEXTURE. TOOTH IN TO
EXISTING WALL CONSTRUCTION AND PROVIDE HORIZONTAL REINFORCING AT 16" O.C.
MAX.
CUSTOM STEEL DOORS:
1. NON-RATED GALVANIZED METAL DOORS, REINFORCED FOR HARDWARE. FLUSH
SEAMLESS DOORS AS INDICATED ON THE DRAWINGS. CONFORM TO REQUIREMENTS OF
HMMA 802, HMMA 810, HMMA 830, HMMA 840, HMMA 850, AND ANSI A117.1.
2. FIELD MEASURE OPENINGS PRIOR TO FABRICATION OF DOORS. VERIFY THAT FIELD
MEASUREMENTS ARE AS INDICATED ON THE SHOP DRAWINGS. COORDINATE THE WORK
WITH DOOR OPENING CONSTRUCTION, DOOR FRAME AND DOOR HARDWARE
INSTALLATION.
3. DOOR MANUFACTURERS: CECO: PRODUCT - MEDALLION SERIES. DOORS SHALL BE FROM
THE SAME MANUFACTURER AS THE HOLLOW METAL FRAMES.
4. DOOR CONSTRUCTION: STEEL, 16 GAGE; MANUFACTURED AND FABRICATED IN
ACCORDANCE WITH HMMA 802 AND 810. 22 GAGE STIFFENERS SPACED AT 6” INTERNALLY
ON THE DOOR, WELDED TO THE FACE SHEETS AT 5” ON CENTER. CORE: POLYURETHANE
INSULATION TO LIMIT THERMAL AND SOUND TRANSMISSION. DOOR EDGE DESIGN: 1/8 INCH
IN 2 INCH BEVEL, HINGE AND LOCK EDGES. DOOR EDGE SEAM: DOORS SHALL HAVE
VERTICAL, INTERLOCKING, CONTINUOUS MECHANICAL JOINTS AT LOCK AND HINGE SIDE
WITH EDGE SEAM FILLED AND GROUND SMOOTH TO PROVIDE A SEAMLESS APPEARANCE.
THE INTERNAL PORTION OF THE SEAM SHALL BE SEALED WITH EPOXY.
5. FABRICATE DOORS WITH HARDWARE REINFORCEMENT WELDED IN PLACE. PREPARE
DOORS TO RECEIVE MORTISED HARDWARE. CLOSE TOP AND BOTTOM EDGE OF ALL
DOORS WITH STEEL CHANNEL CLOSURE. WELD ALL SEAMS WATERTIGHT. TOP OF DOOR
SHALL BE FLUSH, BOTTOM CHANNEL CLOSURE SHALL BE INVERTED. MORTISE ALL DOORS
FOR 1-1/2 PAIR HINGES. FABRICATE DOORS WITH HARDWARE REINFORCEMENT PLATES
PROJECTION WELDED IN PLACE. PROVIDE ADEQUATE REINFORCING FOR ALL OTHER
HARDWARE AS MAY BE SPECIFIED.
6. FINISH: ASTM A653 A60 GALVANIZED. DOORS AND FRAMES SHALL BE PREPPED AND FIELD
PAINTED AS SPECIFIED IN PAINT SPECIFICATIONS ON THIS SHEET; COLOR SHALL BE AS
SELECTED BY OWNER.
7. INSTALL DOORS IN ACCORDANCE WITH HMMA 840 AND HMMA 830 DHI FOR HARDWARE
INSTALLATION. MAXIMUM DIAGONAL DISTORTION: 1/16 INCH MEASURED WITH STRAIGHT
EDGE, CORNER TO CORNER.
CUSTOM STEEL FRAMES:
1. NON-RATED GALVANIZED, REINFORCED STEEL FRAMES FOR HOLLOW METAL DOORS.
CONFORM TO REQUIREMENTS OF HMMA 802, HMMA 820, HMMA 830, HMMA 840, HMMA 850,
SDI 100, ANSI A117.1 AND ANSI A151.1. SHOP DRAWINGS: INDICATE FRAME ELEVATIONS,
REINFORCEMENT, CONSTRUCTION AND FINISH. FRAME DETAILS FOR EACH FRAME TYPE
INCLUDING DIMENSIONED PROFILES. DETAILS AND LOCATIONS OF REINFORCEMENT AND
PREPARATIONS FOR HARDWARE. DETAILS OF EACH DIFFERENT WALL OPENING
CONDITION. DETAILS OF ANCHORAGES, ACCESSORIES, JOINTS, AND CONNECTIONS.
VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON THE SHOP DRAWINGS.
2. FRAME MANUFACTURER: CECO. SUBSTITUTIONS: UNDER PROVISIONS OF THE
SPECIFICATIONS. SUBSTITUTIONS MUST MEET THE GAGE AND GALVANIZING
SPECIFICATION REQUIREMENTS. FRAMES SHALL BE FROM THE SAME MANUFACTURER AS
THE HOLLOW METAL DOORS.
3. STEEL: A60 GALVANIZED SHEET IN ACCORDANCE WITH ASTM A653. FRAMES: 14 GAGE
THICK MATERIAL, CORE THICKNESS.
4. FABRICATE FRAMES WITH 2 INCH JAMB FACE AND 2 INCH HEAD (UNLESS NOTED
OTHERWISE ON THE DRAWINGS); FRAMES SHALL BE SET-UP AND ARC WELDED WITH
CORNER WELDS GROUND SMOOTH. MORTISE ALL FRAMES FOR 1-1/2 PAIR OF HINGES.
FABRICATE FRAMES WITH HARDWARE REINFORCEMENT PLATES PROJECTION WELDED IN
PLACE. ALL REINFORCING SHALL BE G90 GALVANIZED.
5. FINISH: ASTM A653 G90. DOORS AND FRAMES SHALL BE PREPPED AND FIELD PAINTED AS
SPECIFIED IN PAINT SPECIFICATIONS ON THIS SHEET; COLOR SHALL BE AS SELECTED BY
OWNER.
FRP DOORS
1. NEW FRP DOORS TO MATCH EXISTING AT BUILDING WITH ANODIZED ALUMINUM
PERIMETER TRIM AND PEBBLED FACE SHEETS. EXTERIOR RATED, WITH REINFORCED
MOUNTING PLATES, AND HEAVY DUTY PIANO HINGES. FRP COLOR TO MATCH EXISTING
DOORS. PROVIDE COLOR SAMPLES FOR OWNER REVIEW AND APPROVAL. PROVIDE
SEPARATION OF DISSIMILAR METALS.
DOOR HARDWARE:
1. SHOP DRAWINGS: INDICATE LOCATIONS AND MOUNTING HEIGHTS OF EACH TYPE OF
HARDWARE, AND MATERIAL TYPES. SUBMIT MANUFACTURER'S PARTS LISTS, AND
TEMPLATES TO STEEL DOOR AND FRAME MANUFACTURERS FOR MORTISING OF STEEL
DOORS AND FRAMES. ALL NECESSARY TEMPLATES AND SCHEDULES SHALL BE PROVIDED
AT SUCH TIME SO NOT TO DELAY THE WORK. REFER TO DELIVERY, STORAGE AND
HANDLING HEREIN FOR FORWARDING REQUIREMENTS OF HARDWARE.
2. PERFORM WORK IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: ANSI A117.1 -
SPECIFICATIONS FOR MAKING BUILDINGS AND FACILITIES ACCESSIBLE TO AND USABLE BY
PHYSICALLY HANDICAPPED PEOPLE. NFPA 101. NFPA 80. NFPA 252.
3. HARDWARE FOR METAL DOORS (PROVIDE ALL COMPONENTS AT EACH DOOR UNLESS
NOTED OTHERWISE):
3.1. HINGES: STAINLESS STEEL WITH BALL BEARINGS, FLAT BUTTON TIP, STANLEY FBB 199
32D, HAGER BB 1199, IVES A5111 OR MCKINNEY NO. T4B3386. HINGES SHALL BE 4-1/2" X
4-1/2" MINIMUM 0.180 INCHES THICK STAINLESS STEEL WITH STAINLESS STEEL PINS.
DOORS SHALL HAVE A MINIMUM OF 1 1/2 PAIR PER LEAF, (U.N.O.) WITH
NON-REMOVABLE PINS (NRP).
3.3. SURFACE MOUNT CLOSERS: SURFACE MOUNTED HEAVY DUTY ADA-COMPLIANT
CLOSER WITH CAST IRON CYLINDER, ADJUSTABLE BACK CHECK, AND SPRING POWER
WITH KEY VALVE ADJUSTING SCREWS FOR CLOSING AND LATCHING SPEEDS AND
BACK CHECK CONTROL. CLOSER ARMS SHALL ALLOW FOR MINIMUM 100 DEGREE
SWING. CLOSERS SHALL BE LCN 4000 SERIES, RYOBI D4550 OR ENGINEER APPROVED
EQUAL, RESISTANT TO SEVERE CLIMATIC CONDITIONS. ALL REQUIRED ACCESSORIES,
BRACKETS, PLATES, ARMS, SPACERS, ETC., REQUIRED FOR A COMPLETE
INSTALLATION SHALL BE PROVIDED WHETHER SPECIFICALLY CALLED FOR OR NOT.
MOUNT INSIDE ROOM.
3.4. KICKPLATES: DULL STAINLESS STEEL (US32D), (.050) GA. 10" HIGH. PROVIDE
KICKPLATES ON BOTH SIDES OF ALL METAL DOORS. ATTACH WITH STAINLESS STEEL
SCREWS.
3.5. THRESHOLDS: BARRIER FREE ACCESSIBLE, 5 INCH WIDE, 1/2" HEIGHT, FULL WIDTH OF
DOOR FRAME, NATIONAL GUARD PRODUCTS MODEL NO. 425E MILL FINISH ALUMINUM.
3.6. DOOR STOP: IVES WS406CVX CONVEX WALL BUMPER W/ 630 STAINLESS STEEL FINISH.
3.7. FINISHES: SATIN CHROME, U.S. 32D OR 26D, WHEN U.S. 32D IS NOT AVAILABLE, UNLESS
OTHERWISE NOTED IN HARDWARE PRODUCT DESCRIPTIONS OR SCHEDULE. ALL
HARDWARE SCREWS, FASTENERS, ETC. SHALL BE TYPE 304 STAINLESS STEEL.
3.2. MORTISE LOCKSETS:
3.2.1.
LEVERS AND ESCUTCHEONS: LEVERS SHALL BE CAST STAINLESS STEEL;
ESCUTCHEONS SHALL BE WROUGHT STAINLESS STEEL. EACH LOCKSET SET
SHALL BE FURNISHED COMPLETE WITH ONE PAIR OF LEVERS AND ESCUTCHEONS.
LEVER STYLE SHALL MATCH EXISTING AT BUILDING.
3.2.2.
MORTISE LOCKSET: SCHLAGE L9000 SERIES OR APPROVED EQUAL. KEYING TO
MATCH OWNERS STANDARD.
A. ENTRY TYPE LOCKSET WITH ADA THUMBTURN AT INTERIOR SIDE.
B. ENTRY TYPE LOCKSET WITH ADA THUMBTURN AT INTERIOR SIDE. PROVIDE
ADDITIONAL SEPARATE KEYED DOUBLE CYLINDER LOCK FOR SECURING DOOR WHEN
TOILET ROOM IS OPEN BUT THE REST OF THE BUILDING IS CLOSED.
3.3 SURFACE MOUNT CLOSERS: SURFACE MOUNTED HEAVY DUTY ADA-COMPLIANT CLOSER
WITH CAST IRON CYLINDER, ADJUSTABLE BACK CHECK, AND SPRING POWER WITH KEY
VALVE ADJUSTING SCREWS FOR CLOSING AND LATCHING SPEEDS AND BACK CHECK
CONTROL. CLOSER ARMS SHALL ALLOW FOR MINIMUM 100 DEGREE SWING. CLOSERS
SHALL BE LCN 4000 SERIES, RYOBI D4550 OR ENGINEER APPROVED EQUAL, RESISTANT TO
SEVERE CLIMATIC CONDITIONS. ALL REQUIRED ACCESSORIES, BRACKETS, PLATES, ARMS,
SPACERS, ETC., REQUIRED FOR A COMPLETE INSTALLATION SHALL BE PROVIDED
WHETHER SPECIFICALLY CALLED FOR OR NOT. MOUNT INSIDE ROOM.
3.4 KICKPLATES: DULL STAINLESS STEEL (US32D), (.050) GA. 10" HIGH. PROVIDE KICKPLATES
ON BOTH SIDES OF ALL METAL DOORS. ATTACH WITH STAINLESS STEEL SCREWS.
3.5 LOCK PROTECTORS: ALL SINGLE OUTSWINGING METAL PEDESTRIAN DOORS SHALL BE
PROVIDED WITH LOCK PROTECTORS SIMILAR TO IVES LG SERIES IN STAINLESS STEEL.
COORDINATE EXACT MODEL WITH DOOR EXIT DEVICES TO INSURE PROPER CLEARANCES.
3.6 THRESHOLDS: BARRIER FREE ACCESSIBLE, 5 INCH WIDE, 1/2" HEIGHT, FULL WIDTH OF
DOOR FRAME, NATIONAL GUARD PRODUCTS MODEL NO. 425E MILL FINISH ALUMINUM.
3.7 ALL LOCKS SHALL BE CAPABLE OF ACCEPTING MINIMUM SIX (6) PIN CORES AND
CYLINDERS MATCHING THE OWNER'S PRESENT SYSTEM, MASTER KEYED TO OWNER'S
APPROVED SYSTEM. SUPPLY KEYS IN THE FOLLOWING QUANTITIES: 4 KEYS PER
CYLINDERS, PLUS:. 4 MASTER KEYS. 4 GRAND MASTER KEYS.
3.8 DOOR STOP: IVES WS406CVX CONVEX WALL BUMPER W/ 630 STAINLESS STEEL FINISH.
3.9 DOOR SWEEP: NATIONAL GUARD PRODUCTS 601 NYLON BRUSH SWEEP.
3.10 FINISHES: SATIN CHROME, U.S. 32D OR 26D, WHEN U.S. 32D IS NOT AVAILABLE, UNLESS
OTHERWISE NOTED IN HARDWARE PRODUCT DESCRIPTIONS OR SCHEDULE. ALL
HARDWARE SCREWS, FASTENERS, ETC. SHALL BE TYPE 304 STAINLESS STEEL.
RESTROOM SIGNS:
1. PROVIDE EXTERIOR GRADE METAL SIGNS AT ALL DOORS OF NEW TOILET ROOMS TO
IDENTIFY AS A RESTROOM PER ACCESSIBILITY REQUIREMENTS OF MICHIGAN BUILDING
CODE AND ANSI ICC A177.1. MOUNT ON WALL ADJACENT TO DOOR PER BARRIER FREE
REQUIREMENTS. SIGNAGE SHALL HAVE PICTOGRAM, TEXT AND TYPE II BRAILLE. PROVIDE
SUBMITTAL FOR REVIEW AND APPROVAL.
FLOOR TILE:
1. TILE USING THE THINSET APPLICATION METHOD. INSTALL ALL MATERIALS IN
ACCORDANCE WITH 2016 TILE COUNCIL OF NORTH AMERICA "HANDBOOK FOR CERAMIC,
GLASS AND STONE TILE INSTALLATION" AND ANSI A108.5. PREPARE SLAB SURFACE AS
REQUIRED FOR SMOOTH SUBSTRATE PRIOR TO INSTALLING NEW TILES.
2. TILE: UNGLAZED 1/2" THICK QUARRY TILE.
ACCEPTABLE MFRS: METRO CERAMICS, DALTILE, OR AMERICAN OLEAN
FLOOR TILE SIZE:
6 INCH X 6 INCH
WALL BASE SIZE: 6 INCH COVE
COLOR: TO BE SELECTED FROM ALL AVAILABLE COLORS, PROVIDE SAMPLE
BOARD(S) FOR SELECTION PURPOSES.
3. MORTAR: ANSI A118.4 LATEX MODIFIED PORTLAND CEMENT MORTAR AND WATER,
SUITABLE FOR EXTERIOR USE.
4. GROUT: ANSI A118.7, HIGH PERFORMANCE CEMENT GROUT - TEC "POWER GROUT".
COLOR AS SELECTED FROM MFR. FULL RANGE OF AVAILABLE COLORS. MIX AND
PROPORTION GROUT MATERIALS IN ACCORDANCE WITH TCNA HANDBOOK.
5. PERFORM WORK IN ACCORDANCE WITH ANSI A137.1B. CONFORM TO TCNA HANDBOOK,
ANSI A108.5, AND ANSI A108.10. MAINTAIN 50 DEGREES F (10 DEGREES C) DURING
INSTALLATION OF MORTAR MATERIALS.
GYPSUM BOARD
1. PROVIDE 5/8" THICK ABUSE-RESISTANT GYPSUM BOARD AT ALL NEW WALLS AS NOTED-
USG SHEETROCK MOLD TOUGH VHI PANELS OR APPROVED EQUAL.
2. INSTALL IN ACCORDANCE W/ MANUFACTURER'S RECOMMENDATIONS AND INCLUDE ALL
REQUIRED TAPES, TRIMS AND SEALANT FOR A COMPLETE INSTALLATION PRIOR TO
INSTALLATION OF FINISHES.
FRP WALL PANELS
1. PROVIDE MARLITE STANDARD FRP WALL PANELS (PEBBLED FINISH, CLASS C) AT ALL
WALLS IN NEW ADA TOILET ROOM. HEIGHT AS REQUIRED TO FIT WALLS WITHOUT
SPLICING PANELS.
2. COLOR TO BE SELECTED FROM FULL RANGE OF AVAILABLE COLORS - PROVIDE SAMPLES
FOR OWNER SELECTION.
3. INCLUDE ALL COMPONENTS, TRIMS, ETC. FOR A COMPLETE INSTALLATION. ALL
FASTENERS TO BE CONCEALED.
4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
ELECTRICAL SWITCH AND OUTLET COVER PLATES
TO BE STAINLESS STEEL WITH BRUSHED FINISH. PROVIDE CLEAR LOCKING COVERS FOR ALL
NEW ELECTRICAL OUTLETS.
BATT INSULATION AT WALLS:
1. PROVIDE R-11 UNFACED BATT INSULATION AT ALL NEW WALL CONSTRUCTION.
2. ECOTOUCH PINK FIBERGLAS UNFACED GLASS FIBER BATTS OWENS CORNING, OR EQUAL,
COMPLYING WITH ASTM E84.
3. THICKNESS TO MATCH DEPTH OF WALL FRAMING.
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
PHONE: (248) 454-6300
FAX (1st. Floor): (248) 454-6312
FAX (2nd. Floor): (248) 454-6359
WEB SITE: www.hrcengr.com
P.O. BOX 824
48303 - 0824
07/23/2026
REVISED ISSUED FOR BID/PERMIT
03/19/2026
ISSUED FOR BID
08/25/2025
FINAL OWNER REVIEW
DATE
ADDITIONS AND/OR REVISIONS
DESIGNED AMM
DRAWN
AG
CHECKED
AMM
APPROVED JB
AFFECTED AREA
CITY OF WATERFORD
HESS-HATHAWAY PARK
RESTROOM
IMPROVEMENTS
ARCHITECTURAL
SPECIFICATIONS
HRC JOB NO.
DATE
SCALE
NO SCALE
SHEET
NO.
G-1 OF
EPOXY FLOORING:
1. PROVIDE AN INDUSTRIAL EPOXY FLOORING SYSTEM BY SHERWIN-WILLIAMS. THE SYSTEM SHALL BE
RESUFLOR DECO FLAKE SB. APPLY ALL MATERIALS PER MANUFACTURER'S INSTRUCTIONS, SUBJECT
TO ENGINEER APPROVAL.
2. INSTALLER QUALIFICATIONS - MINIMUM TEN YEARS DOCUMENTED EXPERIENCE IN APPLYING THE
SPECIFIC PRODUCTS SPECIFIED IN THIS SECTION. PROVIDE QUALIFICATIONS LIST AND EXAMPLE
PROJECTS AS PART OF BID PROPOSAL.
3. INSTALLATION:
3.1. INSTALL ALL PRODUCTS IN MIL THICKNESSES AND APPLICATION METHODS RECOMMENDED BY
MANUFACTURER.
3.2. PREP: DEGREASE SURFACES WHERE REQUIRED. CLEAN AND MECHANICALLY PREPARE TILE AND
GROUT TO ACHIEVE A DULL SURFACE - SHOT BLAST OR GRIND THE SURFACE TO PROVIDE MIN. 1
MIL PROFILE. ANY LOOSE TILES MUST BE REMOVED TO INCLUDE FULL GLUE/MASTIC REMOVAL.
PATCH MISSING TILE OR DAMAGED AREAS WITH SW POLYCRETE WR. CONCRETE IS TO BE
PREPPED TO A CSP SPECIFIED FOR THE FLOORING SYSTEM BEING INSTALLED.
3.3. PRIMER: RESUPRIME 5531 TACK COAT PRIMER.
3.4. SCRATCH COAT: RESUPRIME 3513 SCRATCH COAT MASTIC AS NEEDED TO LEVEL AND HIDE
GROUT LINES. PREP THE 3513 MECHANICALLY BEFORE PROCEEDING WITH THE COATING
SYSTEM. STANDARD RESUPRIME 3579 PRIMER CAN ALSO BE USED OVER THE 5531 AS WELL AS
RESUFLOR 3746. COATING MUST FULLY HIDE THE GROUT LINES.
3.5. BASE COAT: RESUFLOR MPE. IMMEDIATELY BROADCAST TO EXCESS (FULL COVERAGE) WITH
DECORATIVE FLAKE INTO UNCURED RESIN.
3.6. GROUT COAT: RESUFLOR UVE (UV RESISTANT EPOXY).
3.7. FINISH COAT: RESUTILE HTS 100 (HIGH TRAFFIC SYSTEM URETHANE).
3.8. EXISTING WALL COVE BASE SURFACE IS TO BE PREPARED AND FINISHED IN THE SAME WAY AS
THE EXISTING FLOOR, EXCEPT THAT RESUPRIME 3513 MUST BE UTILIZED.
4. WHERE ADDITIONAL SLIP RESISTANCE IS REQUIRED IF FIELD INSTALLED TOP COAT IS TOO SMOOTH,
PROVIDE INERT SILICA, QUARTZ, OR OTHER HARD AGGREGATE MATERIAL AS RECOMMENDED BY THE
FLOORING MANUFACTURER. AGGREGATE SHALL BE BROADCAST INTO AN ADDITIONAL TOP COAT AND
BACKROLLED TO ACHIEVE A UNIFORM, EVEN-TEXTURED, SLIP-RESISTANT FINISH. PROVIDE MOCKUP
ON ACTUAL FLOOR FOR OWNER REVIEW AND APPROVAL AS NEEDED.
5. COLORS SHALL BE SELECTED BY THE OWNER FROM THE MANUFACTURER’S FULL RANGE OF
AVAILABLE CHIP COLORS. SUBMIT PHYSICAL COLOR SAMPLES TO THE OWNER FOR REVIEW AND
SELECTION PRIOR TO INSTALLATION.
TOILET PARTITIONS AND URINAL SCREENS:
1. BASIS OF DESIGN PRODUCT: ASI, FLOOR ANCHORED/OVERHEAD BRACED SOLID PLASTIC (HDPE).
URINAL SCREEN STYLE: 48" HIGH SOLID PLASTIC (HDPE), WALL-HUNG WITH CONTINUOUS STAINLESS
STEEL BRACKETS. PROVIDE MFR. NO SIGHTLINE PRIVACY STRIPS.
2. SHOP DRAWINGS: INCLUDE OVERALL PRODUCT DIMENSIONS, FLOOR PLAN, ELEVATIONS, SECTIONS,
DETAILS, AND ATTACHMENTS TO OTHER WORK. INCLUDE CHOICE OF OPTIONS WITH DETAILS.
3. COLOR AND FINISH TO BE SELECTED FROM MFR. FULL RANGE OF AVAILABLE COLORS AND FINISHES.
PROVIDE PHYSICAL CHIP SAMPLES FOR OWNER SELECTION.
4. BRACKETS (FITTINGS):STIRRUP TYPE: EAR OR U-BRACKETS; STAINLESS STEEL. FULL-HEIGHT
(CONTINUOUS) TYPE: MANUFACTURER'S STANDARD DESIGN; STAINLESS STEEL.
5. HARDWARE, HEAVY DUTY: MANUFACTURER'S HEAVY-DUTY STAINLESS STEEL, TAMPER-RESISTANT
FASTENERS: HINGES: CONTINUOUS STAINLESS STEEL, SELF-CLOSING INTEGRAL, GRAVITY-TYPE
ADJUSTABLE TO HOLD DOORS OPEN AT ANY ANGLE UP TO 90 DEGREES, WITH EMERGENCY ACCESS
BY LIFTING DOOR. LATCH AND KEEPER: SURFACE-MOUNTED STAINLESS STEEL SLIDE LATCH WITH
FLAT RUBBER-FACED COMBINATION DOOR STRIKE AND KEEPER, WITH PROVISION FOR EMERGENCY
ACCESS, MEETING REQUIREMENTS FOR ACCESSIBILITY AT ACCESSIBLE COMPARTMENTS. PROVIDE
GRAB BAR REINFORCEMENTS AND CUTOUTS AS REQ'D TO ACCOMMODATE ACCESSORIES.
6. GENERAL: COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. INSTALL UNITS
RIGID, STRAIGHT, LEVEL, AND PLUMB. SECURE UNITS IN POSITION WITH MANUFACTURER'S
RECOMMENDED ANCHORING DEVICES.
7. DOOR WIDTH: REFER TO ARCHITECTURAL DRAWINGS FOR DOOR WIDTHS AND SWING DIRECTIONS.
INSTALL WITH CLEARANCES INDICATED ON DRAWINGS. WHERE CLEARANCES ARE NOT INDICATED
MAINTAIN 3/8 TO 1/2 INCH (9 TO 13 MM) SPACE BETWEEN WALL AND PANELS AND BETWEEN WALL AND
END PILASTERS. ATTACH PANEL BRACKETS SECURELY TO WALLS USING ANCHOR DEVICES. PROVIDE
ADDITIONAL SOLID BLOCKING AT WALLS AS REQUIRED.
CUSTOM CASEWORK:
1. PROVIDE SPECIAL FABRICATED CABINET UNITS AS SHOWN ON DRAWINGS. WOOD MATERIALS:
SOFTWOOD LUMBER: PS 20; GRADED IN ACCORDANCE WITH AWI CUSTOM. HARDWOOD LUMBER:
NHLA; GRADED IN ACCORDANCE WITH AWI CUSTOM.
2. SHOP DRAWINGS: INDICATE MATERIALS, COMPONENT PROFILES AND ELEVATIONS, ASSEMBLY
METHODS, JOINT DETAILS, FASTENING METHODS, ACCESSORY LISTINGS, HARDWARE LOCATION AND
SCHEDULE OF FINISHES. PRODUCT DATA: PROVIDE DATA FOR HARDWARE ACCESSORIES. SAMPLES:
SUBMIT TWO 6X6 INCH SIZE SAMPLES OF EACH FINISH, ILLUSTRATING CABINET FINISH SELECTIONS.
3. PANEL MATERIALS: SOFTWOOD PLYWOOD: PS 1; GRADED IN ACCORDANCE WITH AWI, CORE
MATERIALS OF LUMBER. HARDWOOD PLYWOOD: PS 51; HPMA; GRADED IN ACCORDANCE WITH AWI,
CORE MATERIALS OF LUMBER, TYPE OF GLUE RECOMMENDED FOR APPLICATION.
4. LAMINATE: ACCEPTABLE MANUFACTURERS- FORMICA, NEVAMAR, PIONITE, AND WILSONART. COLOR
TO BE DETERMINED BY OWNER.
5. ACCESSORIES: ADHESIVE: FS MMM-A-130 CONTACT ADHESIVE, AS LAMINATE MANUFACTURER TO
SUIT APPLICATION. PLASTIC EDGE TRIM: EXTRUDED FLAT; SMOOTH FINISH; OF WIDTH TO MATCH
COMPONENT THICKNESS; COLOR/FINISH TO MATCH ADJACENT SURFACE. FASTENERS: SIZE AND
TYPE TO SUIT APPLICATION. BOLTS, NUTS, WASHERS, LAGS, PINS, AND SCREWS: OF SIZE AND TYPE
TO SUIT APPLICATION; ALUMINUM FINISH IN EXPOSED LOCATIONS. CONCEALED JOINT FASTENERS:
THREADED STAINLESS STEEL.
6. CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH MATERIAL OF SAME FINISH AND PATTERN.
WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR
CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. APPLY PLASTIC LAMINATE FINISH IN FULL
UNINTERRUPTED SHEETS CONSISTENT WITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS
HAIRLINE; SECURE WITH CONCEALED FASTENERS. APPLY LAMINATE BACKING SHEET TO REVERSE
SIDE OF PLASTIC LAMINATE FINISHED SURFACES. MECHANICALLY FASTEN BACK SPLASH TO
COUNTERTOPS WITH STEEL BRACKETS AT 16 INCHES (400 MM) ON CENTER. PROVIDE CUTOUTS FOR
PLUMBING FIXTURES, INSERTS, OUTLET BOXES, AND FIXTURES AND FITTINGS. VERIFY LOCATIONS OF
CUTOUTS FROM ON-SITE DIMENSIONS. SEAL CUT EDGES.
7. FINISH WORK IN ACCORDANCE WITH AWI - SECTION 1500. CAREFULLY SCRIBE CASEWORK ABUTTING
OTHER COMPONENTS, WITH MAXIMUM GAPS OF 1/32 INCH (1 MM). DO NOT USE ADDITIONAL OVERLAY
TRIM FOR THIS PURPOSE. USE FIXTURE ATTACHMENTS IN CONCEALED LOCATIONS FOR WALL
MOUNTED COMPONENTS. USE CONCEALED JOINT FASTENERS TO ALIGN AND SECURE ADJOINING
COUNTER TOPS.
COUNTERTOPS:
1. 3/4" THICK SOLID SURFACE TOP ON 3/4" MARINE GRADE PLYWOOD BASE, WITH 1/2" THICK, 4" HIGH
SOLID SURFACE BACKSPLASH, CORIAN OR EQUAL. WALL MOUNTED SPLASH GUARD PANELS TO BE
1/2" THICK BY OVERALL SIZE AS INDICATED ON DRAWINGS - PROVIDE RECESSED STAINLESS STEEL
FASTENERS TO ANCHOR PANELS TO WALLS. COLOR TO BE SELECTED FROM MFR. FULL RANGE OF
AVAILABLE COLORS, ASSUME GRADE "D" FOR PRICING PURPOSES. PROVIDE MFR. REPAIR KIT FOR
REMOVING SCRATCHES TO OWNER AS PART OF CLOSE OUT.
DEFLECTION TRACK AT
UNDERSIDE OF
STRUCTURE ABOVE
NEW FULL HEIGHT WALL
TO UNDERSIDE OF
STRUCTURE ABOVE
UNFACED BATT
INSULATION, FULL HEIGHT &
WIDTH OF WALL
20 GA. 3-5/8" METAL STUDS.
16" O.C. - VERIFY STUD
WIDTH WITH WALL TYPE
SCHEDULE (TYP.)
5/8" GYPSUM
BOARD - REFER
TO FINISH
SCHEDULE FOR
FINISHES
20 GA. FLOOR TRACK, FASTEN TO
EXIST. SUBSTRATE WITH 1-1/4"
CORROSION RESISTANT
SCREWS/POWER DRIVEN FASTENERS
TYP. WALL CONSTRUCTION A
SCALE: 1-1/2" = 1'-0"
G-2
ROOM DESCRIPTION
FLOOR
ROOM FINISH SCHEDULE
BASE
CEILING
WALLS
REMARKS
WALL TYPES:
A = PAINT
B = EXISTING
C = FRP WALL PANELS
ROOM NAME
101 HALLWAY
X
102 UNISEX ADA RESTROOM
103 EQUIPMENT ROOM
X
104 MEN RESTROOM
105 MECHANICAL ROOM
X
106 WOMEN RESTROOM
X
X
X
X
X
X
X
X
X
X
TOUCH UP PAINT AT WALLS ADJACENT TO NEW DOOR
B B B B REPLACE TILE TO MATCH AT FLOOR AT NEW SANITARY LINE
XC C C C
X
A B B A TOUCH UP PAINT AT AFFECTED WALLS
XA A A A
X
AAAA
XA A A A
NOTES:
1. REFER TO REFLECTED CEILING PLAN ON SHEET A-2 FOR LOCATIONS OF GYPSUM BOARD CEILINGS & SOFFITS.
2. PROVIDE TILE BACKER BOARD AT ALL TILED WALL LOCATIONS.
DOOR
NO.
DOOR LOCATION
SIZE (WXH)
01
UNISEX ADA RESTROOM
02
UNISEX ADA RESTROOM
03
MEN RESTROOM
04
MEN RESTROOM
05
MECHANICAL ROOM
06
WOMEN RESTROOM
07
WOMEN RESTROOM
3'-0" X 6'-8"
3'-0" X 7'-0"
3'-0" X 7'-0"
3'-0" X 6'-8"
2'-6" X 6'-8"
3'-0" X 7'-0"
3'-0" X 6'-8"
DOOR SCHEDULE
SILL
DTL.
JAMB HEAD MATERIAL
DTL. DTL. DOOR FRAME
FIELD FINISH
NONE PTD
STD
REMARKS
B S1
B S1
B S1
B S1
B S1
B S1
B S1
STL STL
B
X
X
STD. WOOD TRIM AT PERIMETER
OF OPNG. TO MATCH EXISTING
FRP STL
AX
X
X
VERIFY HEAD HEIGHT IN FIELD
ONLY STEEL FRAME TO BE PTD.
FRP STL
AX
X
X
VERIFY HEAD HEIGHT IN FIELD
ONLY STEEL FRAME TO BE PTD.
STL STL
B
X
4" HEAD
STL STL
B
X
FRP STL
AX
X
X
STL STL
B
X
4" HEAD
VERIFY HEAD HEIGHT IN FIELD
ONLY STEEL FRAME TO BE PTD.
4" HEAD
16"X16"
LOUVER
IN DOOR
A
B
NOTES:
1. FIELD VERIFY ALL DOOR OPENING DIMENSIONS PRIOR TO FABRICATION.
2. ALL DOOR FRAMES SHALL BE GROUTED SOLID AND ANCHORED INTO EXIST. WALLS (U.N.O.).
3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON DOORS, FRAMXES, AND HARDWARE.
4. REPAINT EXISTING LINTELS AT ALL REPLACED DOORS AND WINDOWS.
5. INSTALL DOOR HARDWARE IN COMPLIANCE W/ ADA REQUIREMENTS - OPERABLE PARTS TO BE
MOUNTED BETWEEN 34" AND 48" ABOVE FIN. FLOOR.
6. ALL FRAMES ARE 2" HIGH HEADS AND 2" JAMBS (U.N.O.).
7. REFER TO SHEET A-1, DOOR HARDWARE SPECIFICATIONS, SECTION 3.2.3 FOR HARDWARE SETS AT
EACH DOOR CORRESPONDING TO LETTER DESIGNATION ON SCHEDULE ABOVE.
8. REPAIR/ PATCH EXISTING DOORS RECEIVING NEW HARDWARE AS REQUIRED FOR LIKE - NEW
APPEARANCE.
9. UNDERCUT INTERIOR DOOR 1" FOR AIR MOVEMENT
NOTE: EXISTING DOORS AND FRAMES
TO BE REMOVED FROM EXISTING
OPENINGS. REPLACE ANY DAMAGED
CMU AT OPENINGS - TOOTH INTO
EXISTING WALL CONSTRUCTION.
TYPICAL AT ALL OPENINGS.
53 4"
GALV. H.M. FRAME
(EQUAL RABBET)
TYP. FRAME
CONFIGURATION
FLOOR FINISH
AS NOTED
DOOR & FRAME,
GROUT FRAME
SOLID
INSTALL
THRESHOLD IN
FULL BEAD OF
SEALANT
EXP. ANCHOR
INTO CONC.
CONCRETE SLAB ON GROUND SCHEDULE
REF.
DWG.
MARK
THICK.
REINFORCEMENT
REMARKS
A-1
GS-3
MATCH
EXIST.
#5 BARS
2" TYP
END REINF
CLOSED CELL NEOPRENE TYPE
NN1, SERIES 1040, EVERLASTIC
BY WILLIAMS PRODUCTS OR
APPROVED EQUAL
VERIFY EXIST. IN
FIELD & MATCH
1/2" JOINT FILLER
W/HOT POUR JOINT
SEALANT
SILL DETAIL S1
SCALE: 1 1/2" = 1'-0"
C TYPICAL
ISOLATION JOINT DETAIL
SAWCUT LINE
INFILL SLAB ON
GRADE GS-3
COMPACTED BASE
AND VAPOR BARRIER
SECTION
1
SCALE: 3/4" = 1'-0"
G-2
SURFACE ROUGHEN
AND BONDING AGENT
DRILL & GROUT
W/4" EMBED
EXISTING SLAB
TO REMAIN
555 HULET DRIVE
BLOOMFIELD HILLS, MICH.
PHONE: (248) 454-6300
FAX (1st. Floor): (248) 454-6312
FAX (2nd. Floor): (248) 454-6359
WEB SITE: www.hrcengr.com
P.O. BOX 824
48303 - 0824
07/23/2026
REVISED ISSUED FOR BID/PERMIT
03/19/2026
ISSUED FOR BID
08/25/2025
FINAL OWNER REVIEW
DATE
ADDITIONS AND/OR REVISIONS
DESIGNED AMM
DRAWN
AG
CHECKED
AMM
APPROVED JB
AFFECTED AREA
CITY OF WATERFORD
HESS-HATHAWAY PARK
RESTROOM
IMPROVEMENTS
ARCHITECTURAL
SPECIFICATION,
SCHEDULES AND DETAILS
HRC JOB NO.
DATE
SCALE
AS NOTED
SHEET
NO.
G-2 OF
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