Randall Park Restroom Renovation ADDENDUM #1 June 12, 2026 -- Page 1 of 2

ADDENDUM NO. 1

June 12, 2026

City of Cortland

Randall Park Restroom Renovation

SA PROJECT # 2025-116.10

This addendum, issued to bid document holders of record, indicates changes to the Bid Documents issued May 29, 2026. All changes described herein shall be incorporated into the contractor’s bid proposal. This addendum is part of the Contract Documents.

Acknowledgement of receipt of this Addendum is required on the respective Bid Form.

Prepared By:

Saratoga Associates Landscape Architects, Architects, Engineers, and Planners, P.C.

21 Congress Street Saratoga Springs, New York 12866

Attachments:

Updated A100, A600, A800, A801 081113 – Hollow Metal Doors and Frames

The following notes, changes, additions, and replacements shall be incorporated into the Project Manual or drawings as applicable:

ITEM 1. Submitted Questions

A. During the demo portion of the project shall the existing piping, fixtures be demoed by the G.C.

or the plumber of note. Please advise.

• The PC is responsible for the removal of all existing exposed plumbing fixtures and piping.

B. It is indicated that the sawcut and patch for the new underslab sanitary piping is by the G.C.

Does this include the excavation, backfill and compaction also or does this fall under the plumbing scope?

• Sawcutting, compaction, and patching is to be done by the GC with coordination from the PC. PC to is to cap any utilities that are abandoned prior to patching.

C. This job has FRP Entrance Spec 081743, but the Door Schedule only has steel entrances. HDWR schedule set #001 has the Special-lite Door bottoms by door manufacturer. Are there FRP entrances on this job or are all openings painted steel?

• Doors 1, 2, & 3 are FRP doors and frames. Doors 4, 5, and 6 are HM doors and frames.

See provided specification 081113 – Hollow Metal Doors and Frames

D. Should a digital copy of the DOL certification be part of the bid as well? Typically submit a hard copy of the certificate with our bids, but we could provide a digital copy on a flash drive if required.

• No, a digital DOL certificate is not required at the bid submission.

E. Wall types B1 & B2 on drawing A801 shows 5/8” GWB directly applied/adhered to the 6” CMU walls. With this space not being temperature controlled, will moisture and/or temperature

Randall Park Restroom Renovation ADDENDUM #1 June 12, 2026 -- Page 2 of 2 changes require specialty adhesive? Or is this GWB to be mechanically fastened instead of adhered?

• See revised drawings. GWB to be attached to 1x wood furring strips attached to the interior face of the CMU walls. The GWB is to be mechanically fastened.

F. Shall the curtain material (for 083313 Coiling Counter Doors) be factory finished with PowderGuard Premium powder coat or PowderGuard textured powder coat?

• Provide PowderGuard Premium G. Bottom Bar Material – Shall the bottom bar be aluminum or galvanized steel?

• Provide galvanized steel H. The specification includes both manual operation and motor operation language. However, the electrical drawings do not appear to show power, controls, or a dedicated electrical connection for the coiling counter door. Please confirm whether the coiling counter door is indeed to be manually operated or motor operated.

• Door is to be manually operated.

ITEM 2. Additional Information

A. None

GENERAL FLOOR PLAN NOTES

1. REFER TO A801 FOR WALL TYPES

2. REFER TO STRUCTURAL DWGS. FOR ADDITIONAL DIMENSIONS.

3. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS, CENTER PARTITIONS ON COLUMNS OR MULLIONS UNLESS OTHERWISE NOTED, OR USE EQUAL / EQUAL AND ALIGN NOTES TO LOCATE

PARTITIONS. NOTIFY DIRECTOR'S REPRESENTATIVE OF MISSING DIMENSIONS AND DISCREPANCIES AND GET RESOLVED PRIOR TO PROCEEDING WITH THE WORK.

4. UNLESS INDICATED OTHERWISE, ALL DIMENSIONS ARE TO/FROM FACE OF STUD, FACE OF CONC., OR STRUCT. COLUMN GRIDS

5. SEE FINISH SCHEDULE AND NOTES FOR WALL BASE MATERIALS. IT IS INTENDED THAT THE FACE OF EVERY CONTINUOUS PARTITION BE FLUSH WITHOUT OFFSETS. CHANGES IN PARTITION

THICKNESS SHALL OCCUR AT CORNERS OR OTHER FEATURES WHICH INTERRUPT THE PLANES OF THE PARTITION.

6. THE DISTANCE FROM THE CLEAR FACE OF DOOR JAMB TO ADJACENT PERPENDICULAR WALL SHALL BE 6" IN STUD WALL CONSTRUCTION, UNLESS OTHERWISE NOTED.

7. PROVIDE CONTINUOUS CONTROL JOINTS AT 30' - 0" O.C. MAXIMUM VERTICAL AND HORIZONTAL IN ALL WALLS AND CEILINGS (UNLESS OTHERWISE NOTED). COORDINATE ACTUAL LOCATIONS IN

THE FIELD WITH DIRECTOR'S REPRESENTATIVE.

8. TELEPHONE, ELECTRIC AND COMMUNICATIONS CLOSETS TO HAVE PTD. 3/4" AC FIRE TREATED PLYWOOD BACK BOARDS INSTALLED. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATIONS.

9. REFER TO DOOR SCHEDULE AND FINISH SCHEDULE WITHIN PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO DOORS AND ROOM FINISHES.

10. MOVEABLE FURNITURE AND EQUIPMENT NOT IN CONTRACT SHOWN FOR REFERENCE IN ORDER TO LOCATE FIXED FURNITURE AND EQUIPMENT.

A2011

A200

A201

A200

A300

A300

BATH 1

ACCESSIBLE

BATH 2

MECH / JAN

CONCESSIONS /

STORAGE

PAVILION

DRINKING

CONCESSION WINDOW

BATH 3

ROOF LINE ABOVE

1 2 3

A

B

A400

A400

13' - 1 7/8" 13' - 1 7/8"

E1

E2

E2

E1

E1

B2

A1

A2

11 5/8" 7' - 6" 11 1/4" 5' - 0" 11 5/8"

/4

/4

/2

6' - 0" 8' - 3 1/2" 7' - 0 1/4" 6' - 0"

CLOSET

/2

/8

27' - 3 3/4"

A300

A300

A300

B1

DOWNSPOUT

CONCRETE PAD,

SEE L-SERIES

A2

8x8 HEAVY TIMBER

COLUMN, TYP. SEE

STRUCTURAL

A300

A300

1 2 3

A

B

A300

A300

A300

EQ EQ EQ EQ EQ EQ EQ EQ 7 3/4"7 3/4"

31' - 9 3/4"

CONCESSIONS /

STORAGE

MECH / JAN

BATH 1

ACCESSIBLE

BATH 2

BATH 3

CLOSET

GWB CEILING

CH: 8'-0"

GWB CEILING

CH: 8'-0"

GWB CEILING

CH: 8'-0"

GWB CEILING

CH: 8'-0" GWB CEILING

CH: 8'-0"

GWB CEILING

CH: 8'-0"

PAINTED WOOD SOFFIT

STAINED T+G DECKING

EXPOSED HEAVY TIMBER FRAMING

TYP.

2' - 6"

TYP.

2' - 6"

2' - 1 1/4" 2' - 1 1/4"

SOFFIT

GUTTER, TYP.

N

PENDANT LIGHT, TYP. OF 67

/4

EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ

/2

/2

/2

/2

3" 3"

CEILING ACCESS HATCH

S

S

DOWNSPOUT

ROLLING OVERHEAD COUNTER DOOR

DRAWING LEGEND

GYPSUM BOARD CEILING

SMOKE DETECTOR

LED RECESSED DOWNLIGHT

EXHAUST AIR DIFFUSER

EXIT SIGN

S

NEW CMU INFILL

EMERGENCY LIGHT FIXTURE

VANITY LIGHT

STEM MOUNT PENDANT LIGHT

EXISTING CMU INFILL

GENERAL REFLECTED CEILING PLAN NOTES

1. ALL DIMENSIONS INDICATE CENTER LINE OF FIXTURE

UNLESS OTHERWISE NOTED.

2. SEE MECHANICAL DWGS FOR REGISTER AND GRILL TYPES.

3. SEE ELECT. DWGS FOR LIGHTING FIXTURE TYPES.

4. SEE STRUCT. DWGS FOR FRAMING PLAN.

5. CEILING HEIGHTS AS INDICATED ON PLAN.

6. ALIGN LIGHT FIXTURES, OCCUPANCY SENSORS, SMOKE

ALARMS, ETC WHERE SHOWN.

UNAUTHORIZED ALTERATION OR ADDITION TO THIS

DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW. COPYRIGHT ©

2026 ALL RIGHTS RESERVED SARATOGA ASSOCIATES

SARATOGA ASSOCIATES PROJECT #

Plot Date:

REVISIONS

PHASE:

DATE:

CHECKED BY:

DRAWN BY:

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A100FIRST FLOOR

PLAN & RCP

2025-116.10

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RDD

BID SET

5/22/26

ACM

RENOVATION AND

PAVILION PROJECT

N

1/4" = 1'-0"

FIRST FLOOR PLAN

NO DATE DESCRIPTION DRAWN CHK

1 6/12/2026 Revision 1

1/4" = 1'-0"

FIRST FLOOR REFLECTED CEILING PLAN

1x POLY-ASH TRIM, PTD.

ROLLING COUNTER DOOR GUIDE

5/8" GWB, PTD.

DOUBLE 3 5/8" METAL STUD

5/8" PLYWOOD SHEATHING

POLY-ASH SIDING

1x4 POLY-ASH TRIM, PTD.

1x POLY-ASH TRIM, PTD.

/8

3/8"

COUNTERTOP BELOW

MECHANICAL FASTENED WRB

15/16"

ROLLING COUNTER DOOR CURTAIN

3 1/2"

2" SOLID SURFACE

COUNTERTOP

WOOD CABINET

STAINLESS STEEL

HARDWARE

BACK FILLER PANEL

REMOVABLE BASE PANEL

FOR ACCESS TO SAN

CLEANOUT

CABINET DRAWER

A300

3' - 0"

1' - 3 3/4"1' - 4 5/8"

ROLLING COUNTER DOOR AND HOOD

COUNTERTOP

12"x12" COUNTERTOP

SUPPORT BRACKET

1x4 POLY ASH TRIM

VERTICAL POLY-ASH SIDING

2x6 T&G CEILING, STAINED

1x4 POLY ASH TRIM

LAPPED POLY-ASH SIDING

W-SHAPE STEEL LINTEL, PER STR. DWGS.

SPLICE TOGETHER NEW AND

EXISTING ROOF STRUCTURE

BUILT-UP CFMS HEADER PER STR. DWGS.

CEILING HEIGHT

8' - 0 7/8"

FIRST FLOOR

0' - 0"

STOP MECHANICALLY

FASTENED WRB 1" BEFORE FF

ELEVATION

POLY-ASH SIDING

EXISTING FOUNDATION

NEW CONCRETE SLAB, SEE LANDSCAPE DWGS.

2x FURRING SPACED MAX 24" O.C.

EXISTING CMU WALL

INTERIOR FINISH

PER WALL TYPE /

FINISH SCHEDULE

BASE PER FINISH

SCHEDULE

EXISTING CONC.

FLOOR SLAB

PROVIDE LIGHT GAUGE PERFORATED

GALV. STEEL RUNNER CHANNEL, 1-1/2"

WIDE, TO ACCEPT BASE OF 2x FURRING

1/2" EXPANSION JOINT

1x WD FURRING, 16" OC

MECHANICALLY FASTENED WRB

POLY-ASH SIDING

2x FURRING

EXISTING CMU WALL

5/8" MOISTURE-

RESISTANT GWB

STANDING SEAM METAL ROOF

EXISTING CEILING

AND ROOF

STRUCTURE

SYNTHETIC UNDERLAYMENT

ICE & WATER SHIELD, PER ROOF PLAN

3/4" PLYWOOD SHEATHING

2x6 T&G DECKING, STAINED

CEILING HEIGHT

8' - 0 7/8"

1x WD FURRING, 16" OC

FIRST FLOOR

0' - 0"

POLY-ASH SIDING

EXISTING FOUNDATION

EXISTING CONC. FLOOR SLAB

5/8" PLYWOOD SHEATHING

SILL GASKET MEMBRANE

NEW CONCRETE SLAB, SEE

LANDSCAPE DWGS.

2x FURRING SPACED MAX 24" O.C.

3-5/8" COLD FORMED METAL WALL

STOP MECHANICALLY FASTENED

WRB 1" BEFORE FF ELEVATION

1/2" EXPANSION JOINT SILL

SEAL, TYP.

GAP

2"

STOP MECHANICALLY FASTENED

WRB 1" BEFORE FF ELEVATION

PROVIDE LIGHT GAUGE

PERFORATED GALV. STEEL

RUNNER CHANNEL, 1-1/2" WIDE, TO

ACCEPT BASE OF 2x FURRING

CEILING HEIGHT

8' - 0 7/8"

EXISTING CEILING STRUCTURE

5/8" MOISTURE RESISTANT

GWB, PTD. TYP.

CFS FRAMED WALL (PER WALL TYPE)

FIRST FLOOR

0' - 0"

SILL GASKET MEMBRANE

GALVANIZED FASTENER @ 24" O.C.

CFS FRAMED WALL (PER WALL TYPE)

5/8" MOISTURE RESISTANT

GWB, PTD. TYP.

EXISTING CONCRETE SLAB

UNAUTHORIZED ALTERATION OR ADDITION TO THIS

DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW. COPYRIGHT ©

2026 ALL RIGHTS RESERVED SARATOGA ASSOCIATES

SARATOGA ASSOCIATES PROJECT #

Plot Date:

REVISIONS

PHASE:

DATE:

CHECKED BY:

DRAWN BY:

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A600DETAILS

2025-116.10

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RDD

BID SET

5/22/26

ACM

RENOVATION AND

PAVILION PROJECT

NO DATE DESCRIPTION DRAWN CHK

1 6/12/2026 Revision 1

3" = 1'-0"

OVERHEAD DOOR JAMB DETAIL

1" = 1'-0"

CABINET SECTION DETAIL

1" = 1'-0"

SECTION DETAIL AT CONCESSION WINDOW

1 1/2" = 1'-0"

WALL DETAIL - EXTERIOR SILL 1

1 1/2" = 1'-0"

WALL DETAIL - EXTERIOR HEAD

1 1/2" = 1'-0"

WALL DETAIL - EXTERIOR SILL 2

1 1/2" = 1'-0"

WALL DETAIL - INTERIOR HEAD

1 1/2" = 1'-0"

WALL DETAIL - INTERIOR SILL

GENERAL DOOR AND WINDOW NOTES

1. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL

DIMENSIONS PRIOR TO CONSTRUCTION AND ORDERING MATERIALS.

2. DOOR, SIDELIGHTS, TRANSOM AND FRAME TO BE PRODUCED AS ONE

SYSTEM BY SAME MANUFACTURER

3. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS FOR THE INSTALLATION OF THE DOOR SYSTEMS.

4. SUBMIT SHOP DRAWINGS OF DOORS INCLUDING DOOR TYPE, DOOR

DESIGN NUMBER, DOOR SIZE, HARDWARE TYPES AND LOCATIONS,

HARDWARE BLOCKING REQUIREMENTS AND LOCATION, PANEL

LAYOUT, AND FINISHING.

5. CONTRACTOR TO PROVIDE FLASHING AT HEAD, JAMBS, AND SILL OF

EACH EXTERIOR DOORS AND WINDOWS. ALL EXTERIOR WINDOWS AND

DOORS SHALL BE PROPERLY FLASHED AND SEALED.

6. SEE WALL SECTIONS AND INTERIOR ELEVATIONS FOR WINDOW SILL

HEIGHTS.

9"

T O

B A

S E

L

IN

E O

F C

H A

R A

C T

E R

S

M

IN

T

O

M A

X A

.F .F

NOTE: LOCATE SIGNS ON LATCH SIDE OF DOOR

(IF NOT POSSIBLE LOCATE ON NEAREST ADJACENT WALL

OR RIGHT SIDE OF RIGHT HAND DOOR AT DOUBLE DOORS)

KICK PLATE ON

PUSH SIDE OF DOOR

D O

O R

H A

N D

L E

H E

IG

H

T

HINGES, EQUALLY

SPACED, TYP WHERE

SHOWN.

PUSH PLATE ON

PUSH SIDE OF

DOOR

SEE SPEC SECTION

087100 FOR LOCK

TYPES

M

IN

H E

IG

H

T

WIDTH

H E

IG

H

T

WIDTH

REF. MECH. DWGS.

FOR LOUVER SIZE

D-A D-B

2"

F-A

2"

F-B

DOOR PER DOOR

SCHEDULE

HOLLOW METAL

DOOR FRAME

5/8" GWB

EXISTING CMU WALL

2x WD FURRING

WATERPROOFING

POLY-ASH SIDING

1x POLY-ASH TRIM

GROUT AND TILE

SEALANT AT PERIMETER,

BOTH SIDES

1x WD FURRING, 16" O.C.

DOOR, PER

DOOR SCHEDULE

HOLLOW METAL

DOOR FRAME 5/8" GWB

3 5/8" METAL STUD

DOOR PER DOOR

SCHEDULE

HOLLOW METAL

MASONRY DOOR FRAME

2x WD FURRING

WATERPROOFING

POLY-ASH SIDING

1x POLY-ASH TRIM

5/8" GWB

NEW LINTEL PER STR. DWG.

SEALANT AT PERIMETER,

BOTH SIDES

FLASHING 1x WD FURRING, 16" O.C.

DOOR PER DOOR

SCHEDULE

HOLLOW METAL

DOOR FRAME

BEYOND

1x POLY-ASH

TRIM BEYOND

DOOR THRESHOLD

AND SWEEP PER

SPECIFICATIONS

DOOR, PER

DOOR SCHEDULE

HOLLOW METAL

DOOR FRAME

5/8" GWB

3 5/8" METAL STUD

DOOR, PER

DOOR SCHEDULE HOLLOW METAL

DOOR FRAME

UNAUTHORIZED ALTERATION OR ADDITION TO THIS

DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW. COPYRIGHT ©

2026 ALL RIGHTS RESERVED SARATOGA ASSOCIATES

SARATOGA ASSOCIATES PROJECT #

Plot Date:

REVISIONS

PHASE:

DATE:

CHECKED BY:

DRAWN BY:

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A800

DOOR AND

WINDOW

SCHEDULES

2025-116.10

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RDD

BID SET

5/22/26

ACM

RENOVATION AND

PAVILION PROJECT

DOOR AND FRAME SCHEDULE

DOOR FRAME HARDWARE

FIRE

RATING

COMMENTSDOOR

NO.

NO. OF

LEAVES

SIZE

ELEV.

TYPE

MAT'L

FIN.

TYPE

GLASS

DETAIL

ELEV.

TYPE

MAT'L

FIN.

TYPE

SET NO.

(SEE

SPECS.)WIDTH HEIGHT HEAD JAMB SILL

01 1 3' - 0" 7' - 0" RR STEEL PTD N/A 9/A800 8/A800 10/A800 F-B STEEL PTD 001 NONE MASONRY FRAME

02 1 2' - 8" 7' - 0" D-L STEEL PTD N/A 9/A800 8/A800 10/A800 F-B STEEL PTD 001 NONE MASONRY FRAME

03 1 2' - 8" 7' - 0" D-L STEEL PTD N/A 9/A800 8/A800 10/A800 F-B STEEL PTD 001 NONE MASONRY FRAME

04 1 3' - 0" 6' - 8" D-A STEEL PTD N/A 6/A800 5/A800 7/A800 F-A STEEL PTD 002 NONE

05 1 2' - 4" 6' - 8" D-B STEEL PTD N/A 6/A800 5/A800 7/A800 F-A STEEL PTD 002 NONE

06 1 3' - 0" 7' - 0" D-K STEEL PTD N/A 9/A800 8/A800 10/A800 F-B STEEL PTD 003 NONE MASONRY FRAME

3/8" = 1'-0"

ROOM DESIGNATION

1/2" = 1'-0"

DOOR HARDWARE LOCATIONS

NO DATE DESCRIPTION DRAWN CHK

1 6/12/2026 Revision 1

1/2" = 1'-0"

DOOR ELEVATIONS

1/2" = 1'-0"

DOOR FRAME ELEVATOINS

1 1/2" = 1'-0"

EXTERIOR DOOR JAMB DETAIL

1 1/2" = 1'-0"

INTERIOR DOOR JAMB DETAIL

1 1/2" = 1'-0"

EXTERIOR DOOR HEAD DETAIL

1 1/2" = 1'-0"

EXTERIOR DOOR SILL DETAIL

1 1/2" = 1'-0"

INTERIOR DOOR HEAD DETAIL

1 1/2" = 1'-0"

INTERIOR DOOR SILL DETAIL

GENERAL WALL TYPE NOTES

1. ALL STUDS AND FURRING CHANNELS ARE 16" O.C.,

UNLESS NOTED OTHERWISE.

2. REFER TO ROOM FINISH SCHEDULE FOR WALL FINISHES.

3. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE

MASONRY UNIT WALLS.

4. AT WALL MOUNTED CABINETS AND SHELVING, STUDS TO

BE SECURE TO TOP AND BOTTOM WALL PLATES.

PROVIDE DIAGONAL BRACING FROM 12" ABOVE. FINISH

CEILINGS TO BOTTOM OF STRUCTURE AT 32" O.C. WHERE

DIAGONAL BRACING IS INTERRUPTED BY BUILDING

SYSTEMS OF OTHER TRADES, PROVIDE ADDITIONAL

LATERAL BRACING. WHERE SHELVING STANDARDS ARE

NOT SECURED TO STUDS, PROVIDE HORIZONTAL CLEATS

IN WALL SPANNING BETWEEN STUDS, HORIZONTAL

SPANNING NOT TO EXCEED 18" O.C.

5. ALL GWB TO BE WATER AND MOLD RESISTANT.

6. REFER TO STRUCTURAL DRAWINGS FOR

REINFORCEMENT REQUIREMENTS AND ADDITIONAL

DETAILS REGARDING WALL CONSTRUCTION.

EXTERIOR

WATERPROOFING MEMBRANE

EXISTING 6" CMU

5/8" GWB

POLY-ASH SIDING

2x WD FURRING SPACED MAX 24" O.C.

1x WD FURRING SPACED 16" O.C.

EXTERIOR

POLY-ASH SIDING

5/8" PLYWOOD

3 5/8" METAL STUD @ 16" O.C.

5/8" GWB

EXTERIOR

POLY-ASH SIDING

5/8" PLYWOOD

3 5/8" METAL STUD @ 16" O.C.

EXTERIOR

WATERPROOFING MEMBRANE

NEW 6" CMU

5/8" GWB

POLY-ASH SIDING

2x WD FURRING SPACED MAX 24" O.C.

1x WD FURRING SPACED 16" O.C.

5/8" GWB

3 5/8" METAL STUD @ 16" O.C.

5/8" GWB

5/8" GWB

6" METAL STUD @ 16" O.C.

5/8" GWB

UNAUTHORIZED ALTERATION OR ADDITION TO THIS

DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW. COPYRIGHT ©

2026 ALL RIGHTS RESERVED SARATOGA ASSOCIATES

SARATOGA ASSOCIATES PROJECT #

Plot Date:

REVISIONS

PHASE:

DATE:

CHECKED BY:

DRAWN BY:

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A801WALL TYPES

2025-116.10

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RDD

BID SET

5/22/26

ACM

RENOVATION AND

PAVILION PROJECT

A: EXTERIOR METAL STUD

B: EXTERIOR CMU

E: INTERIOR METAL STUD

A1 A2

B1 B2

E1 E2

NO DATE DESCRIPTION DRAWN CHK

1 6/12/2026 Revision 1

Randall Park Restroom Renovation 081113 - 1 Hollow Metal Doors And Frames

SECTION 081113

HOLLOW METAL DOORS AND FRAMES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Non-fire-rated hollow metal doors and frames.

B. Thermally insulated hollow metal doors with frames.

1.02 RELATED REQUIREMENTS

A. Section 087100 - Door Hardware.

1.03 REFERENCE STANDARDS

A. ADA Standards - 2010 ADA Standards for Accessible Design; 2010.

B. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames and Frame Anchors; 2022.

C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2017.

D. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2020.

E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy- Coated (Galvannealed) by the Hot-Dip Process; 2015.

F. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High- Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Required Hardness, Solution Hardened, and Bake Hardenable; 2021a.

G. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength;

2014.

H. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2017.

I. NAAMM HMMA 840 - Guide Specifications For Receipt, Storage and Installation of Hollow Metal Doors and Frames; 2017.

1.04 SUBMITTALS

A. See Section 013000 - Administrative Requirements for submittal procedures.

B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes; and one copy of referenced standards/guidelines.

C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and any indicated finish requirements.

D. Samples: Submit two samples of metal, 2 by 2 inches (51 by 51 mm) in size, showing factory finishes, colors, and surface texture.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Provide hollow metal doors and frames from SDI Certified manufacturer:

https://steeldoor.org/sdi-certified/#sle.

B. Maintain at project site copies of reference standards relating to installation of products specified.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.

Randall Park Restroom Renovation 081113 - 2 Hollow Metal Doors And Frames

B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted finish.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Hollow Metal Doors and Frames:

1. Ceco Door, an Assa Abloy Group company; _____: www.assaabloydss.com/#sle.

2. Steelcraft, an Allegion brand; ____: www.allegion.com/#sle.

3. Or approved equal.

2.02 PERFORMANCE REQUIREMENTS

A. Requirements for Hollow Metal Doors and Frames:

1. Steel Sheet: Comply with one or more of the following requirements; galvannealed steel complying with ASTM A653/A653M, cold-rolled steel complying with ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steel complying with ASTM A1011/A1011M, commercial steel (CS) Type B, for each.

2. Accessibility: Comply with ICC A117.1 and ADA Standards.

B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with the specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.

2.03 HOLLOW METAL DOORS

A. Door Finish: Factory primed and field finished.

B. Type 1 , Exterior Doors:

1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).

a. Level 2 - Heavy-duty.

b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4.

c. Model 1 - Full Flush.

d. Door Face Metal Thickness: 18 gauge, 0.042 inch (1.0 mm), minimum.

e. Zinc Coating: A60/ZF180 galvannealed coating; ASTM A653/A653M.

2. Door Thickness: 1-3/4 inches (44.5 mm), nominal.

C. Type 2 , Interior Doors, Non-Fire-Rated:

1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).

a. Level 1 - Standard-duty.

b. Physical Performance Level C, 250,000 cycles; in accordance with ANSI/SDI A250.4.

c. Model 1 - Full Flush.

d. Door Face Metal Thickness: 20 gauge, 0.032 inch (0.8 mm), minimum.

e. Zinc Coating: A60/ZF180 galvannealed coating; ASTM A653/A653M.

2. Door Thickness: 1-3/4 inches (44.5 mm), nominal.

2.04 HOLLOW METAL FRAMES

A. Comply with standards and/or custom guidelines as indicated for corresponding door in accordance with applicable door frame requirements.

B. Exterior Door Frames: Knock-down type.

1. Weatherstripping: Separate, see Section 087100.

C. Interior Door Frames, Non-Fire Rated: Knock-down type.

2.05 FINISHES

A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.

Randall Park Restroom Renovation 081113 - 3 Hollow Metal Doors And Frames

2.06 ACCESSORIES

A. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door, three on center mullion of pairs, and two on head of pairs without center mullions.

B. Temporary Frame Spreaders: Provide for factory- or shop-assembled frames.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

C. Verify that finished walls are in plane to ensure proper door alignment.

3.02 PREPARATION

3.03 INSTALLATION

A. Install doors and frames in accordance with manufacturer's instructions and related requirements of specified door and frame standards or custom guidelines indicated.

B. Coordinate frame anchor placement with wall construction.

C. Install door hardware as specified in Section 087100.

3.04 TOLERANCES

A. Maximum Diagonal Distortion: 1/16 inch (1.6 mm) measured with straight edge, corner to corner.

3.05 ADJUSTING

A. Adjust for smooth and balanced door movement.

B. Adjust sound control doors so that seals are fully engaged when door is closed.

END OF SECTION