654321-25-FAC-0017-6.pdf

ADDENDUM NO. 6

ITB 25-FAC-0017 – Building Improvements @ Dwight D. Eisenhower School 3700 Tall Pines Drive New Orleans, LA 70131

Architect’s Project No. M25-001

For Owner: Orleans Parish School Board

Architect: Modus Inc. Architects and Planners 2300 Marengo Street New Orleans, LA. 70115

TO: All PLAN HOLDERS

Date Issued: September 30, 2026

QUESTION: The Contract Documents contain conflicting and incomplete information regarding Entry 1 and Entry 2. Sheets A-4.0 and A-4.1 issued with Addendum No. 2 identify these entrances as new storefront systems; however, other door information references hollow metal construction. Additionally, the details shown on Sheet A-5.0 appear to depict aluminum storefront/entrance assemblies. The Entries referenced in the question are storefronts. Division 08 – Openings of the Project Specifications includes Section 08 71 00 – Door Hardware, but we have not located a specification section for either hollow metal doors and frames or aluminum-framed entrances/storefronts. Please clarify the following: Confirm the required construction of the doors and frames at Entry 1 and Entry 2, including whether these assemblies are to be hollow metal or aluminum storefront/entrance construction. Provide the applicable specification section(s) for the required door and frame assemblies, including material, construction, finish, glazing, and other requirements necessary for bidding. If these entrances are intended to be aluminum storefront systems, please confirm the extent of the aluminum storefront framing associated with Entry 1 and Entry 2. ANSWER: Entry 1 and Entry 2 are hollow metal and are depicted and dimensioned in window type ‘A’/A-4.1. Attached please find specification section 08 11 10 HOLLOW METAL DOORS AND FRAMES. The details shown on Sheet A-5.0 are diagrammatic and the notes are generic. To be clear, there is only one aluminum storefront door and that is door #09. All other doors and door assemblies are to be Hollow Metal. Door #14 is deleted as part of this Addendum. See revised A-4.0 and A-4.1, attached. The courtyard door #09 is mislabeled in the notes below the door schedule as "NEW HM STOREFRONT STYLE DOOR/MATCH EXISTING" which I have revised in Addendum 6.

Additionally attached please find specification section 09 90 00 PAINTS AND COATINGS.

September 30, 2026 Addendum No. 6

QUESTION: Provide Pre-Bid Sign in Sheet. ANSWER: Pre-Bid Sign in Sheet Distributed with Addendum 3. Attached again here.

QUESTION: Provide Project Budget. ANSWER: The construction estimate is $440,000.00.

QUESTION: Any RFI Responses (if received). ANSWER: Conventionally, RFI's occur during the construction interval. There have been questions regarding the Bid Documents. Please refer to Addendum 2, distributed to the Bidders and attached again here.

All other terms and conditions of the Solicitation Documents remain unchanged.

Acknowledge receipt of this Addendum in the space provided on the Sealed Bid Form.

END OF ADDENDUM NO. 6

OF SHEETS

SHEET:

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OF SHEETS

SHEET:

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NO. DATE REVISION

DATE:

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DRAWN BY

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Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001 New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

STEEL DOORS AND FRAMES

08 11 10

SECTION 08 11 10

STEEL DOORS AND FRAMES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Steel doors and steel frames.

1.2 REFERENCES

A. ANSI/NFPA 80 - Standard for Fire Doors and Windows.

B. ANSI A115.IG - Installation Guide for Doors and Hardware

C. ANSI A250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames.

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

E. ANSI A250.11, Recommended Erection Instructions for Steel Frames.

F. ASTM E 152 - Standard Methods of Fire Tests of Door Assemblies.

G. ASTM A 366/A 366M - Standard Specification for Commercial Steel (CS) Sheet, Carbon, (0.15 Maximum Percent) Cold-Rolled.

H. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-coated (Galvannealed) by the Hot-Dip Process.

I. A 924 - Specification for General Requirements for Steel Sheet, Metallic Coated by the Hot Dip Process

J. ASTM A 1008/A 1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

K. HMMA-820 TN03 - Guidelines for Glazing of Hollow Metal Transoms,Sidelights and Windows

L. NYC MEA 142-98-M Vol. II - E.Fire Door Assemblies: Accepted for use City of New York, Department of Buildings.

M. NFPA 252 - Standard Methods of Fire Tests for Door Assemblies.

N. UL 10B - Standard for Fire Tests of Door Assemblies.

O. UL 10C - Positive Pressure Fire Tests of Door Assemblies.

P. UL 63 - Outline of Investigation for Fire Door Frames

Q. U.S. Green Building Council, LEED Building Design and Construction (BD+C)Version 4.0 Rating System. (LEED v4.0)

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08 11 10

1.3 SUBMITTALS

A. Submit under provisions of Section 01 30 00 - Administrative Requirements.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Shop Drawings: Include schedule identifying each unit, with door marks or numbers referencing drawings. Show layout, profiles, product components and anchorages.

1. Indicate frame configuration, anchor types and spacing, location of cutouts for hardware, reinforcement, to ensure doors and frames are properly prepared and coordinated to receive hardware.

2. Indicate door elevations, internal reinforcement, closure method, and cutouts for glass lights and louvers.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: Minimum five years documented experience manufacturing products specified this Section.

B. Installer Qualifications: Minimum five years documented experience installing products specified this Section.

C. All products shall conform to the requirements of ANSI A250.8 Recommended Specifications for Standard Steel Doors and Frames".

D. Fire Rated Doors and Frames:

1. Doors and frames shall be tested in accordance with UL 10B, "Fire Tests of

Door Assemblies", NFPA 252, "Fire Tests of Door Assemblies", and UL 10C, "Positive Pressure Fire Tests of Door Assemblies".

2. Doors and frames must have an approved marking or physical label, applied by an authorized facility, in accordance with the procedure set forth by an independent certification agency.

3. Fire door assemblies in exit enclosures and exit passageways; maximum transmitted temperature end point rating of not more than 250 degrees F (121 degrees C) above ambient at the end of 30 minutes of the standard fire test exposure.

4. Conform to applicable codes for fire ratings. It is the intent of this specification that hardware and its application comply or exceed the standards for labeled openings. In case of conflict between types required for fire protection, furnish type required by NFPA and UL.

E. Fire Door Assemblies: Accepted for use City of New York, Department of Buildings MEA 142-98-M Vol. II. UL tested in accordance with ASTM E 152, 3 hr for:

1. Single Swing doors not exceeding 48 inches wide by 96 inches high or 46 inches wide by 102 inches high or 40 inches wide by 108 inches high; Doors swinging in pairs with single point latches 96 inches high or 80 inches wide by 108 inches high.

F. Stairwell Doors shall have a 250 degree F temperature rise rating (30 minute fire test duration.) The fire label on the door shall indicate the specific hourly rating.

1.5 DELIVERY, STORAGE, AND HANDLING

New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

STEEL DOORS AND FRAMES

08 11 10

A. Store products in manufacturer's unopened packaging until ready for installation.

B. Store doors vertically in a dry area, under a proper vented cover. Place on 4 inch (102 mm) high wood sills to prevent rust or damage. Provide 1/4-inch (6 mm) space between doors to promote air circulation.

C. Store frames in an upright position with heads uppermost under cover. Place on 4 inch (102 mm) high wood sills to prevent rust and damage. Store assembled frames five units maximum in a stack with 2 inch (51 mm) space between frames to promote air circulation.

D. Do not use non-vented plastic or canvas shelters to prevent rust or damage.

E. Should wrappers become wet, remove immediately.

1.6 SEQUENCING

A. Ensure that locating templates and other information required for installation of products of this section are furnished to affected trades in time to prevent interruption of construction progress.

B. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

1.7 COORDINATION

A. Coordinate Work with other directly affected sections involving manufacture or fabrication of internal cutouts and reinforcement for door hardware, electric devices and recessed items.

B. Coordinate Work with frame opening construction, door and hardware installation.

C. Sequence installation to accommodate required door hardware.

D. Verify field dimensions for factory assembled frames prior to fabrication.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Galaxy Building Products or equal

B. Substitutions: permitted.

C. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.

D. Provide all steel doors and frames from a single manufacturer.

2.2 DOORS

A. General: Construct exterior/interior doors to the following designs and gages:

1. Exterior Doors: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class A60:

a. Thickness:

1) 18 gage (1 mm).

2) 16 gage (1.3 mm).

New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

STEEL DOORS AND FRAMES

08 11 10

3) 14 gage (1.7 mm).

b. Include galvannealed components and internal reinforcements with galvannealed doors.

c. Close tops of exterior swing-out doors to eliminate moisture penetration. Galvannealed steel top caps are permitted.

2. Interior Doors: Cold-rolled steel, ASTM A 1008/A 1008M:

a. Thickness:

1) 20 gage (0.8 mm).

2) 18 gage (1 mm).

3) 16 gage (1.3 mm).

4) 14 gage (1.7 mm).

3. Interior Doors: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class A60:

a. Thickness:

1) 20 gage (0.8 mm).

2) 18 gage (1 mm).

3) 16 gage (1.3 mm).

4. Include galvannealed components and internal reinforcements.

5. Prime Finish Doors: Clean, phosphatize and factory prime painted doors indicated on Door Schedule as HM.

6. Glass moldings and stops:

a. Fabricate from 24 gage (0.5 mm) steel conforming to:

1) Interior openings ASTM designation A 366 cold rolled steel.

2) Exterior openings ASTM designation A 924 Zinc-Iron

Alloy-Coated galvannealed steel with a zinc coating of 0.06 ounces per square foot (A60) for exterior openings.

b. Install trim into the door as a four sided welded assembly with mitered, reinforced and welded corners.

c. Trim: identical on both sides of the door.

d. Exposed fasteners are not permitted.

e. Labeled and non-labeled doors: use the same trim.

f. Acceptable mounting methods:

1) Fit into a formed area of the door face, not extending beyond the door face, and interlocking into the recessed area

2) Cap the cutout not extend more than 1/16 inch (1.6 mm) from the door face.

7. Hardware Reinforcements:

a. Hinge reinforcements for full mortise hinges: minimum 7 gage (4.76 mm).

b. Lock reinforcements: minimum 16 gage (1.3 mm).

c. Closer reinforcements: minimum 14 gage (1.7 mm) steel, 20-inch (508

mm) long.

d. Galvannealed doors: include galvannealed hardware reinforcements.

e. Projection welded hinge and lock reinforcements to the edge of the door.

f. Provided adequate reinforcements for other hardware as required.

B. Full Flush Doors:

1. Door Thickness: 1-3/4 inches (45 mm).

2. Door faces reinforced and sound deadened as follows:

a. Honeycomb Core: Reinforced, stiffened, sound deadened and insulated with impregnated Kraft honeycomb core completely filling the inside of the doors and laminated to inside faces of both panels using contact adhesive applied to both panels and honeycomb core.

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PROJECT NO.: ITB25-FAC-0017

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08 11 10

b. Steel Stiffened Core: Vertical stiffeners, hat-shaped, minimum 20 gage (0.8 mm) steel, type same as face sheet material, spaced 6 inches (150 mm) apart and welded to inside of face sheets 5 inches (127 mm) on center; full-thick glass fiber insulation between stiffeners.

3. Vertical edge seams: Provide doors with continuous vertical mechanical inter-locking joints at lock and hinge edges. Finish edges as follows:

a. Visible Interlocked Edge: Continuous vertical mechanical interlocking joints with visible edge seams and continuous bead of structural epoxy in internal vertical connection

b. Filled Vertical Edges (F): Continuous vertical mechanical interlocking joints with internal epoxy seal; edge seams epoxy filled and ground smooth.

c. Welded Vertical Edges (W): Continuous vertical mechanical interlocking joints; edge seams welded, epoxy filled, and ground smooth.

4. Bevel hinge and lock door edges 1/8 inch (3 mm) in 2 inches (50 mm).

Square edges on hinge and/or lock stiles are not acceptable.

5. Reinforce top and bottom of doors with galvannealed 14 gage (1.7 mm), welded to both panels.

6. Glazing Bead: Formed steel sheet.

7. Fire Rating: Supply door units bearing Labels for fire ratings indicated in Door

Schedule for the locations indicated.

C. Temperature Rise Doors:

1. Door Thickness: 1-3/4 inches (45 mm).

2. Mineral Fiber Core: Full 1-3/4 inches (45 mm) mineral fiber core material designed to comply with the 250 degrees F (121 degrees C) maximum temperature rise rating.

3. Vertical edge seams: Provide doors with continuous vertical mechanical inter-locking joints at lock and hinge edges. Finish edges as follows:

a. Visible Interlocked Edge: Continuous vertical mechanical interlocking joints with visible edge seams and continuous bead of structural epoxy in internal vertical connection

b. Filled Vertical Edges (F): Continuous vertical mechanical interlocking joints with internal epoxy seal; edge seams epoxy filled and ground smooth.

c. Welded Vertical Edges (W): Continuous vertical mechanical interlocking joints; edge seams welded, epoxy filled, and ground smooth.

4. Bevel hinge and lock door edges 1/8 inch (3 mm) in 2 inches (50 mm).

Square edges on hinge and/or lock stiles are not acceptable.

5. Reinforce top and bottom of doors with galvannealed 14 gage (1.7 mm), welded to both panels.

6. Fire Rating: Supply door units bearing Labels for fire ratings indicated in Door Schedule for the locations indicated.

2.3 DOOR FRAMES

A. General: Construct exterior/interior metal door frames to the following designs and gages;

1. Exterior Frames: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class A60:

a. Thickness:

1) 16 gage (1.3 mm).

2) 14 gage (1.7 mm).

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08 11 10

2. Interior Frames in Masonry: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class A60, galvannealed steel.

a. Thickness:

1) 16 gage (1.3 mm).

2) 14 gage (1.7 mm).

3. Interior Frames in stud wall construction: cold rolled steel, ASTM A 1008/A 1008M.

a. Thickness:

1) 18 gage (1 mm).

2) 16 gage (1.3 mm).

3) 14 gage (1.7 mm).

4. Interior KD Drywall Frames (Pressure Fit): cold rolled steel, ASTM A 1008/A 1008M.

a. Thickness:

1) 18 gage (1 mm).

2) 16 gage (1.3 mm).

3) 14 gage (1.7 mm).

5. Include galvannealed components and internal reinforcements with galvannealed frames.

6. Electrical Requirements: Coordinate all electrical requirements for doors and frames. Make provisions for installation of electrical items so that wiring can be readily removed and replaced.

a. Provide cutouts and reinforcements required for metal door frame to accept electric components.

b. Frame with Electrical Hinges: Weld UL listed grout guard cover box welded over center hinge reinforcing. Top or bottom hinge locations are not permitted.

c. Provide cutouts and reinforcements required to accept security system components.

d. Coordinate with Section 08 71 53 - Security Door Hardware for electrified hardware items.

B. Flush Steel Frames:

1. Construction: Three-piece knock-down frames; mitered joints, with locking tab at each head and jamb intersection.

2. Construction: Factory-welded three sided frames in accordance with UL 63.

a. Face welded: Weld miter joints between head and jamb faces completely along their length either internally or externally. The remaining elements of the frame profile (soffit, stop and rabbets) are not welded. Grind and finish face joints smooth.

b. Full profile welded:

1) Weld miter joints between head and jamb faces completely along their length either internally or externally.

2) Internally weld perimeter profile joints full length of soffit and rabbets with hairline seams on external meeting surfaces. Grind and finish face joints smooth.

3. Profile:

a. 2 inches (51 mm) face dimension with 5/8 inch (16 mm) high stop, and types and throat dimensions indicated on the Door Schedule.

b. 1 inch (25 mm) face dimension with 5/8 inch (16 mm) high stop, and types and throat dimensions indicated on the Door Schedule.

c. Custom special face dimension with 5/8 inch (16 mm) high stop, and types and throat dimensions indicated on the Door Schedule.

4. Provide following reinforcement and accessories:

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a. Hinge Preparation for 4-1/2 inches (114 mm) high, standard weight, or heavy weight, full mortise hinges; with plaster guard.

b. Hinge Preparation for 5 inch (127 mm) high, universal standard weight, or heavy weight, full mortise hinges; with plaster guard.

c. Strike preparation (single doors) for 4-7/8 inch (123 mm) universal strike; with plaster guard.

d. Silencers. Prepare frames to receive inserted type door silencers, 3 per strike jamb on single doors, and 2 per head for pair of doors. Stick-on silencers are not permitted.

5. Fire Rating: Supply frame units bearing Labels for fire ratings indicated in Door Schedule for the locations indicated.

6. Finish: Factory prime finish in accordance with ANSI A 250.10.

C. Steel Frames for Drywall:

1. Profile:

a. Profile: 2 inches (51 mm) face dimension, 1/2 inch (13 mm) backbend with 5/16 inch (8 mm) return, 5/8 inch (16 mm) high stop, types and throat dimensions indicated.

2. Provide following reinforcement and accessories:

a. Hinge preparation for 4-1/2 inches (114 mm) high, full mortise hinges,

0.134 inch (3.4 mm) or 0.180 inch (4.6 mm) leaf thickness.

b. Strike preparation (single doors) for 4-7/8 inch (125 mm) universal strike; with plaster guard.

c. Closer reinforcement: minimum 14 gage (1.7 mm) steel.

d. Projection weld hinge and strike reinforcements to the door frame.

e. Provide metal plaster guards for all mortised cutouts.

f. Include galvannealed hardware reinforcements in all galvannealed frames.

g. Silencers. Prepare frames to receive inserted type door silencers, 3 per strike jamb on single doors, and 2 per head for pair of doors. Stick-on silencers are not permitted.

3. Anchors: Locate adjustable anchors in each jamb 4 inches (102 mm) from the top of the door opening to hold frame in rigid alignment.

a. Provide 14 ga. pressure anchors used in conjunction with base floor clips as required.

4. Fire Rating: Supply frame units bearing Labels for fire ratings indicated in

Door Schedule for the locations indicated.

5. Finish: Factory prime finish.

2.4 ACCESSORIES

A. Anchors: Manufacturer's standard framing anchors, specified in manufacturer's printed installation instructions for project conditions.

B. Astragals for pairs of doors: Manufacturer's standard for labeled and non-labeled openings.

C. Plaster Guards: Same material as door frame, minimum 24 gage (0.5 mm) minimum; provide for all strike boxes.

D. Silencers: Resilient rubber, Inserted type, three per strike jamb for single openings and two per head for paired openings. Stick-on silencers shall not be permitted except on hollow metal framing systems.

E. FABRICATION

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Steel Frames:

1. Three-piece knock-down frames: Head and jamb intersecting corners die-cut, mitered at 45 degrees, with locking tabs for rigid connection when assembled.

2. Factory-welded frames: Head and jamb intersecting corners mitered at 45 degrees, with back welded joints ground smooth.

a. Continuous faceweld the joint between the head and jamb faces along their length either internally or externally. Grind, prime paint, and finish smooth face joints with no visible face seams.

b. Externally weld, grind, prime paint, and finish smooth face joints at meeting mullions or between mullions and other frame members per a current copy of ANSI A250.8.

c. Provide temporary steel spreaders (welded to the jambs at each rabbet of door openings) on welded frames during shipment. Remove temporary steel spreaders prior to installation of the frame.

3. Provide cutouts and reinforcements required for electrical and security components specified elsewhere in this specification.

2.5 FINISHES

A. Chemical Treatment: Treat steel surfaces to promote paint adhesion.

B. Factory Prime Finish: Meet requirements of ANSI A250.10.

PART 3 EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. Verify that substrate conditions are acceptable for installation of doors and frames in accordance with manufacturer's installation instructions and technical bulletins.

C. Verify door frame openings are installed plumb, true, and level.

D. Select fasteners of adequate type, number, and quality to perform intended functions.

E. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Install frames plumb, level, rigid and in true alignment in accordance with ANSI A250.11, "Recommended Erection Instructions for Steel Frames" and ANSI A115.IG, "Installation Guide for Doors and Hardware".

C. All frames other than slip-on types shall be fastened to the adjacent structure to

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PROJECT NO.: ITB25-FAC-0017

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08 11 10 retain their position and stability. Drywall slip-on frames shall be installed in prepared wall openings, and shall use pressure type and sill anchors to maintain stability.

D. Where grouting is required in masonry installations, frames shall be braced or fastened to prevent the pressure of the grout from deforming the frame members.

Grout shall be mixed to provide a 4 inch (102 mm) maximum slump and hand troweled into place. Grout mixed to a thin "pumpable" consistency shall not be used.

E. Install fire-rated doors and frames in accordance with NFPA 80 and local code authority requirements.

F. Install doors to maintain alignment with frames to achieve maximum operational effectiveness and appearance. Adjust to maintain perimeter clearances as required.

Shim as needed to assure the proper clearances are achieved.

G. Glaze and seal exterior transom, sidelight and window frames in accordance with

HMMA-820 TN03.

H. Install hardware as specified in Section 08 71 53 - Security Door Hardware in accordance with the hardware manufacturer's recommendations and templates.

ANSI A115.IG, "Installation Guide for Doors and Hardware" shall be consulted for other pertinent information.

3.4 CLEARANCES

A. Clearance between the door and frame head and jambs for both single swing and pairs of doors shall be 1/8 inch (3.2 mm).

B. Clearance between the meeting edges of pairs of doors shall be 3/16 inch plus or minus 1/16 inch (5 mm plus or minus 1.6 mm). For fire rated applications, the clearance between the meeting edges of pairs of doors shall be 1/8 inch plus or minus 1/16 inch (3.2 mm plus or minus 1.6 mm).

C. Bottom clearance shall be 3/4 inch (19 mm) (Standard).

D. The clearance between the face of the door and door stop shall be 1/16 inch to 1/8 inch (1.6 mm plus or minus 3.2 mm).

E. All clearances shall be, unless otherwise specified, subject to a tolerance of plus or minus 1/32 inch (.4 mm).

3.5 ADJUSTING AND CLEANING

A. Adjust doors for free swing without binding.

B. Adjust hinge sets, locksets, and other hardware. Lubricate using a suitable lubricant compatible with door and frame coatings.

C. Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. Clean installed products in accordance with manufacturer's instructions before owner's acceptance.

D. Remove from project site and legally dispose of construction debris associated with this work.

3.6 PROTECTION

New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

STEEL DOORS AND FRAMES

08 11 10

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

SECTION 09 90 00

PAINTS AND COATINGS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Exterior Paint Systems: Surface preparation and field painting of exposed exterior items and surfaces.

B. Exterior stain and natural finish woodwork systems.

C. Interior Paint Systems: Surface preparation and field painting of exposed interior items and surfaces.

E. Exterior High Performance Coating Systems: Surface preparation and field application of exterior high-performance coating systems to items and surfaces scheduled.

F. Interior High Performance Coating Systems: Surface preparation and field application of interior high-performance coating systems to items and surfaces scheduled.

1.2 RELATED SECTIONS

A. Section 03 30 00 - Cast-in-Place Concrete.

C. Section 05 50 00 - Metal Fabrications.

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001 New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

E. Section 08 11 13.13 - Standard Hollow Metal Doors and Frames.

1.3 REFERENCES

A. American Society for Testing and Materials (ASTM) D16 - Standard Terminology for

Paint, Related Coatings, Materials, and Applications.

1.4 DEFINITIONS

A. General: Standard coating terms in accordance with ASTM D523

1. Gloss Level 1 (Flat): Not more than 5 units at 60 degrees and 10 units at 85 degrees, in accordance with ASTM D523.

2. Gloss Level 2 (Low Sheen): Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, in accordance with ASTM D523.

3. Gloss Level 3 (Eggshell): 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, in accordance with ASTM D523.

4. Gloss Level 4 (Satin): 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, in accordance with ASTM D523.

5. Gloss Level 5 (Semi-Gloss): 35 to 70 units at 60 degrees, in accordance with ASTM D523.

6. Gloss Level 6 (Gloss): 70 to 85 units at 60 degrees, in accordance with ASTM D523.

7. Gloss Level 7 (High-Gloss): More than 85 units at 60 degrees, in accordance with ASTM

D523.

system5 Cross-Out system5 Stamp system5 Stamp

B. Environments: The following terms distinguish between different corrosive exposures:

1. Severe Environments: Highly corrosive industrial atmospheres. Sustained exposure to high humidity and condensation and with frequent cleaning using strong chemicals. Environments with heavy concentrations of strong chemical fumes and frequent splashing and spilling of harsh chemical products are severe environments.

2.

3.

1.5 SUBMITTALS

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001 New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

Moderate Environments: Corrosive industrial atmospheres with intermittent exposure to high humidity and condensation, occasional mold and mildew development, and regular cleaning with strong chemicals. Environments with exposure to heavy concentrations of chemical fumes and occasional splashing and spilling of chemical products are moderate environments.

Mild Environment: Industrial atmospheres with normal exposure to moderate humidity and condensation, occasional mold and mildew development, and infrequent cleaning with strong chemicals. Environments with low levels of mild chemical fumes and occasional splashing and spilling of chemical products are mild environments. Normal outdoor weathering is also considered a mild environment.

A. Submit under provisions of Section 01 30 00 - Administrative Requirements B. Product Data: For each paint system indicated, including:

1. Material List: An inclusive list of required coating materials. Indicate each material and cross reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification.

2. Preparation instructions and recommendations.

3. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material.

C. Selection Samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns.

D. Verification Samples: For each finish product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: A firm or individual experienced in applying paints and coatings similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in-service performance.

B. Obtain block fillers and primers for each coating system from the same manufacturer as the finish coats.

C. Paint exposed surfaces. If an item or a surface is not specifically mentioned, paint the item, or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Architect will select from standard colors and finishes available.

D. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels.

E. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.

1. Finish areas designated by Architect.

2.

Do not proceed with remaining work until workmanship, color, and sheen areapproved by Architect.

3. Refinish mock-up area as required to produce acceptable work.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label.

B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 degrees F (7 degrees C). Maintain storage containers in a clean condition, free of foreign materials and residue.

1.8 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001 New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

B. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 degrees F (10 and 32 degrees C).

C. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 degrees F (7 and 35 degrees C).

D. Do not apply paint in snow, rain, fog, or mist, when relative humidity exceeds 85 percent, at temperatures less than 5 degrees F (3 degrees C) above the dew point, or to damp or wet surfaces.

1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods.

1.9 EXTRA MATERIALS

A. Furnish extra paint materials from the same production run as the materials applied in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner.

B. Quantity: Furnish Owner with an additional three percent, but not less than 1 gal (3.8 liters) or 1 case, as appropriate, of each material and color applied.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Pittsburgh Paints (formerly PPG Paints), or equal.

B. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.

2.2 PAINT MATERIALS GENERAL

A. Material Compatibility: Provide block fillers, primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.

B. VOC Classification: Provide high-performance coating materials, including primers,

2.3 EXTERIOR PAINT FINISH SYSTEMS

A. Acrylic Finish: Two finish coats over a primer.

1. Substrate:

a. Concrete, stucco, and brick masonry; other than concrete masonry units.

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001 New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

b. Acrylic Finish: Two finish coats over a block filler.

c. Acrylic or Alkyd Finish: Two finish coats over a primer.

d. Acrylic or Alkyd Finish: Two finish coats over a rust-inhibitive primer.

Substrates:

1. Ferrous metal.

2. Aluminum.

2.4 INTERIOR PAINT SYSTEMS

A. Acrylic or Alkyd Finish: Two finish coats over a primer.

1. Substrates

a. Concrete and masonry other than concrete unit masonry.

b. Gypsum board.

c. Plaster.

d. Acoustical plaster.

e. Wood and hardboard.

B. Acrylic or Alkyd Finish: Two finish coats over a block filler.

1. Substrate

a. Concrete Unit Masonry

C. Acrylic or Alkyd Finish: Two finish coats over a primer.

1. Substrate

a. Ferrous Metal

D. Acrylic or Alkyd Finish: Two finish coats over a primer.

1 Substrate

a. Zinc-Coated Metal.

2.7 EXTERIOR HIGH PERFORMANCE COATING SYSTEMS

A. Urethane or Siloxane Finish over Epoxy Primer:

1. Substrates:

a. Concrete and Masonry, other than concrete masonry units.

b. Ferrous Metal.

c. Nonferrous Me tal.

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001 New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

B. Urethane or Siloxane Finish over Epoxy Block Filler:

1. Substrate:

a. Concrete Unit Masonry

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

C. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers.

1. Notify Architect about anticipated problems when using the materials specified over substrates primed by others.

2. If a potential incompatibility of primers applied by others exists, obtain the following from the primer Applicator before proceeding:

a. Confirmation of primer's suitability for expected service conditions.

b. Confirmation of primer's ability to be top coated with materials specified.

3.2 PREPARATION

A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface-applied protection before surface preparation and painting.

1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved.

B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning.

1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces.

C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified.

1. Provide barrier coats over incompatible primers or remove and reprime.

2. Provide barrier coats over incompatible primers or remove primers and reprime substrate.

3. Cementitious Substrates: Prepare concrete, brick, concrete masonry block, and cement plaster surfaces to be coated. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods to prepare surfaces.

a. Use abrasive blast-cleaning methods if recommended by coating manufacturer.

b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not coat surfaces if moisture content exceeds that permitted in manufacturer's written instructions.

4. Wood Substrates: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Smoothly sand surfaces exposed to view and dust off.

a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer, before applying primer.

b. Immediately on delivery, prime edges, ends, faces, undersides, and backsides of wood to be coated.

c. After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried.

5. Ferrous Metal Substrates: Clean ungalvanized ferrous-metal surfaces that have not been shop coated: remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC recommendations.

a. Blast-clean steel surfaces as recommended by coating manufacturer and according to SSPC-SP 10.

b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming.

c. Touch up bare areas and shop-applied prime coats that have been damaged. Wire brush, solvent clean, and touch up with same primer as the shop coat.

6. Nonferrous-Metal Substrates: Clean nonferrous and galvanized surfaces according to manufacturer's written instructions for the type of service, metal substrate, and application required.

a. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods.

D. Material Preparation: Carefully mix and prepare coating materials according to manufacturer's written instructions.

1. Maintain containers used in mixing and applying coatings in a clean condition, free of foreign materials and residue.

2. Stir materials before applying to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into the material. Remove film and, if necessary, strain coating material before using.

3. Use only the type of thinners approved by manufacturer and only within recommended limits.

4. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color of the finish coat but provide sufficient differences in shade of undercoats to distinguish each separate coat.

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001 New Orleans, LA 70131

PROJECT NO.: ITB25-FAC-0017

3.3 APPLICATION

A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied.

B. General: Apply high-performance coatings according to manufacturer's written instructions.

1. Use applicators and techniques best suited for the material being applied.

2. Do not apply high-performance coatings over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to forming a durable coating film.

3. Coating surface treatments, and finishes are indicated in the coating system descriptions.

4. Provide finish coats compatible with primers used.

5. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, convector covers, grilles, covers for finned-tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection.

C. Application Procedures: Apply coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions.

1. The number of coats and film thickness required is the same regardless of application method.

2. Completed Work: Match approved Samples for color, texture, and coverage.

Remove, refinish, or recoat work that does not comply with specified requirements.

3.4 FIELD QUALITY CONTROL

A. Owner reserves the right to invoke the following test procedure at any time and as often as Owner deems necessary during the period when paint is being applied:

1. Owner will engage a qualified independent testing agency to sample paint material being used. Samples of material delivered to Project will be taken, identified, sealed, and certified in the presence of Contractor.

2. Owner may direct Contractor to stop painting if test results show material being used does not comply with specified requirements. Contractor shall remove noncomplying paint from Project site, pay for testing, and repaint surfaces previously coated with the noncomplying paint. If necessary, Contractor may be required to remove noncomplying paint from previously painted surfaces if, on repainting with specified paint, the two coatings are incompatible.

3.5 CLEANING

A. After completing painting, clean glass and paint spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces.

3.6 PROTECTION

A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing, or replacing, and repainting, as approved by Architect.

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001

B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work.

C. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces.

END OF SECTION

Dwight D. Eisenhower School Modus, Inc.

3700 Tall Pines Drive PN: M25-001

ADDENDUM NO. 3

ITB 25‐FAC‐0017 – Building Improvements @ Dwight D. Eisenhower School 3700 Tall Pines Drive New Orleans, LA 70131

Architect’s Project No. M25‐001

For Owner: Orleans Parish School Board

Architect: Modus Inc. Architects and Planners 2300 Marengo Street New Orleans, LA. 70115

TO: All PLAN HOLDERS

Date Issued: September 22, 2026

This Addendum is issued to revise the issue date of Addendum 2 to today September 22, 2026.

This Addendum is issued with the sign‐in sheet for the Pre‐Bid Meeting held September 3, 2026.

All other terms and conditions of the Solicitation Documents remain unchanged.

Acknowledge receipt of this Addendum in the space provided on the Sealed Bid Form.

END OF ADDENDUM NO. 3

ADDENDUM NO. 2

ITB 25‐FAC‐0017 – Building Improvements @ Dwight D. Eisenhower School 3700 Tall Pines Drive New Orleans, LA 70131

Architect’s Project No. M25‐001

For Owner: Orleans Parish School Board

Architect: Modus Inc. Architects and Planners 2300 Marengo Street New Orleans, LA. 70115

TO: All PLAN HOLDERS

Date Issued: September 22, 2026

This addendum modifies the original Solicitation Documents for the Project dated June 15, 2026 (Specifications/Drawings). The items in this addendum shall govern the work, taking precedence over previously issued drawings governing the items mentioned.

Acknowledge receipt of this Addendum in the space provided on the Sealed Bid Form.

A. CHANGES TO AND CLARIFICATIONS OF DRAWINGS:

The following drawings are revised for the project identified as ITB 25‐FAC‐0017 – Building Improvements @ Dwight D. Eisenhower School, 3700 Tall Pines Drive, New Orleans, LA 70131:

Sheet Group Sheet Sheet Name or Description

ARCHITECTURAL A4.0 DOOR LOCATION PLAN

ARCHITECTURAL A4.1 FRAME & DOOR TYPES

ARCHITECTURAL A3.2 STEPS PLAN DETAILS

The attached Post‐Bid Document Checklist and applicable post‐bid forms were previously distributed at the September 3, 2026 Pre‐Bid Conference and are

September 22, 2026 Addendum No. 2 included with this Addendum for reference. The bid‐opening date was subsequently revised by Addendum No. 1.

Bidders Questions are numbered and in black. The Answers are in red.:

1. Question: What is the budget for this project?

Answer: The construction estimate is $440,000.00.

2. Question: Will this project be completed during the 2026 school year?

Answer: Completion during the 2026 school year remains an estimate/projection. The decision will be made by the OPSB.

Construction may commence when the NTP has been issued for the selected bidder. Currently page 6 of the Project Manual establishes the Completion Time as One Hundred Twenty (120) consecutive calendar days from the Notice to Proceed. This addendum shall revise the completion time to (6) six months after Notice to Proceed.

3. Question: Should we exclude any mechanical and/or electrical work that may be required as a result of the door replacements?

Answer: At this time there is no anticipated mechanical work required for the completion of the project scope. Yes security systems shall be adjusted. There is electrical wiring required for the security door, when the Security Guards at the school buzz visitors in the door from their desk. This wiring may need to be adjusted.

4. Question: Can you confirm the total length of railing to be installed?

Answer: We did a quick tally, but these numbers are not to be used in lieu of the bidder's own tally of what we show in the construction documents. 36" handrailing: 169'‐0", 42" guard railing:160'‐4.1/2".

5. Question: Is an Electronic bid submittal permitted?

Answer: No. Electronic bid submissions are not permitted. Pursuant to Article 5, Section 5.3.4 of the Instructions to Bidders, oral, electronic, telephonic, or telegraphic bids are invalid and shall not receive consideration.

END OF ADDENDUM NO. 2

3'-5"±

7'-5 1 16"

4'-5"

4'-5" 3'-5"±

EQ

U

AL

R

IS

ER

S

12"

1" NOSING

TREAD

12"

12"

3"

3"

3/8"EQEQ

3/8"EQEQ

7'

4'-1"

6'

22'-1"

9'-5"

A-3.2

EXIST PLAN VIEW OF RAMP @ KITCHEN

SCALE:3/8"=1'-0"

A-3.2

STEPS PLAN DETAILS

NEW STAIRS AND SIDEWALKS AT PLAY GROUND

SCALE:1/2"=1'-0"

A3.2

LEGEND

CONCRETE + CROSS HATCHED AREAS

INDICATE EXISTING SIDE WALK &

STAIR REMOVAL AND REPLACEMENT

RAIL & STANDARD

REMOVE EXIST RAMP & BOLLARDS

IN PREPARATION FOR NEW RAMP

CONSTRUCTION

STEPS AT PLAY GROUND

SCALE:1/2"=1'-0"

A-3.2

SEE CIVIL DRAWINGS

FOR MORE INFORMATION

REGARDING STAIR & RAILING CONSTRUCTION

PART ELEV DTL @ STAIR & RAMP @ ENTRY

SCALE:1"=1'-0"

A-3.2

4"

12"

4" 4"

4"

4 "

3'-6"

3'-0" 4"

3'-0"

EXIST. CONC. SIDEWALK

NEW HANDRAIL

NEW CONC. RAMP

NEW HANDRAIL

NEW STAIRS

NOTE

NEW GUARD RAILS & HAND

RAILS TO WITHSTAND 200 MPH

WINDS VERTICALLY AND

HORIZONTALLY PER I.B.C.

INTERRMITTANT STANDARDS

SHALL BE RECESSED AND

ANCHORED BELOW THE

SURFACES OF THE NEW STEPS,

THE EXIST SIDEWALK AND THE

NEW RAMP

NEW GUARD RAIL

EXIST COL

1 1 / 2 "

11/2"

FACE OF BUILDING

NOTE

FOR THE DIMENSIONS OF NEW

RAILINGS,BALUSTERS AND

STANDARDS, SEE 3/3.2

FACE OF BUILDING

3'-6"

3'-0"

/2

/2

4"

4"

3/4"

3/4"

4"

3/4

3/ 4"

4"

FULL HT STANDARDS

FULL HT STANDARDS

NEW HANDRAILING STANDARD

FULL HT STANDARDS

MIN 3" DIA

COVERAGE BTW

FULL HT STANDARDS

& NOSING

N

EW

S

TA

IR

S/

EX

IS

T

VE

ST

IB

U

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N

EW

S

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IR

S/

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INFILL : BRICK MASONRY TO MATCH

EXIST ADJ, SHEATHING,…