8-03 Tech Specs (Architecture)-Jones Park Renovations.pdf

Jones Park Improvements City of Temple, Texas September 19, 2025

Pillar Architecture Studio

PROJECT INFORMATION 000102 -1

SECTION 000102 – PROJECT INFORMATION

1.01 PROJECT IDENTIFICATION

A. Project Name: City of Temple, TX - Jones Park Restrooms, located at 1102 W Avenue H, Temple, TX.

1.02 PROJECT DESCRIPTION

A. Summary Project Description: The project consists of 457 sf of new construction for an open-air restroom facility comprised of cast-in-place board formed concrete with steel super structure supporting an exposed corrugated metal roof. An 818 sf perforated metal roof structure extends over cast-in-place wood formed concrete benches. Building footprint is over existing restroom that will be demolished. The restrooms will utilize the existing restroom underground utilities. Conduit is cast within concrete walls.

END OF SECTION

SEALS PAGE 000107 -2

DOCUMENT 00 0107

SEALS PAGE

September 19, 2025

Georgetown, Texas Amy Silva Texas Registration Number 25957

ARCHITECTURAL RESPONSIBILITY

SPECIFICATION SECTIONS:

00 0102 00 0110 01 2500 01 3000 01 6000 03 1000 05 7300 06 6030 08 1113 08 7100 09 9000 10 1419 10 1423 10 2113 10 2800

Project Information Table of Contents Substitution Procedures Administrative Procedures Product Requirements Concrete Forming and Accessories Decorative Metal Railings – Seat Dividers Fiber-Reinforced Hybrid Wall Cladding Hollow Metal Doors and Frames Door Hardware Painting and Coating Dimension Letter Signage Panel Signage Phenolic Toilet Compartments Toilet, Bath, and Laundry Accessories

SEALS PAGE 000107 -3

SECTION 000110 – TABLE OF CONTENTS

SPECIFICATIONS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

000102 – Project Information 000110 - Table of Contents

DIVISION 01 – PROCUREMENT AND CONTRACTING REQUIREMENTS

012500 – Substitution Procedures 013000 – Administrative Procedures 016000 – Product Requirements

DIVISION 02 -- EXISTING CONDITIONS

Not Used

DIVISION 03 -- CONCRETE

031000 – Concrete Forming and Accessories (board forming) Refer to structural drawings for other concrete specifications.

DIVISION 04 -- MASONRY

DIVISION 05 -- METALS

057300 – Decorative Metal Railings Refer to structural drawings for other metal specifications.

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

066030 – Fiber-Reinforced Hybrid Wall Cladding

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

Not Used

DIVISION 08 -- OPENINGS

081113 - Hollow Metal Doors and Frames 087100 – Door Hardware

DIVISION 09 -- FINISHES

099000 – Painting and Coating

SEALS PAGE 000107 -4

DIVISION 10 -- SPECIALTIES

101419 – Dimensional Letter Signage 101423 – Panel Signage 102113 – Phenolic Toilet Compartments 102800 – Toilet, Bath, and Laundry Accessories

DIVISION 12 -- FURNISHINGS

Not Used

DIVISION 21 -- FIRE SUPPRESSION

Not Used

DIVISION 22 -- PLUMBING

Refer to plumbing drawings for specifications.

DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

Refer to mechanical drawings for specifications.

DIVISION 26 -- ELECTRICAL

Refer to electrical drawings for specifications.

DIVISION 31 -- EARTHWORK

Refer to Civil Drawings for specifications

DIVISION 32 – EXTERIOR IMPROVEMENTS

Refer to Landscape Drawings for Specifications.

SUBSTITUTION PROCEDURES 012500 -5

SECTION 012500 – SUBSTITUTION PROCEDURES

PART 1 GENERAL

2.01 SECTION INCLUDES

A. Procedural requirements for proposed substitutions.

2.02 DEFINITIONS

A. Substitutions: Changes from Contract Documents requirements proposed by Contractor to materials, products, assemblies, and equipment.

1. Substitutions for Cause: Proposed due to changed Project circumstances beyond

Contractor's control.

2. Substitutions for Convenience: Proposed due to possibility of offering substantial advantage to the Project.

a. Substitution requests offering advantages solely to the Contractor will not be considered.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

4.01 GENERAL REQUIREMENTS

A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.

2. Agrees to provide the same warranty for the substitution as for the specified product.

3. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.

C. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.

1. Forms indicated in the Project Manual are adequate for this purpose, and must be used.

D. Limit each request to a single proposed substitution item.

4.02 SUBSTITUTION PROCEDURES DURING PROCUREMENT

A. Submittal Time Restrictions:

1. Owner will consider requests for substitutions only if submitted at least 10 days prior to the date for receipt of bids.

B. Submittal Form (before award of contract):

4.03 RESOLUTION

A. Architect will notify Contractor in writing of decision to accept or reject request.

4.04 CLOSEOUT ACTIVITIES

A. Include completed Substitution Request Forms as part of the Project record. Include both approved and rejected Requests.

ADMINISTRATIVE REQUIREMENTS 013000 -6

SECTION 013000 – ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

B. Number of copies of submittals.

C. Requests for Interpretation (RFI) procedures.

D. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 016000 - Product Requirements: General product requirements.

1.03 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Make the following types of submittals to Architect:

1. Requests for Interpretation (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 REQUESTS FOR INTERPRETATION (RFI)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract

Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.

B. Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.

C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of

Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b. Do not forward requests which solely require internal coordination between subcontractors.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.

1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract Documents information requiring interpretation.

2. Unacceptable Uses for RFIs: Do not use RFIs to request the following::

ADMINISTRATIVE REQUIREMENTS 013000 -7

a. Approval of submittals (use procedures specified elsewhere in this section).

b. Approval of substitutions (see Section - 016000 - Product Requirements)

c. Different methods of performing work than those indicated in the Contract Drawings and Specifications (comply with provisions of the Conditions of the Contract).

3. Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key information required to render an actionable response. They will be returned without a response, with an explanatory notation.

4. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, Contract Documents, with no additional input required to clarify the question. They will be returned without a response, with an explanatory notation.

E. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

1. Official Project name and number, and any additional required identifiers established in

Contract Documents.

2. Discrete and consecutive RFI number, and descriptive subject/title.

3. Issue date, and requested reply date.

4. Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).

5. Annotations: Field dimensions and/or description of conditions which have engendered the request.

6. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example;

routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.

F. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

G. RFI Log: Contractor to prepare and maintain a tabular log of RFIs for the duration of the project.

1. Indicate current status of every RFI. Update log promptly and on a regular basis.

2. Note dates of when each request is made, and when a response is received.

3. Highlight items requiring priority or expedited response.

4. Highlight items for which a timely response has not been received to date.

5. Identify and include improper or frivolous RFIs.

H. Review Time: Architect will respond and return RFIs to Contractor within seven calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.

1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

I. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.

1. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an R suffix to the original number.

2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.

3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.

ADMINISTRATIVE REQUIREMENTS 013000 -8

4. Notify Architect within seven calendar days if an additional or corrected response is required by submitting an amended version of the original RFI, identified as specified above.

3.02 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 017800 - Closeout Submittals.

3.03 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.04 SUBMITTAL PROCEDURES

A. General Requirements:

1. Use a separate transmittal for each item.

2. Submit separate packages of submittals for review and submittals for information, when included in the same specification section.

3. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents.

4. Schedule submittals to expedite the Project, and coordinate submission of related items.

a. For each submittal for review, allow 15 days excluding delivery time to and from the

Contractor.

5. Identify variations from Contract Documents and product or system limitations that may be detrimental to successful performance of the completed work.

6. When revised for resubmission, identify all changes made since previous submission.

7. Distribute reviewed submittals. Instruct parties to promptly report inability to comply with requirements.

8. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct portion(s) of the work, and have received prior approval for their use.

9. Submittals not requested will not be recognized or processed.

B. Product Data Procedures:

1. Submit only information required by individual specification sections.

2. Collect required information into a single submittal.

3. Do not submit (Material) Safety Data Sheets for materials or products.

C. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting

Contract Documents and coordinating related work.

2. Do not reproduce Contract Documents to create shop drawings.

3. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.

ADMINISTRATIVE REQUIREMENTS 013000 -9

D. Samples Procedures:

1. Transmit related items together as single package.

2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations.

3.05 SUBMITTAL REVIEW

A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action.

B. Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken.

C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.

D. Architect's and consultants' actions on items submitted for review:

1. Authorizing purchasing, fabrication, delivery, and installation:

a. "Approved", or language with same legal meaning.

b. "Approved as Noted, Resubmission not required", or language with same legal meaning.

1) At Contractor's option, submit corrected item, with review notations acknowledged and incorporated.

c. "Approved as Noted, Resubmit for Record", or language with same legal meaning.

2. Not Authorizing fabrication, delivery, and installation:

E. Architect's and consultants' actions on items submitted for information:

1. Items for which no action was taken:

a. "Received" - to notify the Contractor that the submittal has been received for record only.

2. Items for which action was taken:

a. "Reviewed" - no further action is required from Contractor.

PRODUCT REQUIREMENTS 016000 -10

SECTION 016000 – PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General product requirements.

B. Transportation, handling, storage and protection.

C. Product option requirements.

D. Substitution limitations.

1.02 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by Contract Documents.

B. Use of products having any of the following characteristics is not permitted:

1. Containing lead, cadmium, or asbestos.

2.02 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

PART 3 EXECUTION

3.01 SUBSTITUTION LIMITATIONS

A. See Section 012500 - Substitution Procedures.

3.02 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoid loss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside of packaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

D. Transport and handle products in accordance with manufacturer's instructions.

E. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

PRODUCT REQUIREMENTS 016000 -11

F. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage, and to minimize handling.

H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. See Section 017419.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weathertight, climate-controlled enclosures in an environment favorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Protect products from damage or deterioration due to construction operations, weather, precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other contaminants.

G. Comply with manufacturer's warranty conditions, if any.

H. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

I. Prevent contact with material that may cause corrosion, discoloration, or staining.

J. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

K. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

CONCRETE FORMING AND ACCESSORIES 031000 -12

SECTION 031000 – CONCRETE FORMING AND ACCESSORIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Formwork for cast-in-place concrete, with shoring, bracing and anchorage.

B. Openings for other work.

C. Form accessories.

D. Form stripping.

1.02 RELATED REQUIREMENTS

A. Section 032000 - Concrete Reinforcing.

B. Section 033000 - Cast-in-Place Concrete.

C. Section 051200 - Structural Steel Framing: Placement of embedded steel anchors and plates in cast-in-place concrete.

1.03 REFERENCE STANDARDS

A. ACI PRC-347 - Guide to Formwork for Concrete; 2014 (Reapproved 2021).

B. ACI SPEC-117 - Specification for Tolerances for Concrete Construction and Materials; 2010

(Reapproved 2015).

C. ACI SPEC-301 - Specifications for Concrete Construction; 2020.

1.04 SUBMITTALS

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

B. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties.

1.05 QUALITY ASSURANCE

A. Designer Qualifications: Design formwork under direct supervision of a Professional Structural Engineer experienced in design of concrete formwork and licensed in the State in which the Project is located.

1.06 MOCK-UPS

A. Contractor must provide two mock-ups of formwork and cast concrete for board formed concrete walls. One sample to have all joints tightly butted, second sample to use ¼” gap between boards (vertical to match wall design), 4 feet long by 4 feet wide each. One sample to have rubbed concrete finish on the back side as the mock-up for that condition.

1. Provide concrete in accordance with provisions of Section 033000.

2. Cure concrete in accordance with provisions of Section 033000.

B. Locate mock-up where directed.

C. Mock-up may be poured off-site and delivered on a pallet or other transportable means D. Approved mock-up will remain for reference.

PART 2 PRODUCTS

2.01 FORMWORK - GENERAL

A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-in-place concrete work.

B. Design and construct concrete that complies with design with respect to shape, lines, and dimensions.

C. Comply with applicable state and local codes with respect to design, fabrication, erection, and removal of formwork.

CONCRETE FORMING AND ACCESSORIES 031000 -13

2.02 WOOD FORM MATERIALS

A. Lumber for board formed concrete walls: Douglas Fir species; c grade; with grade stamp clearly visible.

B. For vertical forming at restroom walls: Use nominal 1x4 boards with random running lengths.

C. For horizontal forming at concrete bench walls: Use nominal 1x6 boards with random running lengths.

D. Sandblast boards prior to forming to expose harder wood and enhance grain.

2.03 FORMWORK ACCESSORIES

A. Form Ties: Use fiberglass ties grey in color (Superties by RJD Industries or equal) for across the wall ties. These ties will blend in naturally with the concrete color upon removal.

B. Embedded Anchor Shapes, Plates, Angles and Bars: As specified in Section 051200.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.

B. Notify architect when forms are in place and prior to concrete pour. Architect will review the forms for approval prior to pouring concrete. Contractor to allow time in the schedule for this inspection.

3.02 ERECTION - FORMWORK

A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI SPEC-301.

B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads.

C. Per approved mockup, either provide 1/4" gap between board edges to allow concrete to seep between boards, with tightly butted joints between head joints, or tightly butted joints at all edges. Stagger head joints (typical).

D. Place in 2' lifts and vibrate concrete to avoid honeycombing.

3.03 INSERTS, EMBEDDED PARTS, AND OPENINGS

A. Provide formed openings where required for items to be embedded in passing through concrete work.

B. Locate and set in place items that will be cast directly into concrete.

C. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work.

3.04 FORM CLEANING

A. Clean forms as erection proceeds, to remove foreign matter within forms.

B. Clean formed cavities of debris prior to placing concrete.

3.05 FORMWORK TOLERANCES

A. Construct formwork to maintain tolerances required by ACI SPEC-117, unless otherwise indicated.

3.06 FORM REMOVAL

A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads.

DECORATIVE METAL RAILINGS 057300 -14

SECTION 057300 – DECORATIVE METAL RAILINGS – SEAT DIVIDERS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Railing systems.

1.02 REFERENCE STANDARDS

A. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2017.

B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019.

C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-

Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2023.

D. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2020, with Errata (2023).

E. NAAMM AMP 500-06 - Metal Finishes Manual; 2006.

1.03 SUBMITTALS

A. Product Data: Submit manufacturer's product data, including description of materials, components, finishes, fabrication details, glass, anchors, and accessories.

B. Shop Drawings: Indicate railing system elevations and sections, details of profile, dimensions, sizes, connection attachments, anchorage, size and type of fasteners, and accessories.

Indicate anchor and joint locations, brazed connections, transitions, and terminations.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in factory-provided protective coverings and packaging.

B. Protect materials against damage during transit, delivery, storage, and installation at site.

C. Inspect materials upon delivery for damage. Replace damaged items.

D. Prior to installation, store materials and components under cover in dry location.

PART 2 PRODUCTS

2.01 RAILING SYSTEMS

A. General: Factory- or shop-fabricated to suit project conditions, for proper connection to building structure, and in largest sizes practical for delivery to site.

B. Joints: Machined smooth with hairline seams; tightly fitted and secured.

C. Field Connections: Provide sleeves to accommodate site assembly and installation.

2.02 MATERIALS

A. Steel Components:

1. Sections, Shapes, Plate and Bar: ASTM A36/A36M.

2. 1/4" steel plate with bullnose exposed edges.

3. Galvanized Steel Sheet: ASTM A653/A653M, Structural Steel (SS), Grade 33 (230) with

G40 (Z120) coating.

4. Welding Materials: AWS D1.1/D1.1M.

2.03 FABRICATION

A. Welded and Brazed Joints: Make visible joints butt tight, flush, and hairline; use methods that avoid discoloration and damage of finish; grind smooth, polish, and restore to required finish.

1. Ease exposed edges to small uniform radius.

2. Welded Joints:

2.04 FINISHES

A. General: Comply with NAAMM AMP 500-06.

DECORATIVE METAL RAILINGS 057300 -15

1. Complete mechanical finishes before fabrication. After fabrication, finish joints, bends, abrasions, and surface blemishes to match sheet.

2. Protect mechanical finishes on exposed surfaces from damage.

3. Apply organic and anodic finishes to formed metal after fabrication.

4. Appearance: Limit variations in appearance of adjacent pieces to one-half of range represented in approved samples. Noticeable variations in same piece are not acceptable.

Install components within range of approved samples to minimize contrast.

B. Steel Finishes:

1. Galvanize in accordance with ASTM A123/A123M.

2. Primer: Compatible with organic coating; shop-applied.

3. Field Paint

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate and site conditions are acceptable and ready to receive work.

B. Verify field dimensions of locations and areas to receive work.

C. Notify Architect immediately of conditions that would prevent satisfactory installation.

D. Do not proceed with work until detrimental conditions are corrected.

3.02 PREPARATION

A. Review installation drawings before beginning installation. Coordinate diagrams, templates, instructions, and directions for installation of anchorages and fasteners.

B. Clean surfaces to receive railings. Remove materials and substances detrimental to installation.

3.03 INSTALLATION

A. Install components plumb and level, accurately fitted, free from distortion or defects, and with tight joints, except where necessary for expansion.

B. Anchor securely to structure.

C. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings.

D. Isolate dissimilar materials with bituminous coating, bushings, grommets, or washers to prevent electrolytic corrosion.

3.04 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch (6 mm) per floor level, noncumulative.

B. Maximum Offset From True Alignment: 1/4 inch (6 mm).

C. Maximum Out-of-Position: 1/4 inch (6 mm).

3.05 CLEANING

A. Remove protective film from exposed metal surfaces.

B. Metal: Clean exposed metal finishes with potable water and mild detergent in accordance with manufacturer recommendations; do not use abrasive materials or chemicals, detergents, or other substances that may damage material or finish.

3.06 PROTECTION

A. Protect installed components and finishes from damage after installation.

B. Repair damage to exposed, making finishes indistinguishable from undamaged areas.

C. Replace finishes and components that have irreparable damage. Ensure damaged areas are indistinguishable from undamaged finishes and surfaces.

HOLLOW METAL DOORS AND FRAMES 081113 -16

SECTION 081113 – HOLLOW METAL DOORS AND FRAMES

PART 1 GENERAL

1.01 SECTION INCLUDES

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

1.02 RELATED REQUIREMENTS

A. Section 087100 - Door Hardware.

B. Section 099113 - Exterior Painting: Field painting.

C. Section 099123 - Interior Painting: Field painting.

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; 2024.

C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2023.

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; 2023.

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; 2023, with Editorial Revision.

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; 2023.

H. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2020.

I. ASTM C476 - Standard Specification for Grout for Masonry; 2023.

J. ICC A117.1 - Accessible and Usable Buildings and Facilities; 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.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Provide hollow metal doors and frames from SDI Certified manufacturer: https://steeldoor.org/sdi-certified/#sle.

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

3. Republic Doors, an Allegion brand; ____: www.republicdoor.com/#sle.

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

5. Substitutions: See Section 016000 - Product Requirements.

HOLLOW METAL DOORS AND FRAMES 081113 -17

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. Exterior Doors: Non insulated.

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

a. Level 3 - Extra Heavy-duty.

b. Physical Performance Level A, 1,000,000 cycles; in accordance with ANSI/SDI

A250.4.

c. Model 1 - Full Flush.

d. Door Face Metal Thickness: 16 gauge, 0.053 inch (1.3 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. Frame Finish: Factory primed and field finished.

C. Exterior Door Frames: Full profile/continuously welded type.

1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A653/A653M, with A40/ZF120 coating.

2. Frame Metal Thickness: 14 gauge, 0.067 inch (1.7 mm), minimum.

3. Weatherstripping: Separate, see Section 087100.

D. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be grouted.

E. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inches (102 mm) high to fill opening without cutting masonry units.

2.05 FINISHES

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

B. Bituminous Coating: Inside of door frames. Cold-applied asphalt mastic, compounded for 15 mil, 0.015 inch (0.4 mm) dry film thickness (DFT) per coat; provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.

2.06 ACCESSORIES

A. Grout for Frames: Mortar grout complying with ASTM C476 with maximum slump of 4 inches

(102 mm) as measured in accordance with ASTM C143/C143M for hand troweling in place;

plaster grout and thinner pumpable grout are prohibited.

B. 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.

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

HOLLOW METAL DOORS AND FRAMES 081113 -18

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

A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior to installation.

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. Grout frames in masonry construction, using hand trowel methods; brace frames so that pressure of grout before setting will not deform frames.

D. Install door hardware as specified in Section 087100.

3.04 ADJUSTING

A. Adjust for smooth and balanced door movement.

DOOR HARDWARE 087100 -19

SECTION 087100 – DOOR HARDWARE

HARDWARE PART 1 – GENERAL

1.01 SUMMARY:

A. Section includes the supply and installation of the Finish Hardware.

1. Include the termination of all Electrified Hardware.

2. Include field verification of any existing doors, frames, or hardware.

B. Related Sections

1. Division 1

2. Sealants – Division 7 / Division 7

3. Openings – Division 8 / Division 8

4. Finishes – Division 9 / Division 9

5. Fire Alarm – Division 13 / Division 28

6. Electrical – Division 16 / Division 26

7. Security – Division 16 / Division 28

1.02 REFERENCES:

A. Documents and Institutes that shall be used in estimating, detailing, and installing the items specified.

1. International Building Code – Current/Adopted Edition

2. ICC/ANSI A117.1 – Accessible and Usable Building and

Facilities - Current/Adopted Edition

3. NFPA 70 – Current/Adopted Edition

4. NFPA80 –Standards for Fire Doors and Fire Windows –

Current/Adopted Edition

5. NFPA101 – Life Safety Code – Current/Adopted Edition

6. NFPA105 – Installation of Smoke-Control Door

Assemblies– Current/Adopted Edition.

7. ANSI - American National Standards Institute

8. BHMA – Builders Hardware Manufacturers Association

9. UL – Underwriters Laboratory

10. DHI – Door and Hardware Institute

11. Texas Accessibility Standards – Current Adopted Edition

12. Local Building Codes

1.03 SUBMITTALS

A. Comply with pertinent provisions of Division 01.

B. Finish Hardware Schedule to be in vertical format to include:

1. Heading #/Hardware Set

2. Door #, Location, Hand, Degree of Opening, Door Size and Type, Frame Size and Type, Fire Rating

3. Quantity, type, style, function, product, product number, size, fasteners, finish and manufacturer of each hardware item.

4. Keying schedule

5. Title Sheet, Index, Abbreviations, Manufacturers List, Template

List and Templates.

6. Mounting locations for hardware.

7. Explanation of abbreviations, symbols, and codes contained in schedule.

DOOR HARDWARE 087100 -20

8. Date of the Finish Hardware Specification and Drawing / Door Schedule used in completing the Finish Hardware Schedule.

9. In Name, Company and Date of Field Verification if required.

10. Door Index; include door number, heading number, and hardware group.

11. Name and phone number for local manufacturer’s representative for each product.

12. Submit in conjunction with Door and Frame Submittal.

13. Operation Description of openings with electrified hardware.

C. LEED Submittals:

1. Refer to Division 1 for any LEED submittal requirements.

D. Product Data: Provide product data in the form of a binder, manufacturer’s technical product fact sheets for each item of hardware. Include whatever information may be necessary to show compliance with requirements, including instructions for installation and for maintenance of operating parts and finish.

E. Wiring Diagrams: Provide Riser/Elevation and Point to Point Wiring Diagrams for all openings with electrified hardware. Include all information that is necessary for coordination with other trades.

F. Templates: Provide templates of finish hardware items to each fabricator of doors, frames, and other work to be factory or shop prepared for the installation of hardware.

G. Keying Schedule: After meeting with the Owner, a keying schedule shall be submitted using keyset symbols referenced in DHI manual “Keying Systems and Nomenclature." The keying schedule shall be indexed by door number, keyset, hardware heading number, cross keying instructions and special key stamping instructions.

H. Operations and maintenance data: At the completion of the job, provide to the Owner one hard copies or one electronic copy of an Owner’s operation and maintenance manual. The manual shall consist of a labeled hardcover three ring binder with the following technical information:

1. Title page containing: Project name, address, and phone numbers. Supplier’s name, address, and phone numbers.

2. Table of Contents.

3. Copy of final (file and field use/as-installed) Finish Hardware Schedule.

4. Final Keying Schedule.

5. Maintenance instruction, adjustment, and preservation of finishes for each item of hardware.

6. Catalog pages for each item of hardware.

7. Installation Instructions for each item of hardware

8. Parts List for each item of hardware.

9. As installed point to point wiring diagrams for electrified hardware.

10. Warranties include Order #.

1.04 QUALITY ASSURANCES

A. Substitutions: Request for substitutions shall not be accepted within this project. Architect, Owner and Finish Hardware Consultant have selected one

(1) specified and two (2) equals listed hereinafter in the Hardware Schedule.

By this selection

DOOR HARDWARE 087100 -21

process they have established three (3) equal products for competitive pricing, while insuring no unnecessary delays by a substitution process. If any specified product is listed as a “No Substitution” product, this product will be supplied as specified, with no alteration or request of substitution. The reason for this is to comply with the uniformity established at this project. Parts and supplies are inventoried for these particular products for ease and standardization of replacement.

B. Supplier Qualifications: Supplier shall be recognized architectural finish hardware supplier, with warehousing facilities, who have been furnishing hardware in the project vicinity for a period of not less than 2-year and who is or employs a DHI Certified AHC, DHC, DHSC or person with a minimum of 10 years of experience as a hardware supplier. This person shall be available at reasonable times during the course of the work for consultation about products hardware requirements, to the Owner, Architect and General Contractor.

C. Installer Qualifications (Mechanical Hardware): All finish hardware shall be installed by the Finish Hardware Installer with a minimum of at least two (2) years documented experience. Installer shall attend a pre-installation meeting between the General Contractor, Finish Hardware Supplier/s, hardware manufacturer’s representative for locks, closers and exit devices, and all door / frame suppliers. The Finish Hardware Installer shall be responsible for the proper installation and function of all doors and hardware.

D. Installer Qualifications (Electrified Hardware): All electrified finish hardware (power source, electrified locking, or control device, switching device, through wire device and monitoring device) shall be installed by an Electronic Access Control Installer licensed by the Texas Department of Public Safety. The Electrified Finish Hardware Installer shall have a minimum of at least two (2) years of documented experience.

Installer shall attend a pre-installation meeting between the General Contractor, Finish Hardware Supplier/s, Electrical Contractor, Fire Alarm Contractor, Security Contractor, hardware manufacturer’s representative for electrified hardware, all door / frame suppliers. The Electrified Finish Hardware Installer shall be responsible for the proper installation, termination, and function of all opening with electrified hardware.

Installation shall include termination of all electrified products (including the required wire to the power supply and/or junction box).

1.05 DELIVERY, STORAGE AND HANDLING

A. Marking and packaging: Mark each item or package separately, with identification related to hardware set number, door number and keyset symbol.

B. Delivery:

1. Deliver individually packaged and properly marked finish hardware at the proper time and location to avoid any delays in construction or installation.

2. At time of delivery, inventory hardware jointly with representatives of hardware supplier and hardware installer until each is satisfied that count is correct.

C. Storage: Store hardware in enclosed, dry, and locked area.

1.06 WARRANTY

A. All finish hardware products shall be covered by a 1-year factory warranty from the date of substantial completion of the project.

DOOR HARDWARE 087100 -22

B. Supply warranty verification to the owner for all products that provide factory warranty. Warranty should include Factory Order # and date.

1.07 MAINTENANCE

A. Maintenance Service

1. None

B. Extra Materials:

1. All extra screws, fasteners, and all special installation tools furnished with the hardware shall be turned over to the owner at the completion of the job.

PART 2 – PRODUCTS

2.01 MATERIALS – ALL MATERIALS LISTED MAY NOT BE USED IN THIS PROJECT

A. Screws and Fasteners:

1. All closers and exit devices provided for exterior doors, hollow metal doors, and all other required shall be provided with thru-bolts.

2. All finish hardware shall be installed to manufacturer’s recommendations, using screws, attachments and installation tools provided with the hardware.

No other screws or attachments are acceptable.

3. All other products to meet door and frame conditions.

B. Hinges:

1. Template: Provide templated units only.

2. Exterior: All exterior hinges shall be stainless steel base with stainless steel pin and stainless-steel finish.

3. Interior: All interior hinges steel based.

4. Interior corrosive: All interior hinges at corrosive areas shall be stainless steel base with stainless still pin and stainless-steel finish.

5. All hinges on doors over 36” wide, with exit devices, or with push/pull shall be heavy weight.

6. Electric Hinge: Provide minimum 8-wire.

7. Provide non-removable pins for out-swinging doors that are locked or are lockable.

8. All hinges on doors with door closers shall be ball bearing.

9. All hinges shall be full mortise.

10. Size: Provide 4 ½ x 4 ½ hinges on doors up to 3’0” in width. Provide 5 x 4 ½ hinges over 3’0” to 4’0” in width. Reference manufacturers catalog for all other sizes.

11. Number of Hinges: Provide number of hinges indicated but not less than 3 hinges for door leaf for doors 90” or less in height and one additional hinge for each 30” of additional height.

12. Adjust hinge width as required for door, frame, trim and wall conditions to allow proper degree of opening.

13. Provide hinges conforming to ANSI/BHMA A156.1.

14. Provide spring hinges where specified. Provide two spring hinges and one bearing hinge per door leaf for doors 90 inches (2286 mm) or less in height.

Provide one additional bearing hinge for each 30 inches (762 mm) of additional door height.

15. Supply from the following manufacturers:

Ives IVE Hager HAG Bommer BOM

DOOR HARDWARE 087100 -23

C. Cylindrical Locks

1. All locks on this project should be manufacturer by the same manufacturer.

2. All locks shall meet the new ANSI/BHMA A156.2, Series 4000, Grade1.

3. All cylindrical locks shall be UL Listed for 3-hour fire door. Review lock for any height restriction.

4. Provide locks with standard 2-3/4 inches (70 mm) backset, unless noted otherwise, with a 1/2-inch (13 mm) latch throw. Provide proper latch throw for UL listing at pairs.

5. Provide standard ASA strikes unless extended lip strike is necessary for frame/trim or 7/8” lip strike is necessary at pair with overlapping astragal.

6. Provide dust box.

7. Lockset shall adjust to fit door thickness from 1 ¾” to 2 1/8”

8. Supply from the following manufacturers:

9. Schlage SCH

Falcon FAL Best BES

D. Exit Devices

1. All exit device types on this project should be manufactured by the same manufacturer.

2. Exit devices are to be architectural grade touch bar type.

Touchpad to extend one half of door width.

3. Mechanism case to be smooth.

4. Exit devices shall meet ANSI A156.3, Grade 1.

5. All exit devices are UL listed Panic Exit or Fire Exit Hardware.

6. All lever trim to match lock trim in design and finish.

7. Dogging: Non-rated devices are to be provided with dogging. Less dogging where shown in Hardware Sets (some exterior, electrical rooms, electrified) Cylinder dogging as shown in hardware sets.

8. Exit devices are to be supplied and installed with thru-bolts for exterior, hollow metal doors, or as required for application.

9. Provide proper power supply for exit devices as required. Coordinate with Fire Alarm, Electrical and Security Contractor.

10. Push pads shall be metal, no plastic inserts allowed.

11. Exit devices shall have a flush end cap.

12. Exit devices shall be ordered with the correct strike for application.

13. Exit devices shall be order in the proper length to meet door width.

14. Exit devices shall have dead latching.

15. Exit device shall be provided in width/height required based on door size.

16. Install exit devices with fasteners supplied by exit device manufacturer.

17. Mount mechanism case flush on face of doors or provide spacers to fill gaps behind devices. Where glass trim or molding projects off face of door, provide glass bead kits as required.

18. Provide proper concealed vertical rods for wood or hollow metal doors as required.

19. Factory or field drill weep holes for exit devices used in full exterior applications, highly corrosive areas, and where noted in the hardware sets.

20. Supply from the following manufacturers: Von Duprin

VON

Detex DET

DOOR HARDWARE 087100 -24

E. Flush Bolts

1. Provide automatic, constant latching, and manual flush bolts with forged bronze or stainless-steel face plates, extruded brass levers, and with wrought brass guides and strikes. Provide 12 inch (305 mm) steel or brass rods at doors up to 90 inches (2286 mm) in height.