SMS ITB 02 BLDG G SPECIFICATIONS.pdf

PROJECT MANUAL

PROJECT NO. 2148-02

CENTRAL POINT SCHOOL DISTRICT

SCENIC MIDDLE SCHOOL

G BUILDING CLASSROOM ACCESS

1955 Scenic Avenue, Central Point, OR 97502 April 2024

ORW ARCHITECTURE, AIA

29 S. Grape Street Medford, OR 97501

2148-02/ CPSD - SMS G BLDG 00 0101 - 1 Project Title Page

ORW Architecture 04-25-2024

SECTION 00 0101

PROJECT TITLE PAGE

PROJECT MANUAL

FOR

CENTRAL POINT SCHOOL DISTRICT

SCENIC MIDDLE SCHOOL - G BUILDING CLASSROOM ACCESS

1955 SCENIC AVENUE

CENTRAL POINT, OREGON 97502

DATE: 04-25-2024 (100% CD SET)

PREPARED BY:

ORW ARCHITECTURE

END OF SECTION

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2148-02 / CPSD – SMS G BLDG 000107.01 SEALS PAGE

Seals Page ORW Project No. 2148-02

PROJECT Central Point School District Scenic Middle School – G Building Classroom Access Central Point, Or

ARCHITECT

ORW ARCHITECTURE, AIA

29 S Grape Street Medford, OR 97501

(541) 779-5237 Ext. 25 Fax: (541) 772-8472 Contact: Andrew Owen, AIA

SECTIONS

000101 Project Title Page 000107 Seals Page 000110 Table of Contents

024100 Demolition

070500 Common Work Results For Thermal and

Moisture Protection 079000 Joint Sealants

081113 Hollow Metal Doors and Frames 087100 Door Hardware

092116 Gypsum board Assemblies 095100 Suspended Acoustical Ceilings 096500 Resilient Flooring 096513 Resilient Base 099113 Exterior Painting 099123 Interior Painting

102600 Wall and Door Protection

SEAL

2148-02/ CPSD - SMS G BLDG 00 0110 - 1 Table of Contents

SECTION 00 0110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 00 0101 - Project Title Page

B. 00 0107 - Seals Page

C. 00 0110 - Table of Contents

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS (NOT USED)

2.02 DIVISION 02 -- EXISTING CONDITIONS

A. 02 4100 - Demolition

2.03 DIVISION 03 -- CONCRETE (NOT USED)

2.04 DIVISION 04 -- MASONRY (NOT USED)

2.05 DIVISION 05 -- METALS

A. 05 5000 - Metal Fabrications - REFER TO STRUCT DRAWINGS

2.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

A. 06 1000 - Rough Carpentry - REFER TO STRUCT DRAWINGS

2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

A. 07 0500 - Common Work Results For Thermal and Moisture Protection

B. 07 9200 - Joint Sealants

2.08 DIVISION 08 -- OPENINGS

A. 08 1113 - Hollow Metal Doors and Frames

B. 08 7100 - Door Hardware

2.09 DIVISION 09 -- FINISHES

A. 09 2116 - Gypsum Board Assemblies

B. 09 5100 - Acoustical Ceilings

C. 09 6500 - Resilient Flooring

D. 09 6513 - Resilient Base

E. 09 9113 - Exterior Painting

F. 09 9123 - Interior Painting

2.10 DIVISION 10 -- SPECIALTIES

A. 10 2600 - Wall and Door Protection

2.11 DIVISION 11 -- EQUIPMENT (NOT USED)

2.12 DIVISION 12 -- FURNISHINGS (NOT USED)

2.13 DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)

2.14 DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED)

2.15 DIVISION 21 -- FIRE SUPPRESSION (NOT USED)

2.16 DIVISION 22 -- PLUMBING

A. 22 0000 - Plumbing Basic Requirements

B. 22 0523 - General-Duty Valves for Plumbing Piping

C. 22 1000 - Plumbing Piping

D. 22 4000 - Plumbing Fixtures

2148-02/ CPSD - SMS G BLDG 00 0110 - 2 Table of Contents

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

A. 23 0000 – HVAC Basic Requirements

B. 23 0529 - Hangers and Supports for HVAC Piping, Ductwork and Equipment

C. 23 0593 - Testing, Adjusting, and Balancing for HVAC

D. 23 0700 - HVAC Insulation

E. 23 3100 - HVAC Ducts and Casings

F. 23 3300 - Air Duct Accessories

G. 23 3700 - Air Outlets and Inlets

2.18 DIVISION 25 -- INTEGRATED AUTOMATION (NOT USED)

2.19 DIVISION 26 -- ELECTRICAL

A. 26 0000 - Electrical Basic Requirements

B. 26 0519 - Low-Voltage Electrical Power Conductors and Cables

C. 26 0529 - Hangers and Supports for Electrical Systems and Equipment

D. 26 0533 - Raceways

E. 26 0534 - Boxes

F. 26 0553 - Identification for Electrical Systems

G. 26 2726 - Wiring Devices

H. 26 0923 - Ocupancy and Vacancy Sensors

I. 26 5100 - Lighting

2.20 DIVISION 27 - 46 NOT USED

2148-02/ CPSD - SMS G BLDG 02 4100 - 1 Demolition

SECTION 02 4100

DEMOLITION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Selective demolition of building elements for alteration purposes, excluding removal of hazardous materials and toxic substances.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.

B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor.

C. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal.

D. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation.

E. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Site Plan: Showing:

1. Areas for temporary construction and field offices.

2. Areas for temporary and permanent placement of removed materials.

C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.

1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences.

2. Identify demolition firm and submit qualifications.

3. Include a summary of safety procedures.

D. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.

1.04 QUALITY ASSURANCE

A. Demolition Firm Qualifications: Company specializing in the type of work required.

PART 2 PRODUCTS -- NOT USED

PART 3 EXECUTION

3.01 SCOPE

A. Remove the selected building elements as indicated on drawings.

B. Remove other items indicated, for salvage and relocation.

3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with other requirements specified in Section 01 7000.

B. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Perform Work in accordance with the Ordinances of the Authority having Jurisdiction.

2. Comply with the requirements of the insurance carriers providing coverage for this work.

3. Obtain required permits.

4. Comply with applicable requirements of NFPA 241.

5. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

2148-02/ CPSD - SMS G BLDG 02 4100 - 2 Demolition

6. Provide, erect, and maintain temporary barriers and security devices.

7. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

8. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

9. Do not close or obstruct roadways or sidewalks without permit.

10. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

11. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property.

C. Do not begin removal until receipt of notification to proceed from Owner.

D. Do not begin removal until built elements to be salvaged or relocated have been removed.

E. Do not begin removal until vegetation to be relocated has been removed and specified measures have been taken to protect vegetation to remain.

F. Protect existing structures and other elements that are not to be removed.

1. Provide bracing and shoring.

2. Prevent movement or settlement of adjacent structures.

3. Stop work immediately if adjacent structures appear to be in danger.

G. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution.

H. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

1. Protect affected areas from damage and contact by persons.

I. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.

3.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

3.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.

1. Verify that construction and utility arrangements are as indicated.

2. Report discrepancies to Architect before disturbing existing installation.

3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition.

B. Separate areas in which demolition is being conducted from other areas that are still occupied.

1. Provide, erect, and maintain temporary dustproof partitions of construction specified in

Section 01 5000 in locations indicated on drawings.

2148-02/ CPSD - SMS G BLDG 02 4100 - 3 Demolition

C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage.

1. Where openings in exterior enclosure exist, provide construction to make exterior enclosure weatherproof.

2. Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by alterations work.

D. Remove existing work as indicated and as required to accomplish new work.

1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with new construction specified.

2. Remove or relocate items indicated on drawings.

E. Services (Including but not limited to HVAC, Plumbing, Fire Protection, and Electrical ):

Remove existing systems and equipment as indicated.

1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components.

2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.

3. See Section 01 1000 for other limitations on outages and required notifications.

4. Verify that abandoned services serve only abandoned facilities before removal.

5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification.

F. Protect existing work to remain.

1. Prevent movement of structure; provide shoring and bracing if necessary.

2. Perform cutting to accomplish removals neatly and as specified for cutting new work.

3. Repair adjacent construction and finishes damaged during removal work.

4. Patch as specified for patching new work.

G. Adapt existing work to fit new work: Make as neat and smooth transition as possible.

1. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish.

2. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible.

3. When existing finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Architect.

4. Where removal of partitions or walls results in adjacent spaces becoming one, rework floors, walls, and ceilings to a smooth plane without breaks, steps, or bulkheads.

5. Where a change of plane of 1/4 inch or more occurs in existing work, submit recommendation for providing a smooth transition for Architect review and request instructions.

6. Trim existing wood doors as necessary to clear new floor finish. Refinish trim as required.

3.05 SALVAGE REQUIREMENTS

A. Coordinate with Architect to identify building components and equipment required to be removed and delivered to Owner.

B. Tag components and equipment designated for salvage.

C. Protect designated salvage items from demolition operations until items can be removed.

D. Carefully remove building components and equipment indicated to be salvaged.

E. Disassemble as required to permit removal from building.

F. Package small and loose parts to avoid loss.

2148-02/ CPSD - SMS G BLDG 02 4100 - 4 Demolition

G. Mark equipment and packaged parts to permit identification and consolidation of components of each salvaged item.

H. Prepare assembly instructions consistent with disassembled parts. Package assembly instructions in protective envelope and securely attach to each disassembled salvaged item.

I. Deliver salvaged items to Owner. Obtain signed receipt from Owner.

J. Salvaged items damaged or destroyed in the process of salvage, or any salvaged not performed shall be compensated to the Owner, by one of the methods listed here, as approved by the Architect:

1. Contractor shall replace items to Owner with an identical material in finish, quality and purpose of equal quantity.

2. The Architect will issue a document in accordance with Section 01 2000 - Price and

Payment Procedures, Modification Procedures, which will define the requirements

3.06 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

2148-02/ CPSD - SMS G BLDG 07 0500 - 1

Common Work Results for Thermal and Moisture Protection

ORW Architecture 04-25-2024

SECTION 07 0500

COMMON WORK RESULTS FOR THERMAL AND MOISTURE PROTECTION

PART 1 GENERAL

1.01 GENERAL REQUIREMENTS

A. All building envelope design shall be as per Oregon OSSC Building Code requirements.

1. Vapor barriers are required in all buildings and they shall be located on the warm side of insulation

2. Sealing of the building envelope.

a. Openings and penetrations in the building envelope are sealed with caulking materials or closed with gasketing systems compatible with the construction materials and location.

b. Joints and seams are sealed in the same manner or taped or covered with a moisture vapor-permeable wrapping material.

c. Sealing materials spanning joints between construction materials allow for expansion and contraction of the construction materials.

B. Coordinate with Common Work Results for Openings.

PART 2 PRODUCTS

2.01 INSULATION PRODUCTS

A. Product Rating.

1. Determine thermal resistance (R-value) of insulation in accordance with the U.S. FTC R-value rule.

PART 3 EXECUTION

3.01 SPECIAL EXECUTION REQUIREMENTS

A. Building thermal envelope insulation

1. Manufacturer shall apply R-value identification marks to each piece of insulation 12 inches or greater in width.

a. Alternately: Insulation installers shall provide a signed, dated and posted certification listing the type, manufacturer and R-value of insulation installed.

2. Refer to code section for blown or sprayed insulation installation/settling depths and marker requirements.

3. Installation

a. Install insulating materials to expose manufacturer's R-value mark for inspection.

b. Install all material, systems and equipment in accordance with the manufacturer's installation instructions and the International Building Code.

2148-02/ CPSD - SMS G BLDG 07 9200 - 1 Joint Sealants

SECTION 07 9200

JOINT SEALANTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Nonsag gunnable joint sealants.

B. Low-expanding opening perimeter sealants.

C. Joint backings and accessories.

1.02 RELATED REQUIREMENTS

A. Section 09 2116 - Gypsum Board Assemblies: Sealing acoustical and sound-rated walls and ceilings.

B. Section 096513 - Resilient Base: Sealant Required For Base In Wet Locations.

1.03 REFERENCE STANDARDS

A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2015 (Reapproved 2022).

B. ASTM C834 - Standard Specification for Latex Sealants; 2017 (Reapproved 2023).

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.

D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016 (Reapproved 2023).

E. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2022.

F. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid- Applied Sealants; 2023.

G. SCAQMD 1168 - Adhesive and Sealant Applications; 1989, with Amendment (2017).

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following.

1. Substrates for which use of primer is required.

2. Installation instructions, including precautions, limitations, and recommended backing materials and tools.

3. Sample product warranty.

4. Certification by manufacturer indicating that product complies with specification requirements.

C. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each product to be used, including physical characteristics, installation instructions, and recommended tools.

D. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for initial selection.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum 5 years documented experience.

B. Installer Qualifications: Company specializing in performing the work of this section and with at least three years of documented experience and approved by manufacturer.

C. Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s) to test each combination of sealant, substrate, backing, and accessories.

1. Stain Testing: In accordance with ASTM C1248; required only for stone substrates.

2. Deliver to manufacturer sufficient samples for testing.

D. Field Adhesion Tests of Joints: Test for adhesion using most appropriate method in accordance with ASTM C1521, or other applicable method as recommended by manufacturer.

2148-02/ CPSD - SMS G BLDG 07 9200 - 2 Joint Sealants

1.06 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

B. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure.

1. Warranty period: 20-years for exterior nonstaining silicone sealants; 5-years for all other exterior sealants; 2-years for interior sealants.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Design is based on products manufactured by Pecora Corporation: www.pecora.com.

B. Non-Sag Sealants: Permits application in joints on vertical surfaces without sagging or slumping.

1. Other acceptable manufacturers include:

2. Dow Corning Corporation: www.dowcorning.com/construction/sle.

3. Hilti, Inc: www.us.hilti.com/#sle.

4. Master Builders Solutions by BASF: www.master-builders-solutions.basf.us/en-us/#sle.

5. Sika Corporation: www.usa-sika.com.

6. Tremco Commercial Sealants & Waterproofing: www.tremcosealants.com/#sle.

7. Substitutions: See Section 01 6000 - Product Requirements.

C. Self-Leveling Sealants: Pourable or self-leveling sealant that has sufficient flow to form a smooth, level surface when applied in a horizontal joint.

1. Same manufacturers as Non-Sag Sealants.

2.02 JOINT SEALANT APPLICATIONS

A. Scope:

1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless specifically indicated not to be sealed. Exterior joints to be sealed include, but are not limited to, the following items.

a. Joints between door, window, and other frames and adjacent construction.

b. Other joints indicated below.

2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items.

a. Joints between door, window, and other frames and adjacent construction.

b. Other joints indicated below.

c. Services penetrations requiring sealants described in those divisions.

3. Do not seal the following types of joints.

a. Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device.

b. Joints where sealant is specified to be provided by manufacturer of product to be sealed.

c. Joints where installation of sealant is specified in another section.

d. Joints between suspended panel ceilings/grid and walls.

B. Type S-01 or S-02 -Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise indicated. Use at exterior (exposed) sealants between prefinished surfaces (PVDF coated metal, aluminum windows, etc.) and exterior (exposed) seals between porous masonry and concrete substrates.

1. Type S-03 - Exterior Joints which require textured appearance.

C. S-10 Interior Joints (walls and ceilings) in non-wet areas: Use non-sag Acrylic emulsion latex sealant, unless otherwise indicated.

1. Type S-03 - Wall and Ceiling Joints in Non-Wet Areas, limited to 7.5% movement: Acrylic emulsion latex sealant.

2. Type S-11 - In Sound-Rated Assemblies: Acrylic emulsion latex sealant.

2148-02/ CPSD - SMS G BLDG 07 9200 - 3 Joint Sealants

3. Type S-16 - Air voids, shim spaces around doors and windows: Low-expanding, polyurethane Foam.

2.03 JOINT SEALANTS - GENERAL

A. Sealants and Primers: Provide products having lower volatile organic compound (VOC) content than indicated in SCAQMD 1168.

2.04 NONSAG JOINT SEALANTS

A. Type S-01 - Non-Staining High Movement Exterior Silicone Sealant: ASTM C920, Type S, Grade NS, Class100/50, Uses M and A; SWRI Validated; not expected to withstand continuous water immersion or traffic.

1. Movement Capability: Plus 100 percent, minus 50 percent, minimum.

2. Non-Staining To Porous Stone: Non-staining to natural stone when tested in accordance with {\rs\#1}.

3. Color: To be selected by Architect from manufacturer's full range.

4. Cure Type: Single-component, neutral moisture curing.

5. Service Temperature Range: Minus 65 to 180 degrees F.

6. Manufacturers:

a. Pecora Corporation; 890NST Ultra Low Modulus Architectural Silicone Sealant - Class 100: www.pecora.com.

or

b. Pecora Corporation; 890FTS Field Tintable Ultra Low Modulus Architectural Silicone Sealant - Class 100: www.pecora.com.

or

c. Pecora Corporation; 895NST Medium Modulus Structural Glazing & Weatherproofing Silicone Sealant - Class 50: www.pecora.com.

B. Type S-02 Non-Staining General Purpose Exterior Silicone Sealant: ASTM C920, Type S, Grade NS, Class 50, Uses M and A; SWRI Validated; not expected to withstand continuous water immersion or traffic.

1. Movement Capability: Plus and minus 50 percent, minimum.

2. Non-Staining To Porous Stone: Non-staining to natural stone when tested in accordance with.

3. Color: To be selected by Architect from manufacturer's full range.

4. Cure Type: Single-component, neutral moisture curing.

5. Service Temperature Range: Minus 65 to 180 degrees F.

6. Manufacturers:

a. Pecora Corporation; 864 NST Non-Staining, Low Modulus Architectural Silicone Sealant: www.pecora.com.

C. Type S-03 Non-Staining Silicone Sealant, textured: ASTM C 920, Type S, Grade NS, Class 50, Use NT; SWRI Validated; nonstaining, single-component, textured silicone sealant.

1. Color: To be selected by Architect from manufacturer's full range.

2. Manufacturers:

a. Pecora Corporation; 890FTS-TXTR : www.pecora.com.

D. Type S-07 Polyurethane Sealant for Continuous Water Immersion: {rs#1}, Grade NS, Class 50, Uses NT, M, O and A; multi-component; explicitly approved by manufacturer for continuous water immersion; suitable for traffic exposure when recessed below traffic surface .

1. Movement Capability: Plus and minus 50 percent, minimum.

2. Hardness Range: 20 to 35, Shore A, when tested in accordance with ASTM C661.

3. Color: To be selected by Architect from manufacturer's standard range.

4. Service Temperature Range: Minus 40 to 180 degrees F.

5. Manufacturers:

a. Pecora Corporation; DynaTrol II General Purpose Two Part Polyurethane Sealant :

www.pecora.com.

E. Type S-10 Acrylic Emulsion Latex: Water-based; ASTM C834, single component, non-staining, non-bleeding, non-sagging; not intended for exterior use.

2148-02/ CPSD - SMS G BLDG 07 9200 - 4 Joint Sealants

1. Color: To be selected by Architect from manufacturer's full range.

2. Manufacturers:

a. Pecora Corporation; AC-20 + Silicone Acrylic Latex Caulking Compound:

www.pecora.com.

2.05 SELF-LEVELING SEALANTS

A. Type S-16 - Flexible Polyurethane Foam: Single-component, gun grade, and low-expanding.

1. Color: None - N/AManufacturers standard.

2. Manufacturers:

a. DAP Products Inc; DRAFTSTOP 812 Foam: www.dapspecline.com/#sle.

b. Tremco Commercial Sealants & Waterproofing; ExoAir Flex Foam:

www.tremcosealants.com/#sle.

c. Dow Corporation; DOW Great Stuff Pro, Window and Door: greatstuff.dow.com.

2.06 ACCESSORIES

A. Backer Rod: Cylindrical cellular foam rod with surface that sealant will not adhere to, compatible with specific sealant used, and recommended by backing and sealant manufacturers for specific application.

1. Type for Joints Not Subject to Pedestrian or Vehicular Traffic: ASTM C1330; Type C -

Closed Cell Polyethylene.

2. Open Cell: 40 to 50 percent larger in diameter than joint width.

3. Closed Cell and Bi-Cellular: 25 to 33 percent larger in diameter than joint width.

B. Backing Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to and recommended by tape and sealant manufacturers for specific application.

C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive residue, and compatible with surfaces adjacent to joints and sealants.

D. Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealant manufacturer; compatible with joint forming materials.

E. Primers: Type recommended by sealant manufacturer to suit application; non-staining.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that joints are ready to receive work.

B. Verify that backing materials are compatible with sealants.

3.02 PREPARATION

A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable.

E. Concrete Floor Joints That Will Be Exposed in Completed Work: Test joint filler in inconspicuous area to verify that it does not stain or discolor slab.

3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.

C. Perform acoustical sealant application work in accordance with ASTM C919.

D. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer, except where specific dimensions are indicated.

2148-02/ CPSD - SMS G BLDG 07 9200 - 5 Joint Sealants

E. Install polyethylene joint backer without punctures or tears in skin during the installation;

Replace entirely, or delay sealant application for four (4) hours minimum for outgassing prior to the application of any sealant.

F. Install bond breaker backing tape where backer rod cannot be used.

G. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces.

H. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed.

I. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface.

J. Concrete Floor Joint Filler: After full cure, shave joint filler flush with top of concrete slab.

3.04 FIELD QUALITY CONTROL

A. See Section 01 4000 - Quality Requirements for additional requirements.

B. Perform field quality control inspection/testing as specified in PART 1 under QUALITY ASSURANCE article.

C. Remove and replace failed portions of sealants using same materials and procedures as indicated for original installation.

2148-02/ CPSD - SMS G BLDG 08 0500 - 1 Common Work Results for Openings

SECTION 08 0500

COMMON WORK RESULTS FOR OPENINGS

PART 1 GENERAL

1.01 GENERAL REQUIREMENTS

A. All building envelope design shall be as per Oregon OSSC Building Code requirements, and ASHRAE Standard 90.1-2016.

B. Weather and Vapor barriers are shall be coordinated with openings, PART 2 PRODUCTS

2.01 WINDOW AND DOOR ASSEMBLIES.

A. Air leakage for fenestration and doors shall be determined in accordance with AAMA/WDMA/CSA 101/I.S.2/A440, NFRC 400, or ASTM E283 as specified below. Air leakage shall be determined by a laboratory accredited by a nationally recognized accreditation organization, such as the National Fenestration Rating Council, and shall be labeled and certified by the manufacturer.

B. U-Factors, Solar Heat Gain Coefficient (SHGC)

1. U-factors shall be determined in accordance with NFRC 100.

2. All fenestration with U-factors, SHGC, or visible transmittance determined, certified, and labeled in accordance with NFRC 100, 200, and 300, respectively, shall be assigned those values.

PART 3 EXECUTION

3.01 SPECIAL EXECUTION REQUIREMENTS

A. Labeling

1. All manufactured and site-built fenestration and door products shall be labeled, or a signed and dated certificate shall be provided, by the manufacturer, listing the U-factor, SHGC, VT, and air leakage rate.

2. Do not remove the temporary label affixed to the fenestration products prior to inspection.

2148-02/ CPSD - SMS G BLDG 08 1113 - 1 Hollow Metal Doors and Frames

SECTION 08 1113

HOLLOW METAL DOORS AND FRAMES

PART 1 GENERAL

1.01 SECTION INCLUDES

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

B. Thermally insulated hollow metal doors with frames.

1.02 RELATED REQUIREMENTS

A. Section 08 7100 - Door Hardware.

B. Section 09 9113 - Exterior Painting: Field painting.

1.03 ABBREVIATIONS AND ACRONYMS

A. ANSI: American National Standards Institute.

B. SDI: Steel Door Institute.

1.04 REFERENCE STANDARDS

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

B. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009.

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

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

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

F. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2023.

G. 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.

H. 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.

I. BHMA A156.115 - Hardware Preparation in Steel Doors and Frames; 2016.

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

K. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames; 2002.

L. NAAMM HMMA 831 - Hardware Locations for Hollow Metal Doors and Frames; 2011.

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

N. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames;

2014.

O. SDI 117 - Manufacturing Tolerances for Standard Steel Doors and Frames; 2023.

1.05 SUBMITTALS

A. See Section 01 3000 - 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.

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

2148-02/ CPSD - SMS G BLDG 08 1113 - 2 Hollow Metal Doors and Frames

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

E. Installation Instructions: Manufacturer's published instructions, including any special installation instructions relating to this project.

F. Manufacturer's Certificate: Certification that products meet or exceed specified requirements.

G. Manufacturer's Qualification Statement.

1.06 QUALITY ASSURANCE

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

1. Manufacturer shall have been producing products of this section with not less than three years documented experience.

B. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented experience.

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

D. It is the intent of this specification to provide a general guideline for quality, function, and design of the Steel Doors and Frames. It is specific responsibility of Steel Doors and Frames Supplier to furnish products which are fully functional, in full compliance with State and Local Building Codes, and Handicap Codes. Any supplier bidding on this section of work will notify the Architect prior to bidding of discrepancies or will be assumed to have included correct material to make this compliance.

1.07 DELIVERY, STORAGE, AND HANDLING

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

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

1.08 COORDINATION

A. Section 013000 - Administrative Requirements: Coordination and project conditions.

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

1.09 WARRANTY

A. Provide five 5 year manufacturers warranty under provisions of Section 017000.

B. Doors shall be guaranteed in writing to be of good material and workmanship and to be free from defects at the time of installation.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Hollow Metal Doors and Frames:

1. Design Basis: Steelcraft, an Allegion brand : www.allegion.com/#sle.

2. Substitutions: See Section 01 6000 - Product Requirements.

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.

3. Exterior Door Top Closures: Flush end closure channel, with top and door faces aligned.

4. Door Edge Profile: Hinged edge square, and lock edge beveled.

5. Typical Door Face Sheets: Flush.

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6. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings. Style: Manufacturer's standard.

7. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements.

a. Hinge reinforcements shall be 8-gauge for 1-3/4" doors.

b. Lock reinforcements shall be 16-gage.

c. Closer reinforcements 14-gage box minimum 20" long.

d. Hinge and lock reinforcements shall be projection welded to the edge of the door.

e. Galvanized doors shall have galvanized hardware reinforcements.

f. Adequate reinforcements shall be provided for other hardware as required.

g. All doors shall have a high frequency hinge reinforcement at the top hinge.

8. Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal components zinc-coated (galvanized) and/or zinc-iron alloy-coated (galvannealed) by the hot-dip process in accordance with ASTM A653/A653M, with manufacturer's standard coating thickness, unless noted otherwise for specific hollow metal doors and frames.

a. Based on SDI Standards: Provide at least A40/ZF120 (galvannealed) when necessary, coating not required for typical interior door applications, and at least A60/ZF180 (galvannealed) for corrosive locations.

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. Model 2, Filled Seam Method: Edge seams tack welded, and above and below hardware cut outs with epoxy filled vertical seams.

B. HM-1 Exterior Doors: Thermally 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 2 - Seamless.

d. Door Face Metal Thickness: 16 gauge, 0.053 inch, minimum.

2. Door Core Material: Manufacturers standard core material/construction and in compliance with requirements.

3. Door Thickness: 1-3/4 inches, nominal.

4. Provide high frequency hinge reinforcements.

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

1. Grade: ANSI/SDI A250.8 (SDI-100); Level 3 - Extra Heavy-Duty, Physical Performance

Level A, Model 1 - Full Flush.

a. Level 3 - Extra Heavy-duty.

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

A250.4.

c. Door Face Metal Thickness: 16 gauge, 0.053 inch , minimum.

2. Door Core Material: Manufacturers standard core material/construction and in compliance with requirements.

3. Door Thickness: 1-3/4 inches, 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.

2148-02/ CPSD - SMS G BLDG 08 1113 - 4 Hollow Metal Doors and Frames

C. Exterior Door Frames: Face welded type .

1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A653/A653M, with A60/ZF180 coating.

2. Frame Metal Thickness: 18 gauge, 0.042 inch, minimum.

D. Interior Door Frames , Non-Fire-Rated : Face welded type .

1. Frame Metal Thickness: 18 gauge, 0.042 inch, minimum.

2.05 FINISHES

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

B. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15 mil, 0.015 inch 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. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door, three on center mullion of pairs, and two on head of pairs without center mullions.

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

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

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

3.02 PREPARATION

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. Coordinate installation of electrical connections to electrical hardware items.

3.04 TOLERANCES

A. Clearances Between Door and Frame: Comply with related requirements of specified frame standards or custom guidelines indicated in accordance with SDI 117 or NAAMM HMMA 861.

B. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner.

3.05 ADJUSTING

A. Adjust for smooth and balanced door movement.

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

2148-02/ CPSD - SMS G BLDG 08 7100 - 1 Door Hardware

SECTION 08 7100

DOOR HARDWARE

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Mechanical and electrified door hardware

B. Related Sections:

1. Division 07 Section ''Joint Sealants'' for sealant requirements applicable to threshold installation specified in this section.

2. Division 08 Sections:

a. ''Metal Doors and Frames''

1.02 REFERENCES

A. UL LLC

1. UL 1784 - Air Leakage Tests of Door Assemblies

2. UL 305 - Panic Hardware

B. DHI - Door and Hardware Institute

1. Sequence and Format for the Hardware Schedule

2. Recommended Locations for Builders Hardware

3. Keying Systems and Nomenclature

4. Installation Guide for Doors and Hardware

C. ANSI - American National Standards Institute

1. ANSI A117.1 – 2017 Edition – Accessible and Usable Buildings and Facilities

2. ANSI/BHMA A156.1 - A156.29, and ANSI/BHMA A156.31 - Standards for Hardware and

Specialties

3. ANSI/BHMA A156.28 - Recommended Practices for Keying Systems

4. ANSI/WDMA I.S. 1A - Interior Architectural Wood Flush Doors

5. ANSI/SDI A250.8 - Standard Steel Doors and Frames

1.03 SUBMITTALS

A. General:

1. Prior to forwarding submittal:

a. Review drawings and Sections from related trades to verify compatibility with specified hardware.

b. Highlight, encircle, or otherwise specifically identify on submittals: deviations from Contract Documents, issues of incompatibility or other issues which may detrimentally affect the Work.

B. Action Submittals:

1. Product Data: Submit technical product data for each item of door hardware, installation instructions, maintenance of operating parts and finish, and other information necessary to show compliance with requirements.

2. Samples for Verification: If requested by Architect, submit production sample of requested door hardware unit in finish indicated and tagged with full description for coordination with schedule.

a. Samples will be returned to supplier. Units that are acceptable to Architect may, after final check of operations, be incorporated into Work, within limitations of key coordination requirements.

3. Door Hardware Schedule:

a. Submit concurrent with submissions of Product Data, Samples, and Shop Drawings.

Coordinate submission of door hardware schedule with scheduling requirements of other work to facilitate fabrication of other work critical in Project construction schedule.

2148-02/ CPSD - SMS G BLDG 08 7100 - 2 Door Hardware

b. Submit under direct supervision of a Door Hardware Institute (DHI) certified Architectural Hardware Consultant (AHC) or Door Hardware Consultant (DHC) with hardware sets in vertical format as illustrated by Sequence of Format for the Hardware Schedule published by DHI.

c. Indicate complete designations of each item required for each opening, include:

1) Door Index: door number, heading number, and Architect's hardware set number.

2) Quantity, type, style, function, size, and finish of each hardware item.

3) Name and manufacturer of each item.

4) Fastenings and other pertinent information.

5) Location of each hardware set cross-referenced to indications on Drawings.

6) Explanation of all abbreviations, symbols, and codes contained in schedule.

7) Mounting locations for hardware.

8) Door and frame sizes and materials.

9) Degree of door swing and handing.

10) Operational Description of openings with electrified hardware covering egress, ingress (access), and fire/smoke alarm connections.

4. Key Schedule:

a. After Keying Conference, provide keying schedule that includes levels of keying, explanations of key system's function, key symbols used, and door numbers controlled.

b. Use ANSI/BHMA A156.28 ''Recommended Practices for Keying Systems'' as guideline for nomenclature, definitions, and approach for selecting optimal keying system.

c. Provide 3 copies of keying schedule for review prepared and detailed in accordance with referenced DHI publication. Include schematic keying diagram and index each key to unique door designations.

d. Index keying schedule by door number, keyset, hardware heading number, cross keying instructions, and special key stamping instructions.

e. Provide one complete bitting list of key cuts and one key system schematic illustrating system usage and expansion. Forward bitting list, key cuts and key system schematic directly to Owner, by means as directed by Owner.

f. Prepare key schedule by or under supervision of supplier, detailing Owner's final keying instructions for locks.

C. Closeout Submittals:

1. Operations and Maintenance Data: Provide in accordance with Division 01 and include:

a. Complete information on care, maintenance, and adjustment; data on repair and replacement parts, and information on preservation of finishes.

b. Catalog pages for each product.

c. Final approved hardware schedule edited to reflect conditions as installed.

d. Final keying schedule

e. Copy of warranties including appropriate reference numbers for manufacturers to identify project.

f. As-installed wiring diagrams for each opening connected to power, both low voltage and 110 volts.

1.04 QUALITY ASSURANCE

A. Qualifications and Responsibilities:

1. Supplier: Recognized architectural hardware supplier with a minimum of 5 years documented experience supplying both mechanical and electromechanical door hardware similar in quantity, type, and quality to that indicated for this Project. Supplier to be recognized as a factory direct distributor by the manufacturer of the primary materials with a warehousing facility in the Project’s vicinity. Supplier to have on staff, a certified Architectural Hardware Consultant (AHC) or Door Hardware Consultant (DHC) available to Owner, Architect, and Contractor, at reasonable times during the Work for consultation.

2148-02/ CPSD - SMS G BLDG 08 7100 - 3 Door Hardware

2. Installer: Qualified tradesperson skilled in the application of commercial grade hardware with experience installing door hardware similar in quantity, type, and quality as indicated for this Project.

3. Architectural Hardware Consultant: Person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project and meets these requirements:

a. For door hardware: DHI certified AHC or DHC.

b. Can provide installation and technical data to Architect and other related subcontractors.

c. Can inspect and verify components are in working order upon completion of installation.

d. Capable of producing wiring diagram and coordinating installation of electrified hardware with Architect and electrical engineers.

4. Single Source Responsibility: Obtain each type of door hardware from single manufacturer.

B. Certifications:

1. Accessibility Requirements:

a. Comply with governing accessibility regulations cited in ''REFERENCES'' article 087100, 1.02.C herein for door hardware on doors in an accessible route. This project must comply with all Federal Americans with Disability Act regulations and all Local Accessibility Regulations.

C. Pre-Installation Meetings

1. Keying Conference

a. Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system including:

1) Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion.

2) Preliminary key system schematic diagram.

3) Requirements for key control system.

4) Requirements for access control.

5) Address for delivery of keys.

2. Pre-installation Conference

a. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

b. Inspect and discuss preparatory work performed by other trades.

c. Inspect and discuss electrical roughing-in for electrified door hardware.

d. Review sequence of operation for each type of electrified door hardware.

e. Review required testing, inspecting, and certifying procedures.

f. Review questions or concerns related to proper installation and adjustment of door hardware.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Inventory door hardware on receipt and provide secure lock-up for hardware delivered to Project site. Promptly replace products damaged during shipping.

B. Tag each item or package separately with identification coordinated with final door hardware schedule, and include installation instructions, templates, and necessary fasteners with each item or package.