section 08 12 13 standard steel...

Seashore Learning Center July 28, 2017 15733 S. Padre Island Drive Construction Documents Project Number 1707 08 12 13 - 1 STANDARD STEEL FRAMES

SECTION 08 12 13

STANDARD STEEL FRAMES

PART 1 GENERAL

1.1 SUMMARY

A. Section includes non-rated and thermally insulated steel frames.

B. Related Sections: 1. Section 08 13 13 - Standard Steel Doors. 2. Section 08 71 00 - Door Hardware: Hardware, silencers and weatherstripping. 3. Section 08 80 00 - Glazing.

1.2 REFERENCES

A. American National Standards Institute: 1. ANSI A250.8 - Recommended Specifications for Standard Steel Doors and Frames.

B. ASTM International: 1. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or

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

C. National Fire Protection Association: 1. NFPA 80 - Standard for Fire Doors, Fire Windows. 2. NFPA 105 - Standard for the Installation of Smoke Door Assemblies and other Opening

Protectives. 3. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies.

D. Underwriters Laboratories Inc.: 1. UL 10B - Fire Tests of Door Assemblies. 2. UL 10C - Positive Pressure Fire Tests of Door Assemblies. 3. UL 1784 - Air Leakage Tests of Door Assemblies.

1.3 SUBMITTALS

A. Section 01 33 00 - Submittal Procedures: Submittal procedures.

B. Shop Drawings: Indicate frame elevations, reinforcement, anchor types and spacing, location of cut-outs for hardware, and finish.

C. Product Data: Submit frame configuration and finishes.

D. Manufacturer's Installation Instructions: Submit special installation instructions.

E. Manufacturer's Certificate: Certify products meet or exceed specified requirements.


1.4 QUALITY ASSURANCE

A. Conform to requirements of ANSI A250.8.

1.5 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Section 01 60 00 - Product Requirements: Product storage and handling requirements.

B. Accept frames on site in manufacturer's packaging. Inspect for damage.

C. Break seal on-site to permit ventilation.

1.7 COORDINATION

A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.

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

C. Sequence installation to accommodate required door hardware electric wire connections.

PART 2 PRODUCTS

2.1 STANDARD STEEL FRAMES

A. Manufacturers: 1. Amweld Building Products, Inc. 2. Ceco Door Products 3. Republic Builders Products 4. Steelcraft 5. Substitutions: Section 01 60 00 - Product Requirements.

B. Product Description: Standard shop fabricated steel frames, non-rated types. 1. Frames: To suit ANSI A250.8 Grade and Model of door specified in Section 08 13 14.

2.2 ACCESSORIES

A. Removable Stops: Rolled steel channel shape, butted corners; prepared for countersink style tamper proof screws.

B. Bituminous Coating: Non-asbestos fibered asphalt emulsion.

C. Primer: ANSI A250.10 rust inhibitive type.

D. Silencers: Specified in Section 08 71 00.


E. Weatherstripping: Specified in Section 08 71 00.

2.3 FABRICATION

A. Fabricate frames as welded unit.

B. Mullions for Double Doors: Removable type, of same profiles as jambs.

C. Fabricate frames with hardware reinforcement plates welded in place. Provide mortar guard boxes.

D. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top.

E. Prepare frames for silencers. Provide three single silencers for single doors and mullions of double doors on strike side. Provide two single silencers on frame head at double doors without mullions.

F. Configure exterior frames with special profile to receive recessed weatherstripping.

2.4 SHOP FINISHING

A. Steel Sheet: Galvanized to ASTM A653/A653M A40.

B. Primer: Baked.

C. Coat inside of frame profile with bituminous coating to minimum thickness of 1/16 inch.

PART 3 EXECUTION

3.1 EXAMINATION


B. Verify opening sizes and tolerances are acceptable.

3.2 INSTALLATION

A. Install frames in accordance with ANSI A250.8.

B. Coordinate with gypsum board wall construction for anchor placement.

C. Coordinate installation of frames with installation of hardware specified in Section 08 71 00 and doors in Section 08 13 14.

D. Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor.


3.3 ERECTION TOLERANCES

A. Section 01 40 00 - Quality Requirements: Tolerances.

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

3.4 SCHEDULE

A. Refer to Door and Frame Schedule in construction drawings.

END OF SECTION

Seashore Learning Center July 28, 2017 15733 S. Padre Island Drive Construction Documents Project Number 1707 08 13 13 - 1 STANDARD STEEL DOORS

SECTION 08 13 13

STANDARD STEEL DOORS

PART 1 GENERAL

1.1 SUMMARY

A. Section includes thermally insulated steel doors and panels.

B. Related Sections: 1. Section 08 12 14 - Standard Steel Frames. 2. Section 08 71 00 - Door Hardware. 3. Section 09 90 00 - Painting and Coating: Field painting of doors.

1.2 REFERENCES

A. American National Standards Institute: 1. ANSI A250.8 - Recommended Specifications for Standard Steel Doors and Frames.

B. ASTM International: 1. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or

Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 2. ASTM C1363 - Standard Test Method for the Thermal Performance of Building Assemblies

by Means of a Hot Box Apparatus. 3. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building

Materials. 4. ASTM E413 - Classification for Rating Sound Insulation.

C. Hollow Metal Manufacturers Association: 1. HMMA 810 - Hollow Metal Doors.

D. National Fire Protection Association: 1. NFPA 80 - Standard for Fire Doors, Fire Windows. 2. NFPA 105 - Standard for the Installation of Smoke Door Assemblies and other Opening


E. Steel Door Institute: 1. SDI 108 - Recommended Selection and Usage Guide for Standard Steel Doors.

F. Underwriters Laboratories Inc.: 1. UL 10B - Fire Tests of Door Assemblies. 2. UL 10C - Positive Pressure Fire Tests of Door Assemblies. 3. UL 1784 - Air Leakage Tests of Door Assemblies.


1.3 SUBMITTALS

A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.

B. Shop Drawings: Indicate door elevations, internal reinforcement, closure method, and finishes.

C. Product Data: Submit door configurations, location of cut-outs for hardware reinforcement.

D. Manufacturer's Installation Instructions: Submit special installation instructions.


A. Perform Work in accordance with ANSI A250.8.

1.5 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing Products specified in this section with minimum three years experience.

B. Installer: Company specializing in performing work of this section with minimum three years’ experience approved by manufacturer.


A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and protecting products.

B. Accept doors on site in manufacturer's packaging. Inspect for damage.

C. Break seal on site to permit ventilation.

1.7 COORDINATION

A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.

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

C. Coordinate installation to accommodate door hardware electric wire connections.

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

A. Manufacturers: 1. Amweld Building Products, Inc. 2. Ceco Door Products 3. Republic Builders Products 4. Steelcraft 5. Substitutions: Section 01 60 00 - Product Requirements


B. Product Description: 1. Exterior Doors (Insulated): ANSI A250.8, 1-3/4 inch thick.

a. Level 1 - Standard Duty, Model 1, full flush design.

2.2 COMPONENTS

A. Face: Steel sheet in accordance with ANSI A250.

B. End Closure: Channel, 0.04 inches thick, flush.

C. Core: polyurethane or polystyrene foam

D. Thermal Insulated Door: Total insulation R-Value of 2.4, measured in accordance with ASTM C1363. U-Factor of 0.416 minimum.

2.3 ACCESSORIES

A. Astragals for Double Doors: reference section 08 71 00.

B. Primer: ANSI A250.10 rust inhibitive type.

2.4 FABRICATION

A. Fabricate doors with hardware reinforcement welded in place.

2.5 SHOP FINISHING

A. Steel Sheet: Galvanized to ASTM A653/A653M A40.

B. Primer: Baked.

2.6 FINISHING

A. Filed paint in color as selected by Architect. Reference section 09 90 00 for paint type and finish.

PART 3 EXECUTION

3.1 EXAMINATION

A. Section 01 30 00 - Administrative Requirements: Verification of existing conditions before starting work.


3.2 INSTALLATION

A. Install doors in accordance with ANSI A250.8.


B. Coordinate installation of doors with installation of frames specified in Section 08 12 14 and hardware specified in Section 08 71 00.

C. Touch-up damaged shop finishes.



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

3.4 ADJUSTING

A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for adjusting.

B. Adjust door for smooth and balanced door movement.

3.5 SCHEDULE

A. Refer to Door and Frame Schedule in construction drawings.

END OF SECTION

Seashore Learning Center July 28, 2017 15733 S. Padre Island Drive Construction Documents Project Number 1707 08 14 16 - 1 FLUSH WOOD DOORS

SECTION 08 14 16

FLUSH WOOD DOORS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: 1. Flush wood doors.

B. Related Requirements: 1. Section 08 41 13 – Aluminum-Framed Entrances and Storefronts 2. Section 08 51 13 – Aluminum Windows 3. Section 08 71 00 - Door Hardware. 4. Section 08 80 00 - Glazing.

1.2 REFERENCES

A. American National Standards Institute: 1. ANSI A135.4 - Basic Hardboard.

B. Architectural Woodwork Institute: 1. AWI AWS - Architectural Woodwork Standards.

C. Hardwood Plywood and Veneer Association: 1. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood.

D. National Electrical Manufacturers Association: 1. NEMA LD 3 - High Pressure Decorative Laminates.

E. National Fire Protection Association: 1. NFPA 80 - Standard for Fire Doors, Fire Windows. 2. NFPA 105 - Standard for the Installation of Smoke Door Assemblies and other Opening


F. Underwriters Laboratories Inc.: 1. UL 10C - Positive Pressure Fire Tests of Door Assemblies. 2. UL 1784 - Air Leakage Tests of Door Assemblies.

G. Wood Window and Door Manufacturers Association: 1. WDMA I.S 1A - Architectural Wood Flush Doors.

1.3 COORDINATION



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

1.4 SUBMITTALS


B. Product Data: 1. Submit data for door core materials and construction. 2. Submit data for veneer species, type and characteristics.

C. Shop Drawings: 1. Indicate door opening criteria, elevations, sizes, types, swings, undercuts required, special

blocking for hardware. 2. Indicate cutouts for glazing and louvers.

D. Samples: 1. Submit two samples of door construction, 12 x 12inch in size cut from corner of door. 2. Submit two samples of door veneer, 8 x 8 inch in size illustrating plastic laminate pattern

and color.

E. Manufacturers' Instructions: Submit special installation instructions.

F. Qualification Statements:

1. Submit manufacturer experience qualifications.


A. Perform Work in accordance with AWI AWS Section 9, Custom Grade.

B. Fire Rated Door Construction: Conform to one of the following: 1. NFPA 252; with neutral pressure level at 40 inches maximum above sill at 5 minutes into

test. 2. UL 10C.

C. Installed Fire Rated Door Assembly: Conform to NFPA 80 for fire rated class as indicated on Drawings.

D. Smoke and Draft Control Doors: Tested in accordance with UL 1784 and installed in accordance with NFPA 105. 1. Air Leakage: Maximum 3.0 cfm/sf of door opening with 0.10 inch water gage pressure

differential.

E. Attach label from agency approved by authority having jurisdiction to identify each fire rated door.


1.6 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience.



B. Package, deliver and store doors in accordance with AWI AWS Section 2.

C. Accept doors on site in manufacturer's packaging. Inspect for damage. 1. Break seal on site to permit ventilation.

1.8 WARRANTY

A. Section 01 70 00 - Execution and Closeout Requirements: Product warranties and product bonds.

B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction.

C. Interior Doors: 1. Factory Finished Doors: Furnish manufacturer’s life of installation warranty.

PART 2 PRODUCTS

2.1 FLUSH WOOD DOORS

A. Manufacturer and Product List: 1. Algoma Hardwoods Inc. 2. Eggers Industries 3. Marshfield Door Systems 4. Graham Wood Doors 5. The Maiman Company 6. Section 01 60 00 - Product Requirements: Requirements for substitutions for other

manufacturers and products.

B. Flush Interior Doors: Solid core. 1. Thickness: 1-3/4 inches. 2. Face Construction: Five ply. 3. Performance Duty Level: Heavy duty. 4. Quality Grade: Custom.

C. Performance / Design Criteria: 1. Performance Duty Level: WDMA I.S. 1A. 2. Fire Resistance: As indicated on Drawings.


2.2 MATERIALS

A. Solid Core, Non-Rated: AWI Section 1300, Type FSLC - Framed Non-Glued (Drop In) Stave Lumber.

B. Plastic Laminate Facing (Interior): NEMA LD-3, General Purpose Type, 0.125 inch thick, finish, color and pattern, as indicated in finish schedule 09 00 00.

C. Cross Banding Behind Laminate Finish: manufacturer’s standard construction.

D. Facing Adhesive: Type II - water resistant.

2.3 FABRICATION

A. Fabricate doors in accordance with AWI AWS Section 9 requirements.

B. Furnish lock blocks at lock edge and top of door for closer for hardware reinforcement.

C. Vertical Exposed Edge of Stiles: Of same laminate matching door facing.

D. Fit door edge trim to edge of stiles after applying veneer facing.

E. Bond edge banding to cores.

F. Provide edge clearances in accordance with AWI AWS Section 9.

2.4 FINISHES

A. Finish work in accordance with AWI AWS Section 5; Custom Grade.

B. Plastic laminate finish is described in section 09 00 00.

C. Factory finish doors in accordance with approved sample.

2.5 ACCESSORIES

A. Flashing: Extruded aluminum, size and configuration to suit application, single piece full length.

PART 3 EXECUTION

3.1 EXAMINATION

A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for installation examination.


C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or alignment.


3.2 INSTALLATION

A. Install doors in accordance with AWI AWS Section 9 and manufacturer's instructions.

B. Field Fitting and Trimming: 1. Trim non-rated door width by cutting equally on both jamb edges. 2. Trim door height by cutting bottom edges to maximum of 3/4 inch.

a. Trim fire door height at bottom edge only, in accordance with fire rating requirements. 3. Machine cut doors for hardware installation.

C. Coordinate installation of doors with installation of frames specified in Section 08 12 14 and hardware specified in Section 08 71 00.

3.3 TOLERANCES


B. Maximum Diagonal Distortion (Warp): 1/8 inch measured with straight edge or taut string, corner to corner, over imaginary 36 x 84 inches surface area.

C. Maximum Vertical Distortion (Bow): 1/8 inch measured with straight edge or taut string, top to bottom, over imaginary 36 x 84 inches surface area.

D. Maximum Width Distortion (Cup): 1/8 inch measured with straight edge or taut string, edge to edge, over imaginary 36 x 84 inches surface area.

3.4 ADJUSTING

A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for starting and adjusting.

B. Adjust door for smooth and balanced door movement.

C. Adjust door closer for full closure.

3.5 SCHEDULE

A. Refer to Door and Frame Schedule in drawings.

END OF SECTION

Seashore Learning Center July 28, 2017 15733 S. Padre Island Dr. Construction Documents Project Number 1707 08 31 13 - 1 TABLE OF CONTENTS

SECTION 08 31 13

ACCESS DOORS AND FRAMES

PART 1 GENERAL

1.1 SUMMARY

A. Section includes non-rated access doors and panels with frames for interior use. 1. Provide for access to controls, valves, traps, dampers, cleanouts, wiring and similar items

requiring operation behind inaccessible finished surfaces. 2. Coordinate exact locations with various trades and owner to assure proper placement of

access doors and panels.

B. Related Sections: 1. Section 09 21 16 – Gypsum Board Assemblies 2. Section 09 90 00 - Painting and Coating: Field paint finish.

1.2 REFERENCES

A. ASTM International: 1. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials.

B. Intertek Testing Services (Warnock Hersey Listed): 1. WH - Certification Listings.

C. National Fire Protection Association: 1. NFPA 80 - Standard for Fire Doors, Fire Windows. 2. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies. 3. NFPA 288 - NFPA 288: Standard Method of Fire Tests of Floor Fire Door Assemblies

Installed Horizontally in Fire Resistance-Rated Floor Systems.

D. Underwriters Laboratories Inc.: 1. UL 10B - Fire Tests of Door Assemblies. 2. UL 263 - Standard for Safety for Fire Tests of Building Construction and Materials.

1.3 SUBMITTALS


B. Shop Drawings: Indicate exact position of access door units and quantities to be provided.

C. Product Data: Submit literature indicating sizes, types, finishes, hardware, scheduled locations, fire resistance listings, and details of adjoining work.

D. Manufacturer's Installation Instructions: Submit installation requirements and rough-in dimensions.


1.4 CLOSEOUT SUBMITTALS

A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.

B. Project Record Documents: Record actual locations of access units.

1.5 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified with minimum three years experience.

1.6 COORDINATION

A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.

B. Coordinate Work with work requiring controls, valves, traps, dampers, cleanouts, and similar items requiring operation being located behind finished surfaces.

PART 2 PRODUCTS

2.1 ACCESS DOORS AND PANELS

A. Manufacturers: 1. J. L. Industries. 2. Karp Associates, Inc. 3. Milcor LTD, Partnership. 4. Nystrom Products Co. 5. Elmdor Access Doors 6. Substitutions: Section 01 60 00 - Product Requirements.

B. Flush Framed Interior Access Doors: Frames and nominal 1 inch wide exposed flanges of 16 gage steel and door panels of 14 gage steel.

2.2 FABRICATION

A. Fabricate units of continuous welded construction; weld, fill, and grind joints to assure flush and square unit.

B. Wall and Ceiling Access Door and Panel Hardware: 1. Hinge: Standard continuous or concealed spring pin type, 175 degree steel hinges. 2. Lock: Self-latching lock. Screw driver slot for quarter turn cam lock.

C. Size Variations: Obtain acceptance of manufacturer’s standard size units which vary slightly from sizes shown or scheduled.

2.3 SHOP FINISHING

A. Base Metal Protection: Galvanized, hot dipped finish.


B. Finish: Field paint to match adjacent surfaces.

PART 3 EXECUTION

3.1 EXAMINATION


B. Verify rough openings for access doors and panels are correctly sized and located.

3.2 INSTALLATION

A. Secure frames rigidly in place, plumb and level in opening, with plane of door and panel face aligned with adjacent finished surfaces.

B. Position unit to provide convenient access to concealed work requiring access.

END OF SECTION

Seashore Learning Center July 28, 2017 15733 S. Padre Island Drive Construction Documents Project Number 1707 08 40 00 - 1 ALUM. FRAMED ENTRANCES AND STOREFRONTS

SECTION 08 40 00

ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

PART 1 GENERAL

1.1 SUMMARY

A. Section includes aluminum-framed impact resistant exterior storefront systems, and aluminum framed interior storefront systems with reinforcing, shims, anchors, and attachment devices.

B. Related Sections: 1. Section 07 27 00 – Air Barriers: Perimeter air seal between glazing system and

adjacent construction. 2. Section 07 84 00 - Firestopping 3. Section 07 90 00 - Joint Sealers: System perimeter sealant and back-up materials. 4. Section 08 80 00 - Glazing.

1.2 REFERENCES

A. Aluminum Association: 1. AA DAF-45 - Designation System for Aluminum Finishes.

B. American Architectural Manufacturers Association: 1. AAMA 501 - Methods of Test for Exterior Walls.

C. American Society of Civil Engineers: 1. ASCE 7 - Minimum Design Loads for Buildings and Other Structures.

D. American Society for Testing and Materials: 1. ASTM A36/A36M - Standard Specification for Carbon Structural Steel. 2. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet

and Plate. 3. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes.

E. SSPC: The Society for Protective Coatings: 1. SSPC Paint 20 - Zinc-Rich Primers (Type I - Inorganic and Type II - Organic). 2. SSPC Paint 25 - Red Iron Oxide, Zinc Oxide, Raw Linseed Oil, and Alkyd

Primer.

1.3 SYSTEM DESCRIPTION

A. Aluminum-framed storefront system includes tubular aluminum sections with supplementary internal support framing, shop fabricated, factory finished, related flashings, anchorage and attachment devices.


1.4 PERFORMANCE REQUIREMENTS

A. Impact resistant storefront framing system must meet the Texas Department of Insurance product evaluation for framing system.

B. Impact resistant storefront framing system must achieve notice of acceptance from Miami-Dade County.

C. System Design: Design and size components to withstand dead and live loads caused by positive and negative wind pressure acting normal to plane of wall, including building corners. 1. As calculated in accordance with applicable code, as measured in accordance

with ASTM E330. 2. Design wind loads of 150 mph, three second gust.

D. Deflection: Limit mullion deflection to 1/175 for spans under 13’-6” and 1/240 plus 1/4 inch for spans over 13’-6” of span; with full recovery of glazing materials.

E. System Assembly: Accommodate without damage to components or deterioration of seals, movement within system, movement between system and peripheral construction, dynamic loading and release of loads, deflection of structural support framing.

F. Air Infiltration: Limit air leakage through assembly to 0.06 cfm/min/sq ft of wall area, measured at reference differential pressure across assembly of 1.57 psf as measured in accordance with AAMA 501.

G. Vapor Seal: Limit vapor seal with interior atmospheric pressure of 1 inch sp, 72 degrees F, 40 Percent RH without seal failure.

H. Water Leakage: None, when measured in accordance with AAMA 501 with test pressure difference of 20 percent of design pressure, with minimum differential of 2.86 lbf/sq ft and maximum of 12.00 lbf/sq ft.

I. Expansion / Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over 12 hour period without causing detrimental effect to system components and anchorage.

J. System Internal Drainage: Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to exterior by weep drainage network.

1.5 SUBMITTALS


B. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work and expansion and contraction joint location and details.


C. Product Data: Submit component dimensions, describe components within assembly, anchorage and fasteners, glass and infill, and internal drainage details.

D. Design Data: Indicate framing member structural and physical characteristics, calculations, dimensional limitations.

E. Manufacturer's Certificate: Certify products meet or exceed specified requirements.

1.6 QUALIFICATIONS

A. Manufacturer and Installer: Company specializing in manufacturing aluminum glazing systems with minimum ten years documented experience.

B. Installer: Company specializing in performing Work of this section with minimum ten years documented experience and approved by manufacturer.

C. Design structural support framing components under direct supervision of Professional Engineer licensed at project location.

1.7 MOCKUP

A. Section 01 43 39 – Mockups

B. Construct mockup as directed by Architect. Include section of storefront framing and insulted impact glazing. Assemble to illustrate component assembly including glazing materials, weep drainage system, attachments, anchors, and perimeter sealant.

C. Locate where directed by Architect.

D. Remove mockup when directed by Architect/Engineer.

1.8 DELIVERY, STORAGE, AND PROTECTION


B. Protect finished aluminum surfaces. Do not use adhesive papers or sprayed coatings which bond when exposed to sunlight or weather.

1.9 ENVIRONMENTAL REQUIREMENTS

A. Section 01 60 00 - Product Requirements.

B. Do not install sealants or glazing materials when ambient temperature is less than 40 degrees F during and 48 hours after installation.

1.10 COORDINATION

A. Section 01 31 00 – Project Management and Coordinations: Coordination and project conditions.


B. Coordinate the Work with installation of other trades.

1.11 WARRANTY

A. Furnish five year manufacturer warranty for glazed units.

PART 2 PRODUCTS

2.1 ALUMINUM-FRAMED STOREFRONTS

A. Manufacturers: 1. Oldcastle Building Envelope 2. Arch Aluminum & Glass LC 3. Kawneer Co., Inc. 4. Vistawall Architectural Products 5. YKK AP America 6. Substitutions: Section 01 25 00 – Substitution Procedures.

B. Basis of Design: 1. Interior Storefront System: Kawneer InFrame – Interior Framing System (1/4”

infills minimum unless noted otherwise). 2. Exterior Storefront System: Kawneer IR501 Impact Resistant (1-5/16” infill) 3. Exterior Entrances: Kawneer AA425 Thermal Entrance Doors (1-5/16” infill).

C. Product Description: 1. Aluminum Frame: Large-missile impact-resistant, thermal; center glazed;

drainage holes; internal weep drainage system. Interior structural silicone glazed. 2. Mullions: Profile of extruded aluminum with internal reinforcement of aluminum

or shaped steel structural section.

2.2 COMPONENTS

A. Extruded Aluminum: ASTM B221; 6063 alloy, T5 temper typical, 6061 alloy, T6 temper for extruded structural members.

B. Sheet Aluminum: ASTM B209, 5005 alloy, H15 or H34 temper.

C. Sheet Steel: ASTM A653/A653M; galvanized to minimum G90.

D. Steel Sections: ASTM A36/A36M; shaped to suit mullion sections, galvanized to G90.

E. Glass: Specified in Section 08 80 00

F. Glazing Materials: Storefront manufacturer’s standard types to suit application and to achieve weather, moisture, and air infiltration requirements.

G. Flashings: Minimum 0.032 inch thick aluminum to match mullion sections where exposed.


H. Air Barrier: Specified in Section 07 27 00.

I. Sealant and Backing Materials: 1. Sealant Used Within System (Not Used for Glazing): Manufacturer’s standard

materials to achieve weather, moisture, and air infiltration requirements. 2. Perimeter Sealant: Specified in Section 07900.

J. Fasteners: 1. Non-magnetic stainless steel or cadmium plated steel coated with yellow or silver

iridescence plating, compatible with materials being fastened. 2. Series 300 stainless steel for exposed locations. Cadmium plated steel with

0.0005 inch plating thickness and color chromate coated for concealed locations. 3. Provide nuts or washers of design having means to prevent disengagement;

deforming of fastener threads is not acceptable. 4. Provide concealed fasteners wherever possible. 5. For exposed locations, provide countersunk flathead fasteners with finish

matching item fastened.

K. Inserts and Anchorage Devices: 1. Manufacturer’s standard formed or fabricated assemblies, steel or aluminum, of

shapes, plates, bars or tubes. 2. Hot-dip galvanize steel assemblies after fabrication; comply with ASTM A123,

2.0 ounce minimum coating.

L. Spandrel Panels and Exterior Column Covers: 1. Type: Aluminum sheet, 1/8 inch thick, suitably reinforced on concealed surface

for surface flatness, or prefabricated sandwich panels at manufacturer's option. 2. Finish to match mullion sections. 3. Surface flatness: 0.015 inch maximum deviation when measured with 6 inch

rule. 4. Squareness: 0.002 inch maximum for each inch of length at panel edge. 5. Anchorage: Allow for expansion and contraction, to minimize oilcanning and

distortion

2.3 FABRICATION

A. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.

B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.

C. Prepare components to receive anchor devices. Fabricate anchors.

D. Arrange fasteners and attachments to conceal from view.

E. Reinforce interior horizontal head rail to receive blind track brackets and attachments.

F. Prepare components with internal reinforcement for door hardware.


G. Reinforce framing members for imposed loads.

2.4 FACTORY FINISHING

A. Anodized Aluminum Surfaces: AAMA 611, AA-M12C22A44 non-specular as fabricated mechanical finish, medium matte chemical finish, and Architectural Class I, 0.7 mils color anodized coating. Color selected by Architect.

B. Concealed Steel Items: Galvanized in accordance with ASTM A123/A123M to thickness Grade 85, 2.0 oz/sq ft.

C. Apply bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar metals.

D. Shop and Touch-Up Primer for Steel Components: SSPC Paint 25 red oxide.

E. Touch-Up Primer for Galvanized Steel Surfaces: SSPC Paint 20 zinc rich.

F. Extent of Finish: 1. Apply factory coating to surfaces exposed at completed assemblies. 2. Apply finish to surfaces cut during fabrication so no natural aluminum is visible

in completed assemblies, including joint edges. 3. Apply touch-up materials recommended by coating manufacturer for field

application to cut ends and minor damage to factory applied finish.

PART 3 EXECUTION

3.1 EXAMINATION

A. Section 01 31 00 – Project Management and Coordination: Coordination and project conditions.

B. Verify dimensions, tolerances, and method of attachment with other Work.

C. Verify wall openings and adjoining air and vapor seal materials are ready to receive Work of this Section.

3.2 INSTALLATION

A. Install wall system in accordance with AAMA MCWM-1 - Window, Store Front and Entrance - Guide Specifications Manual.

B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.

C. Provide alignment attachments and shims to permanently fasten system to building structure.


D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent Work.

E. Provide thermal isolation where components penetrate or disrupt building insulation.

F. Install sill flashings. Turn up ends and edges; seal to adjacent Work to form water tight dam.

G. Coordinate attachment and seal of perimeter air and vapor barrier materials.

H. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier.

I. Install integral flashings and integral joint sealers.

J. Coordinate installation of glass with Section 08 80 00; separate glass from metal surfaces.

K. Coordinate installation of perimeter sealants with Section 07 90 00.


A. Maximum Variation from Plumb: 0.06 inches every 3 ft non-cumulative or 1/16 inches per 10 ft, whichever is less.

B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.

3.4 CLEANING

A. Remove protective material from pre-finished aluminum surfaces.

B. Wash down surfaces with solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.

C. Remove excess sealant by method acceptable to sealant manufacturer.

END OF SECTION

Seashore Learning Center July 28, 2017 15733 S. Padre Island Dr. Construction Documents Project Number 1707 08 71 00 - 1 DOOR FINISH HARDWARE

SECTION 08 71 00

DOOR FINISH HARDWARE PART 1 – GENERAL: 1.01 SUMMARY:

A. Section includes Finish Hardware

B. Work under this section comprises of furnishing and installing hardware specified herein and noted on drawings for a complete and operational system, including all required mechanical and electrified hardware components, systems and controls. All doors that are fire rated shall be provided with fire rated hardware to comply with the local code requirements. The general contractor and hardware supplier shall coordinate cylinder types with all door manufacturers prior to submittal of finish hardware. There will be no additional change orders issued due to the general contractor or hardware supplier’s failure to include any hardware item required by local code or required for functional and/or proper installation of hardware items due to failure to coordinate with other trades and/or related products.

C. The General Contractor and Hardware Supplier shall notify the Architect in writing of

any discrepancies five (5) days prior to bid date that could and/or would result in hardware being supplied that is none functional, hardware specified and/or hardware that has not been specified that will result in any code violations and any door that is not covered in this specification. Failure of the general contractor and hardware supplier to address any such issue shall be considered acceptance of the hardware specified and all discrepancies shall be corrected at the general contractor and hardware supplier’s expense and considered a part of their base bid. Change orders shall not be issued if deemed by the Architect to fall under and/or be covered as a part of the supplier’s base bid, due to failure to comply with this instruction notification.

D. Items include but are not limited to the following: 1. Hinges - Pivots 2. Flush Bolts 3. Exit Devices 4. Locksets and Cylinders, Cores, Keys 5. Push Plates - Pulls 6. Coordinators 7. Closers 8. Kick, Mop and Protection Plates 9. Stops, Wall Bumpers, Overhead Controls 10. Electrified Hold Open Devices 11. Thresholds, Gasketing and Door Bottoms 12. Silencers 13. Miscellaneous Trim and Accessories 14. Mounting Plates, Brackets, Fasteners 15. Electrified Hardware Items, Controls and Power Supplies 16. Wiring diagrams 17. Wire and Communication Cable (Furnish & Install) 18. Installation & Testing of the Complete Access Control System


E. Related Sections:

1. Finish Carpentry – Division 6 2. Metal Doors and Frames – Division 8 3. Wood Doors – Division 8 4. Aluminum Storefront – Division 8 5. Acoustically Gasketed Doors – Division 8 6. Electrical - Division 16

1.02 REFERENCES:

A. Documents and Institutes that shall be used in estimating, detailing and installing the items specified. 1. International Building Code – Current Edition 2. ICC/ANSI A117.1 – Accessible and Usable Building and Facilities – Current

Edition 3. NFPA80 –Standards For Fire Doors and Fire Windows – Current Edition 4. NFPA101 – Life Safety Code – Current Edition 5. NFPA105 – Installation of Smoke-Control Door Assemblies – Current Edition. 6. UL Labeled for Rated Doors. 7. DHI – Door and Hardware Institute 8. SDI- Steel Door Institute 9. ANSI - American National Standards Institute 10. BHMA – Builders Hardware Manufacturers Association 11. Local Building Codes 12. Leed – version 2.2

1.03 SUBMITTALS

A. Comply with pertinent provisions of Section 01300.

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. Location of hardware set cross-referenced to indications on Drawings both

on floor plans and in door and frame schedule. 5. Keying schedule 6. Title Sheet, Index, Abbreviations, Manufacturers List, Template List and

Templates. 7. Mounting locations for hardware. 8. Explanation of abbreviations, symbols, and codes contained in schedule.

C. Product Data: Product data shall be provided, 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.

D. Wiring Diagrams: Riser/Elevation and Point to Point Wiring Diagrams shall be

provided. Include whatever information may be necessary for coordination with other trades.


E. Samples: Samples shall be provided as requested by owner or architect with Heading # and Door# marked on boxes. All samples shall be returned to the contractor and used on doors for which they were marked

F. Templates: Templates of finish hardware items to be supplied are to be furnished to

each fabricator of doors, frames and other work to be factory-prepared for the installation of hardware.

G. Keying Schedule: 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, furnish to the owner

two copies 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 Finish Hardware Schedule and Keying Schedule 4. Maintenance instruction for each item of hardware. 5. Catalog pages for each product. 6. Installation Instructions and Parts List for all Locks, Exit Devices and Door

Closers. 1.04 QUALITY ASSURANCES

A. Substitutions: Request for substitutions shall not be accepted within this project. Architect, owner and Hardware Consultant have selected one (1) specified and two (2) equals listed hereinafter in the Hardware Schedule. By this selection 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 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 contractor.

C. Installation Review: A Distributor Representative (AHC) shall perform a jobsite walk-

through after completion of installation in order to review correct installation, adjustment, hardware applications and to verify that the correct hardware has been installed at the correct doors.

D. Installer Qualifications: Installer for mechanical hardware shall have a minimum of 2

years of experience of installing architectural finish hardware and attend a pre-installation meeting with the manufacturer’s representative of locks, exit devices and closers.


E. Wiring and termination of electrified door hardware by security contractor shall be

concurrent with the installation of these electrified components by the door hardware subcontractor.

F. Texas Department of Insurance Windstorm Requirements: This project falls under

the Texas Department of Insurance Windstorm Inspection Program for Inland II. All products, materials and installation systems shall be evaluated and approved by the Texas Department of Insurance, Windstorm Inspection Program, and listed in the TDI Product Evaluation Index or approved by the Windstorm Engineer as outlined below. Products, materials and installation systems not presently approved by the Texas Department of Insurance, Windstorm Inspection Program, may be considered for this project however, they must be properly submitted through the Architect for review by the Windstorm Engineer. This submittal shall be a part of the initial submittal process outlined in Section 01340 and the requirements for this portion are detailed within the Texas Department of Insurance, Windstorm Inspection website at the following location: www.tdi.state.tx.us/wind/submittal_requi.html. Products, materials and installation systems not approved by the Windstorm Engineer shall NOT be installed or utilized on this project.

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.

B. Supply warranty verification to the owner for products that provide factory warranties

for periods longer than one year. Mechanical Door Closers shall carry a 10-year warranty.

1.07 MAINTENANCE:

A. Maintenance Service 1. None

B. Extra Materials:

1. Furnish 3 dozen extra screws and other fasteners of each size, type and finish used with the hardware items provided. These screws and fasteners are to be delivered to the hardware installer for use during installation. All extra screws and fasteners and all special installation tools furnished with the hardware shall be turned over to the owner at the completion of the job.

http://www.tdi.state.tx.us/wind/submittal_requi.html


2. All installation tools provided by the manufacturers shall be turned over to the owner at the completion of the job.

PART 2 – PRODUCTS 2.01 MANUFACTURER A. Manufacturer Location Abbreviation Website

Bommer Industries, Inc. Landrum, SC BOM www.bommer.com Doromatic Princeton, IL COR www.doromatic.com Falcon Security, CO FAL www.falconlock.com Glynn Johnson Indianapolis, IN GLY www.glynn-johnson.com Hager Hinge Company St Louis, MO HAG www.hagerhinge.com Ives Indianapolis, IN IVE www.iveshardware.com LCN Princeton, IL LCN www.lcnclosers.com Monarch Sheperdsville, MON www.monarchhardware.com National Guard Memphis, TN NGP www.ngpinc.com Pemko Ventura, CA PEM www.pemko.com Rockwood Rockwood, PA ROC www.rockwoodmfg.com Schlage Security, CO SCH www.schlage.com Trimco/BBW/Quality Los Angeles TRI www.trimcobbw.com Von Duprin Indianapolis, IN VON www.vonduprin.com Zero Bronx, NY ZER www.zerointernational.com

2.02 MATERIALS

A. Screws and Fasteners: 1. Closers and exit devices provided for exterior doors 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 standard weight (.134 or .146 ga) five

knuckle, ball bearing, full mortise type, stainless steel. 3. Interior: All interior hinges shall be standard weight (.134 or .146 ga) five

knuckle, ball bearing, full mortise type. 4. Provide non-removable pins for all outswinging exterior and interior doors to

receive locking hardware (whether indicated or not) at individual HW Sets in the schedule.

5. Size: Provide 4 ½ x 4 ½ hinges on doors up to 3’0” in width. Provide 5 x 4 ½ hinges on door from 3’2” to 4’0” in width. Reference manufacturers catalog for all other sizes.

6. 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.

7. The width of hinge shall be sufficient to clear all trim. 8. Supply from the following list of manufacturers:

Ives Hager Bommer

http://www.bommer.com/

http://www.falcon/

http://www.hagerhinge.com/

http://www.lcnclosers.com/

http://www.ngpinc.com/

http://www.pemko.com/

http://www.trimcobbw.com/

http://www.vonduprin.com/

http://www.zerointernational/


C. Mortise Locks/Latches

1. Provide mortise locksets that comply with ANSI A156.13, Series 1000, Operational Grade 1 and Security Grade 1 with all standard trims.

2. Provide mortise locksets that comply with UL10C and UBC 7-2 positive pressure requirements.

3. Provide mortise locksets that comply with ANSI/ASTM F476-76 Grade 40, UL Listed for locksets utilizing concealed cylinders.

4. Manufacture lock cases from fully wrapped, heavy 12 gauge steel. Manufacturers utilizing an exposed edge case are not acceptable.

5. Lock cases to have screw layouts of staggered configuration. Parallel screw layouts are not acceptable.

6. Lock cases are to be multi-functional that transform into different functions without opening the lock case.

7. Lock components to be manufactured of zinc dichromate plated steel. Manufacturers utilizing plastic parts, spacers and/or bushings are not acceptable.

8. Lock components to incorporate a spring loaded fusible link for Fire/Life Safety. Manufacturers utilizing gravity, fusible link are acceptable.

9. Latchbolts to have a standard 2 ¾” backset with a full ¾” throw. 10. Latchbolts to be non-handed, field reversible without opening the lock

case. 11. Latchbolts to be 2-piece anti-friction, manufactured from stainless steel.

Solid latchbolts and/or plastic anti-friction devices are not acceptable. 12. Deadbolts to be 1 ¾” total length; have standard 1” throw with a minimum

¾” internal engagement when fully extended. 13. Deadbolts to be constructed of stainless steel, incorporating a security

roller pin with a minimum Rc60 rating for surface hardness. 14. Lever assembly (external) to be one-piece design attached by threaded

bushing. Lever assembly (internal) shall be attached by screwless shank. Lever attachment by common tools (allen nuts and/or set screws) are not acceptable.

15. Thru-bolt lever assemblies through the door for positive interlock. Manufacturers utilizing a through the door spindle for attachment are not acceptable.

16. Levers to have independent rotation in both directions. 17. Lever operation to be free-wheeling when indicated in hardware sets. 18. Spring cages are to be incorporated into the lever assemblies. 19. Hub blocking plate to be solid, cast stainless steel. Manufacturers utilizing

open hub designs are not acceptable. 20. Spindles to be independent, designed to “break-away” at a maximum of

75psi torque. 21. Strikes to be non-handed and bridged to ensure dead latching.

Manufactures utilizing fillers of any kind for deadlatch engagement are not acceptable.

22. Mounting tabs are to be automatic self-adjusting, vertically and horizontally for door bevel and strike alignment.

23. Cylinders to be secured by a cast stainless steel, dual retainer. Manufacturers utilizing screws and/or stamped retainers are not acceptable.

24. Thumbturn and back-plate to be manufactured from castings and comply with ANSI 117 accessibility standard.

25. Manufacturers utilizing an exposed toggle on edge of door are not acceptable.


26. All locksets and cylinders are to be provided by the same manufacturer, unless otherwise specified.

27. Supply from the following list of manufacturers: Schlage – L9000 06A

D. Exit Devices

1. All exit devices are to be architectural grade touch bar type. Mechanism case to be smooth.

2. All exit devices to meet ANSI A156.3, 1994, Grade 1. All exit devices are UL listed for Accident Hazard or Fire Exit Hardware.

3. All lever trim to match lock trim in design and finish. 4. Dogging: All non-rated devices are to be provided with dogging. Cylinder

dogging as shown in hardware sets. 5. All devices are to be supplied and installed with thru-bolts. 6. Mullion shall be removable. Keyed removable as shown in hardware sets. 7. All push pads shall be metal, no plastic inserts allowed. 8. Function and type as listed in hardware sets. 9. All exit devices are to be provided by the same manufacturer, unless

otherwise specified. 10. Supply from the following list of manufacturers:

Von Duprin 33/99 Series (Von Duprin XP99 where indicated – no substitution)

E. Pull Plates

1. Pull Plates to meet ANSI 156.6 for .050” thickness. Plate size to 4” x 16” with 1” round on pull plate.

2. Supply from the following list of manufacturers Ives Trimco Rockwood

F. Push Plates 1. Push Plates to meet ANSI 156.6 for .050” thickness. Plate size to be 4” x

16”. 2. Supply from the following list of manufacturers

Ives Trimco Rockwood

G. Door Closers

1. Door closers shall meet the minimum requirements of the 1990 ADA act, in lieu of ANSI Standard A156.4 and ANSI, Grade 1.

2. Door closers shall be furnished with backcheck, delayed action, hold-open and advanced backcheck as listed in the Hardware Schedule.

3. Door closers shall be mounted out of the line of sight wherever possible (i.e., room side of corridor doors, etc.) with parallel arm mounting on out swinging doors. Mount closer top jamb or on brackets and/or drop plates, where special conditions call for it. All closer installation on wood doors shall include sex nut bolts.

4. Supply from the following list of manufacturers NORTON 7500 LCN 4040 (LCN XP4040 where indicated – no substitution)

H. Door Protection Plates


1. Protective plates shall meet ANSI A156.6 requirements for .050 thickness. 2. Kickplates shall be 10” by 2” less than door width on single door and 1” less

than door width on pair of doors or as indicated in hardware sets. Beveled 3 edges.

3. Armor plates shall be 34” by 2” less than door width or as indicated in hardware sets. Beveled 4 edges.

4. Supply from the following list of manufacturers: Ives Rockwood Trimco

I. Door Stops and Holders: 1. Wall and Floor Stops: Supply wall stops where needed to protect doors or

door hardware. When wall conditions do not permit use of wall stop provide floor stops with risers as needed to adjust for floor conditions.

2. Overhead Stops: Where wall or floors stops are not applicable provide surface overhead stops.

3. Supply from the following list of manufacturers: Ives Glynn Johnson Trimco

J. Silencers

1. Provide silencers on all doors without smoke seal or weatherstrip. 3 for single doors and 2 for pairs.

2. Provide silencers as required for frame conditions 3. Supply from the following list of manufacturer’s

Ives Rockwood Trimco

K. Thresholds/Weatherstripping

1. All thresholds shall conform to state and local handicap codes. 2. Smoke seal shall be teardrop design bulb seal. 3. Perimeter seal shall be vinyl. 4. Drip strips shall protrude 2 ½”. 5. Provide door sweeps with drip cap. 6. Provide UL meeting stile gasketing for fire rated doors. 7. Supply from the following list of manufacturer’s

National Guard Hager Pemko

2.03 FINISHES CATEGORY FINISH Butts Interior Non Labeled 652 Interior Labeled 652 Interior Corrosive Area 630 Exterior 630 Continuous Hinges ALUM Flush Bolts/Dust Proof Strikes 626 Locks/Latches 626 Cylinders 626


Exit Devices 626/630 Door Closers ALUM Push Plates 630 Pull Plates 630 Protective Plates 630 Door Stops and Holders 626

Overhead Stops/Holders 626 Weatherstrip and Threshold ALUM 2.04 KEYING:

A. GC and Hardware Supplier to attend a “face-to-face” keying meeting with the owner to verify and match specific requirements for the existing Schlage Masterkey System. Requirements to include: Required Keyway (Restricted or Conventional) and “Interchangeable Core vs. Conventional Core”. No cylinders or cores shall be ordered without owner’s written approval of keying system requirements.

B. Keys: Provide nickel silver keys only. Furnish 3 change keys for each lock: 6 control

keys: 6 master keys for each master system and 6 grandmaster keys for each grandmaster key system. Deliver all keys to owners’ representative.

C. Provide construction master keying for this project. Furnish 6 construction masterkeys.

2.05 KEY CONTROL:

A. Key Management: Provide a complete key storage and management system. Each key shall be fully cut, indexed, tagged and installed on cabinet hooks by the lock supplier and shipped with the locks. Key cabinet provided shall be wall-mounted type with capacity plus 50%.

2.06 KNOX BOX:

A. Provide 3200-Series with swinging door and mortise kit “RMK” as manufactured by The Knox Company (See architectural drawings for location).

PART 3 – EXECUTION: 3.01 EXAMINATION:

A. Examine doors, frames and related items for conditions that would prevent the proper application of any finish hardware items. Do not proceed with installation until all defects are corrected.

3.02 INSTALLATION:

A. Follow Door and Hardware Institute Publication for: Recommended Location for Architectural Hardware for Standard Steel Doors and Frames Recommended Location for Builder’s Hardware for Custom Steel Doors and Frames Recommended Locations for Architectural Hardware for Wood Flush Door

B. Follow ANSI A117.1-1998 Accessible and Usable Building and Facilities

C. Review mounting locations with Architect.


D. Pre Installation meeting required with attendees to include Architect, Contractor,

Carpenter, Supplier and Manufacturer’s Representative for Exit Device, Locks and Closers before installation begins.

3.03 FIELD QUALITY CONTROL:

A. After installation has been completed, obtain the services of a qualified hardware consultant to check for proper application of finish hardware, according to the finish hardware schedule and keying schedule. In addition, check all hardware for adjustments and proper operation.

3.04 ADJUST AND CLEAN:

A. Adjust, clean and inspect all hardware, to ensure proper operation and function of every opening. Replace items, which cannot be adjusted to operate freely and smoothly as intended for the application made.

3.05 PROTECTION:

A. The contractor shall use all means at his disposal to protect all finish hardware items

from abuse, corrosion and other damage until the owner accepts the project as complete.

3.06 HARDWARE SCHEDULE GENERAL NOTES: 1. A joint Access Control/Auto Operator/Electronic Hardware meeting (to be organized by the GC) shall take place prior to the ordering of any materials. The meeting should include “all related trades & interested parties” such as; the GC, Architect, Owner, Access Control Contractor, Auto Operator Supplier/Installer, Hardware Supplier, Electrician (and any additional parties deemed necessary). The purpose of this meeting is to address each opening designated to receive “Access Control/Auto Operators/Electronic Hardware Devices” to coordinate the specific application/function required (and verify that all components/accessories are being provided) but not duplicated. RISER DIAGRAMS/OPERATIONAL DESCRIPTIONS TO BE PREPARED (AND SUBMITTED FOR APPROVAL) AS A RESULT OF THE SECURITY ACCESS CONTROL “COORDINATION MEETING” 2. GC and Hardware Supplier to attend a “face-to-face” keying meeting with the owner to verify and match specific requirements for the existing Schlage Masterkey System. Requirements to include: Required Keyway (Restricted or Conventional) and “Interchangeable Core vs. Conventional Core”. No cylinders or cores shall be ordered without owner’s written approval of keying system requirements. 3. PROVIDE SCUSH ARMS AT CLOSERS WHERE REQUIRED. PROVIDE WALL/FLOOR STOPS WHERE APPROPRIATE. PROVIDE OH STOPS WHERE REQUIRED (GJ450S SNB 630) PROVIDE KICKPLATES WHERE REQUIRED. PROVIDE OH DRIP WHERE REQUIRED. PROVIDE DOOR SEALS/MORTISE DOOR BOTTOMS WHERE REQUIRED. PROVIDE 5” HINGES WHERE REQUIRED. PROVIDE DOOR LOOPS AS A LAST RESORT AT “STOREFRONT” DOORS.


VERIFY COASTAL WINDSTORM “CERTIFICATION” OF ALL SPECIFIED HARDWARE W/DOOR SYSTEM. 4. GC and Hardware Supplier to attend a “face-to-face” keying meeting with the owner to verify and match specific requirements for the existing Schlage Masterkey System. Requirements to include: Required Keyway (Restricted or Conventional) and “Interchangeable Core vs. Conventional Core”. Provide construction master keying for this project. Furnish 6 construction masterkeys. No cylinders or cores shall be ordered without owner’s written approval of keying system requirements. Underlined Door numbers = Reference Alternate # 1 (G.C. shall verify with drawings). HW SET: 01 SGL EXTER HM CLASSROOMS (CARD READER) INLAND-1 DOOR NUMBER: INSWING / FULL GLASS A101A A104A A105A A110A C112A C115A C116A C119A C120A C123A C116 EACH TO HAVE: 3 EA HINGE 5BB1HW 4.5 X 4.5 630 IVE 1 EA ELEC LOCKSET L9080EUPD-RX 06A 626 SCH 1 EA CYLINDER AS REQD 626 SCH 1 EA SURFACE CLOSER 4040XP RW/PA SNB 689 LCN 1 EA SECURITY FLOOR STOP FS18S/FS18L (AS REQUIRED) BLK IVE 1 EA THRESHOLD AS DETAILED 628 ZER 1 SET SEALS 139AA 628 ZER 1 EA DOOR SWEEP 339AA 628 ZER 1 EA DRIP CAP 142 -FRAME WIDTH PLUS 4" 628 ZER 1 EA POWER TRANSFER EPT-10 689 VON 1 EA POWER SUPPLY PS904 GRY VON 1 EA RISER DIAGRAM RISER DIAGRAM VON CARD READER BY SECURITY CONTRACTOR (EXTERIOR) BYO BALANCE SECURITY BY SECURITY CONTRACTOR BYO NOTES: VERIFY COASTAL WINDSTORM “CERTIFICATION” OF ALL SPECIFIED HARDWARE W/DOOR SYSTEM. PROVIDE DOOR LOOPS AS A LAST RESORT (WITH DOOR MANUFACTURER’S CONFIRMATION). HW SET: 02 SGL EXTER HM STAFF TOILET (CARD READER) INLAND-1 DOOR NUMBER: OUTSWING / FLUSH A109 EACH TO HAVE: 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA ELEC LOCKSET L9080EUPD-RX 06A 626 SCH 1 EA CYLINDER AS REQD 626 SCH 1 EA SURFACE CLOSER 4040XP CUSH SNB 689 LCN


1 EA KICK PLATE 8400 12" X 2" LDW 630 IVE 1 EA SECURITY FLOOR STOP FS18S/FS18L (AS REQUIRED) BLK IVE 1 EA THRESHOLD AS DETAILED 628 ZER 1 SET SEALS 139AA 628 ZER 1 EA DOOR SWEEP 339AA 628 ZER 1 EA DRIP CAP 142 -FRAME WIDTH PLUS 4" 628 ZER 1 EA POWER TRANSFER EPT-10 689 VON 1 EA POWER SUPPLY PS904 GRY VON 1 EA RISER DIAGRAM RISER DIAGRAM VON CARD READER BY SECURITY CONTRACTOR (EXTERIOR) BYO BALANCE SECURITY BY SECURITY CONTRACTOR BYO NOTES: VERIFY COASTAL WINDSTORM “CERTIFICATION” OF ALL SPECIFIED HARDWARE W/DOOR SYSTEM. HW SET: 03 SGL PASSAGE DOOR NUMBER: A101B A104B A105B A105C A110B C112B C115B C116B C116C C119B C120B C120C C123B EACH TO HAVE: 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE L9010 06A 626 SCH 1 EA FLOOR/WALL FS13/WS407CCV (AS REQD) 626 IVE 3 EA SILENCER SR64 GRY IVE HW SET: 04 SGL PRIVACY @ CLASSROOM TOILETS DOOR NUMBER: A102.1 A102.2 A106.1 A106.2 B104.1 B104.2 B107.1 B107.2 C113.1 C113.2 C117.1 C117.2 C121.1 C121.2 C116.2 C116.3 EACH TO HAVE: 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PRIVACY L9040 06A 626 SCH 1 EA FLOOR/WALL FS13/WS407CCV (AS REQD) 626 IVE 1 EA COAT HOOK 572 626 IVE 3 EA SILENCER SR64 GRY IVE HW SET: 05 SGL STOREROOM LOCK @ CLASSROOM STORAGE DOOR NUMBER: A103A A103B A107A A107B B103.1 C114A C114B C118A C118B C122A C122B EACH TO HAVE: 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA STOREROOM LOCK L9080 06A 626 SCH 1 EA CYLINDER AS REQUIRED 626 SCH 1 EA FLOOR/WALL FS13/WS407CCV (AS REQD) 626 IVE 3 EA SILENCER SR64 GRY IVE


HW SET: 06 SGL EXTER HM STORAGE LOCK INLAND-1 DOOR NUMBER: A108 B110 C124 C116.4 EACH TO HAVE: 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA STOREROOM LOCK L9080PD 06A 626 SCH 1 EA CYLINDER AS REQD 626 SCH 1 EA SURFACE CLOSER 4040XP CUSH SNB 689 LCN 1 EA KICK PLATE 8400 12" X 2" LDW 630 IVE 1 EA SECURITY FLOOR STOP FS18S/FS18L (AS REQUIRED) BLK IVE 1 EA THRESHOLD AS DETAILED 628 ZER 1 SET SEALS 139AA 628 ZER 1 EA DOOR SWEEP 339AA 628 ZER 1 EA DRIP CAP 142 -FRAME WIDTH PLUS 4" 628 ZER NOTES: VERIFY COASTAL WINDSTORM “CERTIFICATION” OF ALL SPECIFIED HARDWARE W/DOOR SYSTEM. HW SET: 07 SGL CLASSROOM LOCK DOOR NUMBER: B100.1 B101 C102 C103 C104 C105 C106 C107 EACH TO HAVE: 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA CLASSROOM LOCK L9070 06A 626 SCH 1 EA CYLINDER AS REQUIRED 626 SCH 1 EA FLOOR/WALL FS13/WS407CCV (AS REQD) 626 IVE 3 EA SILENCER SR64 GRY IVE HW SET: 08 SGL STOREROOM LOCK @ GENERAL STORAGE DOOR NUMBER: B100.2 B100.3 C107.1 C109 C110 C111 EACH TO HAVE: 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA STOREROOM LOCK L9080 06A 626 SCH 1 EA CYLINDER AS REQUIRED 626 SCH 1 EA FLOOR/WALL FS13/WS407CCV (AS REQD) 626 IVE 3 EA SILENCER SR64 GRY IVE HW SET: 09 PAIR EXTER STOREFRONT INLAND 1 DOOR NUMBER: B100A EACH TO HAVE: 6 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE HH9947NL-OP LESS TRIM SNB (ACTIVE) 626 VON


1 EA PANIC HARDWARE HH9947EO SNB (INACTIVE) 626 VON 1 EA CYLINDER AS REQUIRED 626 SCH 2 EA OFFSET DOOR PULL 8190-0-O 630 IVE 2 EA SURFACE CLOSER 4040XP SCUSH SNB 689 LCN 2 EA SECURITY FLOOR STOP FS18S/FS18L (AS REQUIRED) BLK IVE 1 EA THRESHOLD AS DETAILED 628 ZER 1 SET SEALS/ASTRAGAL FURNISHED BY DOOR MFG BYO 2 EA DOOR SWEEP 339AA ZER 1 EA DRIP CAP 142A -FRAME WIDTH PLUS 4" ZER NOTES: VERIFY COASTAL WINDSTORM “CERTIFICATION” OF ALL SPECIFIED HARDWARE W/DOOR SYSTEM. HW SET: 10 SGL EXTER STOREFRONT (CARD READER) INLAND 1 DOOR NUMBER: B102 C101A C101B EACH TO HAVE: 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE EL-RX-HH99NL-OP LESS TRIM SNB (ACTIVE) 626 VON 1 EA CYLINDER AS REQUIRED 626 SCH 1 EA OFFSET DOOR PULL 8190-0-O 630 IVE 1 EA SURFACE CLOSER 4040XP SCUSH SNB 689 LCN 1 EA SECURITY FLOOR STOP FS18S/FS18L (AS REQUIRED) BLK IVE 1 EA THRESHOLD AS DETAILED 628 ZER 1 SET SEALS/ASTRAGAL FURNISHED BY DOOR MFG BYO 1 EA DOOR SWEEP 339AA ZER 1 EA DRIP CAP 142A -FRAME WIDTH PLUS 4" ZER 1 EA POWER TRANSFER EPT-10/DOOR LOOP (AS REQUIRED) 689 VON 1 EA POWER SUPPLY PS914x9002RSx900-FA (VERIFY EXACT MODEL) GRY VON 1 EA RISER DIAGRAM RISER DIAGRAM VON CARD READER BY SECURITY CONTRACTOR (EXTERIOR) BYO BALANCE SECURITY BY SECURITY CONTRACTOR BYO BALANCE OF HARDWARE BY DOOR MFG BYO NOTES: VERIFY COASTAL WINDSTORM “CERTIFICATION” OF ALL SPECIFIED HARDWARE W/DOOR SYSTEM. HW SET: 11 SGL INTERIOR PANIC (CARD READER/REMOTE RELEASE) DOOR NUMBER: B100C EACH TO HAVE: 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 652 IVE 1 EA PANIC HARDWARE QEL99L SNB 626 VON 1 EA CYLINDER AS REQUIRED 626 SCH 1 EA SURFACE CLOSER 4041 SCUSH SNB 689 LCN 1 EA POWER TRANSFER EPT-10 689 VON 1 EA POWER SUPPLY PS914 X 9002RS GRY VON


1 EA PUSH BUTTON RELEASE 660-PB MOMENTARY (DPDT) 630 SCE 1 EA RISER DIAGRAM RISER DIAGRAM VON CARD READER BY SECURITY CONTRACTOR (IF REQUIRED) BYO BALANCE SECURITY BY SECURITY CONTRACTOR BYO NOTE: REMOTE RELEASE BUTTON LOCATED @ RECEPTION B100. HW SET: 12 PAIR STOREROOM LOCK DOOR NUMBER: B101.1 EACH TO HAVE: 6 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 2 EA FLUSHBOLTS FB458-12” 626 IVE 1 EA DUST STRIKE DP2 626 IVE 1 EA STOREROOM LOCK L9080 06A 626 SCH 1 EA CYLINDER AS REQUIRED 626 SCH 2 EA OH STOPS 450S SNB 630 GLY 2 EA SILENCER SR64 GRY IVE HW SET: 13 SGL PRIVACY - GENERAL DOOR NUMBER: B101.2 C107.2 C108 EACH TO HAVE: 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PRIVACY L9040 06A 626 SCH 1 EA FLOOR/WALL FS13/WS407CCV (AS REQD) 626 IVE 1 EA COAT HOOK 572 626 IVE 3 EA SILENCER SR64 GRY IVE HW SET: 14 SGL SECURITY CLASSROOM LOCK DOOR NUMBER: B103A B105A B106A B108A EACH TO HAVE: 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA CLASSROOM LOCK L9071 06A 626 SCH 2 EA CYLINDER AS REQUIRED 626 SCH 1 EA FLOOR/WALL FS13/WS407CCV (AS REQD) 626 IVE 3 EA SILENCER SR64 GRY IVE


HW SET: 15 SGL POCKET DOOR (ADA SLIDING DOOR CLASSROOM LOCK) DOOR TYPE: B104.3 B107.3 C116.1 EACH TO HAVE: 1 SET POKT SLIDING HW 1210-SERIES 628 GRA 1 SET ADA CLSSRM LOCK 9100ADAL-3ST 626 ACC 1 EA CYLINDER AS REQUIRED 626 SCH BALANCE OF ITEMS BY OTHERS BYO NOTE: PROVIDE ALL COMPONENTS FOR A COMPLETE LOCK “SINGLE ACTION EGRESS”

WITH PULLS, LEVERS & CYLINDER TRIM HW SET: 16 SGL “DUTCH” DOOR @ CLASSROOM VESTIBULES DOOR NUMBER: B103B B105B B106B B108B EACH TO HAVE: 4 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE 1 EA DUTCH BOLT 3920-4 626 TRI 1 EA PASSAGE L9010 06A 626 SCH 1 EA FLOOR STOP FS13 626 IVE 1 EA WALL STOP WS407CCV 626 IVE 4 EA SILENCER SR64 GRY IVE HW SET: 17 SGL EXTER STOREFRONT INLAND 1 DOOR NUMBER: B100B EACH TO HAVE: 3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE HH99NL-OP LESS TRIM SNB (ACTIVE) 626 VON 1 EA CYLINDER AS REQUIRED 626 SCH 1 EA OFFSET DOOR PULL 8190-0-O 630 IVE 1 EA SURFACE CLOSER 4040XP SCUSH SNB 689 LCN 1 EA SECURITY FLOOR STOP FS18S/FS18L (AS REQUIRED) BLK IVE 1 EA THRESHOLD AS DETAILED 628 ZER 1 SET SEALS/ASTRAGAL FURNISHED BY DOOR MFG BYO 1 EA DOOR SWEEP 339AA ZER 1 EA DRIP CAP 142A -FRAME WIDTH PLUS 4" ZER NOTES: VERIFY COASTAL WINDSTORM “CERTIFICATION” OF ALL SPECIFIED HARDWARE W/DOOR SYSTEM. MISC ITEMS


PROVIDE THE FOLLOWING: (6) CONSTR MKYS SCH (3) CONSTR CONTROL SCH (1) XTRA KEY PER CORE SCH (6) GMKYS SCH (6) MKYS (PER SET) SCH 1 EA KEY STAMPING STAMPING (AS DIRECTED BY OWNER) SCH 1 EA KEY CABINET 1200-SERIES (PLUS 50% CAPACITY) GRY LUN 1 EA KNOX BOX 3200-SERIES X RMK (HINGED DOOR) BLK KNO 1 INSTALLATION REVIEW BY DISTRIBUTOR AHC, AFTER INSTALLATION 1 EA FACTORY BITTING LIST 1 EA HARDWARE SCHEDULE

END OF SECTION

Seashore Learning Center July 28, 2017 15733 S. Padre Island Drive Construction Documents Project Number 1707 08 80 00 - 1 GLAZING

SECTION 08 80 00

GLAZING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes: 1. Glass glazing for metal frames, doors, and windows.

B. Related Sections: 1. Section 07 90 00 - Joint Protection: Sealant and back-up material other than glazing sealants. 2. Section 08 14 16 – Flush Wood Doors 3. Section 08 40 00 – Aluminum Framed Entrances and Storefronts 4. Section 08 52 00 – Wood Windows 5. Section 08 80 00 - Glazing

1.2 REFERENCES

A. American National Standards Institute: 1. ANSI Z97.1 - Safety Glazing Materials Used in Buildings Safety.

B. ASTM International: 1. ASTM C 162 – Standard Terminology of Glass and Glass Products. 2. ASTM C1036 - Standard Specification for Flat Glass. 3. ASTM C1048 - Standard Specification for Heat-Treated Flat Glass-Kind HS, Kind FT

Coated and Uncoated Glass. 4. ASTM C1172 - Standard Specification for Laminated Architectural Flat Glass. 5. ASTM C1193 - Standard Guide for Use of Joint Sealants. 6. ASTM C1376 - Standard Specification for Pyrolytic and Vacuum Deposition Coatings on

Flat Glass. 7. ASTM E2188 – Standard Test Method for Insulation Glass Unit Performance. 8. ASTM E2189 – Standard Test Method for Testing Resistance to Fogging in Insulating Glass

Units. 9. ASTM E2190 - Standard Specification for Insulating Glass Unit Performance and

Evaluation. 10. ASTM E1886 - Standard Test Method for Performance of Exterior Windows, Curtain Walls,

Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials.

11. ASTM E1996 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes.

C. Glass Association of North America: 1. GANA - Sealant Manual. 2. GANA - Glazing Manual. 3. GANA - Laminated Glass Design Guide.


D. National Fenestration Rating Council Incorporated: 1. NFRC 100 - Procedures for Determining Fenestration Product U-Factors. 2. NFRC 200 - Procedure for Determining Fenestration Product Solar Heat Gain Coefficient

and Visible Transmittance at Normal Incidence. 3. NFRC 300 - Test Method for Determining the Solar Optical Properties of Glazing Materials

and Systems.

E. Underwriters Laboratories Inc.: 1. UL 10C - Positive Pressure Fire Tests of Door Assemblies. 2. UL - Building Materials Directory.

1.3 PERFORMANCE REQUIREMENTS

A. Provide glass and glazing materials for continuity of building enclosure vapor retarder and air barrier: 1. To maintain continuous air barrier and vapor retarder throughout glazed assembly from glass

pane to heel bead of glazing sealant.

B. Glass Thickness: Select minimum thickness in accordance with ASTM E1300 to resist specified design loads. 1. Minimum Thickness: 1/4 inch for interior glass (or as indicated on drawings) 2. Minimum Thickness: 3/4 inch for exterior glass at vinyl window frames 3. Minimum Thickness: 1-5/16 inch for exterior glass at storefront framing

C. Wind Loads: Design and size glass to withstand positive and negative wind loads acting normal to plane of wall, including increased loads at building corners. 1. Design Wind Load: As calculated in accordance with ASCE 7-10 with 155 mph basic wind

speed, exposure C.

D. Wind-Borne Debris Loads: Design and size glass located less than 60 feet above grade to withstand the following loads: 1. Glass Within 30 feet of Grade: ASTM E1886 and ASTM E1996; large missile impact test.

E. Seismic Loads: Design and size components to withstand seismic loads and sway displacement as calculated in accordance with applicable code.

F. Exterior Glass Deflection: Maximum of 1/175 of glass edge length or 3/4 inch, whichever is less with full recovery of glazing materials.

G. Interior Glass Deflection: Maximum differential deflection for two adjacent unsupported edges when 50 plf force is applied to one panel at any point up to 42 inches above finished floor less than thickness of glass.

H. Thermal and Solar Optical Performance: Measured or calculated in accordance with the following: 1. Maximum U-Values: Comply with ICC IEEC 2015 for climate zone in which project is

located. 2. Maximum SHGC: Comply with ICC IEEC 2015 for climate zone in which project is located. 3. Solar Optical Properties: NFRC 300.


1.4 SUBMITTALS


B. Shop Drawings: Signed and sealed by professional engineer. 1. Indicate sizes, layout, thicknesses, and loading conditions for glass.

C. Product Data: 1. Glass: Provide structural, physical, and thermal and solar optical performance

characteristics, size limitations, and special handling or installation requirements. 2. Glazing Sealants, Compounds and Accessories: Provide chemical, functional, and

environmental characteristics, limitations, special application requirements. Identify available colors where exposed.

D. Design Data: Signed and sealed by professional engineer. 1. Submit design calculations for glass thicknesses.

E. Samples: 1. Glass: Submit two samples 12x12inch in size 2. Glazing Materials: Submit 6 inch long bead of glazing sealant and gaskets, color as selected.


A. Perform Work in accordance with GANA Glazing Manual, GANA Sealant Manual, GANA Laminated Glass Design Guide for glazing installation methods.

B. Smoke Developed Index: Maximum 450 when tested in accordance with ASTM E84

1.6 QUALIFICATIONS

A. Installers: An experienced installer who has completed glazing similar in material, design, and extent to that indicated for the Project; whose work has resulted in glass installations with a record of successful in-service performance and who employs glass installers for this project with a minimum of three years experience.

1.7 MOCKUP

A. Section 01 43 39 – Mockups

B. Construct mockup as directed by Architect to include glass and air barrier seal.

C. Remove mockup when directed by Architect.

1.8 PRE-INSTALLATION MEETING

A. Section 01 30 00 - Administrative Requirements: Preinstallation meeting.

B. Convene minimum one week before starting Work of this section.


1.9 ENVIRONMENTAL REQUIREMENTS

A. Section 01 60 00 - Product Requirements.

B. Do not install glazing when ambient temperature is less than 50 degrees F.

C. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds.

1.10 WARRANTY

A. Section 01 70 00 - Execution and Closeout Requirements: Product warranties and product bonds.

B. Furnish ten year warranty to include coverage for sealed glass units from seal failure, interpane dusting or misting, and replacement of same. Include coverage for delamination of laminated glass and replacement of same.

1.11 EXTRA MATERIALS

A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance products.

B. Supply two of each glass size and each glass type.

PART 2 PRODUCTS

2.1 FLOAT GLASS MATERIALS

A. Annealed Glass: ASTM C1036, Type 1 transparent flat, Quality Q3, float glass. 1. Furnish annealed glass except where heat strengthened or tempered glass is required to meet

specified performance requirements.

B. Heat Strengthened Glass: ASTM C1048, Type 1 transparent flat, Quality Q3, Kind HS heat strengthened, Condition A uncoated, float glass. 1. Furnish heat strengthened glass where annealed glass cannot meet specified performance

requirements.

C. Tempered Glass: ASTM C1048, Type 1 transparent flat, Quality Q3, Kind FT fully tempered, Condition A uncoated, float glass with horizontal tempering. 1. Furnish tempered glass where heat strengthened glass cannot meet specified performance

requirements. 2. Furnish tempered glass conforming to CPSC 16 CFR 1201 Category II at locations where

safety glass is required by code and where indicated on Drawings.

2.2 FLOAT GLASS PRODUCTS

A. Float Glass Manufacturers: 1. ACH Glass Operations 2. AFG Industries, Inc.


3. Guardian Industries Corp. 4. PPG Industries 5. Pilkington North America, Inc. 6. Substitutions: Section 01 60 00 - Product Requirements

B. Clear Glass: Annealed, Heat strengthened, and Tempered float glass as specified; Class 1 clear. 1. Clear annealed glass (FG-CA). 2. Clear heat strengthened glass (FG-CH). 3. Clear tempered glass (FG-CT). 4. Minimum Thickness: 1/4 inch unless otherwise indicated.

2.3 IMPACT RESISTANT INSULATING LAMINATED GLASS PRODUCTS

A. Impact Insulating Glass Manufacturers: 1. PPG Industires 2. Cardinal Glass Industries 3. Substitutions: Section 01 60 00 - Product Requirements

B. Triple Pane Impact Resistant Lamintaed Glass (Vinyl Windows): 1. Total Unit Thickness: 3/4 inch 2. Product: Cardinal Glass Industries - Triple Pane LoE-366 3. Color: AS selected by architect from manufacturers full color range. 4. U-Factor: 0.29 maximum 5. Solar Heat Gain Coefficient: 0.25 maximum.

C. Triple Pane Impact Resistant Insulating Vision Glass (Exterior Storefront Windows): 1. Total Unit Thickness: 1-5/16 inch. 2. Product: Solarban 70xl manufactured by PPG. 3. Color: As selected by architect from manufacturers full color range. 4. U-Factor Winter: 0.29 maximum. 5. U-Factor Summer: 0.29 maximum. 6. Solar Heat Gain Coefficient: 0.25 maximum. 7. UV Transmittance: 4 maximum. 8. Visible Light Transmittance: 30% minimum. 9. Solar Transmittance: 20 maximum.

2.4 MATERIALS

A. Sealed Insulating Glass: ASTM E 1300-04, The sealed insulating glass unit is comprised of a laminated glass unit and a 1 /4” heat strengthened glass lite separated by a desiccant-filled spacer system. The laminated glass unit is comprised of two 1 /4” heat strengthened glass lites with a 0.075” Vanceva/Stormglass interlayer.

2.5 GLAZING SEALANTS

A. Elastomeric Glazing Sealants: Materials compatible with adjacent materials including glass, and glazing channels.


1. Silicone Glazing Sealant: ASTM C920, Type S, Grade NS, Class and Use suitable for glazing application indicated; single component; solvent curing; capable of water immersion without loss of properties; non-bleeding, non-staining,]cured Shore A hardness of 15 to 25. a. Structural Silicone: Furnish high-modulus structural silicone glazing materials where

sealant bonds glass to substrate. 2. Polyurethane Glazing Sealant: ASTM C920, Type S, Grade NS, Class and Use suitable for

glazing application indicated; single component, chemical curing, non-staining, non-bleeding, Shore A Hardness Range 20 to 35.

B. Glazing Putty: Match existing. 1. Glazing Putty: Oil and resin base caulking compound, hardening type; knife grade

consistency; manufacturer’s standard white color.

C. Dense Gaskets: Resilient extruded shape to suit glazing channel retaining slot; color as selected. 1. Neoprene: ASTM C864. 2. EPDM: ASTM C864. 3. Silicone: ASTM C1115.

D. Soft Gaskets: ASTM C509; resilient extruded shape to suit glazing channel retaining slot; color as selected. 1. Neoprene. 2. EPDM. 3. Silicone.

2.6 GLAZING ACCESSORIES

A. Setting Blocks: Elastomeric material recommended by glass manufacturer, 80 to 90 Shore A durometer hardness, length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch x height to suit glazing method and pane weight and area.

B. Spacer Shims: Elastomeric material recommended by glass manufacturer, 50 to 60 Shore A durometer hardness, minimum 3 inch long x one half the height of glazing stop x thickness to suit application.

C. Glazing Clips: Manufacturer's standard type.

PART 3 EXECUTION

3.1 EXAMINATION


B. Verify openings for glazing are correctly sized and within acceptable tolerance.

C. Verify surfaces of glazing channels or recesses are clean, free of obstructions impeding moisture movement, weeps are clear, and ready to receive glazing.


3.2 PREPARATION

A. Clean contact surfaces with solvent and wipe dry.

B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.

C. Prime surfaces scheduled to receive sealant.

3.3 INSTALLATION

A. Perform installation in accordance with GANA Glazing Manual and Texas Department of Insurance glazing method for approved storefront system. 1. Glazing Sealants: Comply with ASTM C1193.

B. Exterior Wet/Dry Method (Preformed Tape and Sealant) Installation: 1. Cut glazing tape to length and set against permanent stops, 3/16 inch below sight line. Seal

corners by butting tape and dabbing with compatible butyl sealant. 2. Apply heel bead of butyl sealant along intersection of permanent stop with frame ensuring

full perimeter seal between glass and frame to complete continuity of air and vapor seal. 3. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners. 4. Rest glazing on setting blocks and push against tape and heel bead of sealant with sufficient

pressure to attain full contact at perimeter of pane or glass unit. 5. Install removable stops, with spacer strips inserted between glazing and applied stops, 1/4

inch below sight line. [Place glazing tape on glazing pane or unit with tape flush with sight line.

6. Fill gap between glazing and stop with elastomeric glazing sealant to depth equal to bite of frame on glazing, but not more than 3/8 inch below sight line.

7. Apply cap bead of elastomeric glazing sealant along void between stop and glazing, to uniform line, flush with sight line. Tool or wipe sealant surface smooth.

C. Interior Wet/Dry Method (Tape and Sealant) Installation: 1. Cut glazing tape to length and install against permanent stops, projecting 1/16 inch above

sight line. 2. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners. 3. Rest glazing on setting blocks and push against tape to ensure full contact at perimeter of

pane or unit. 4. Install removable stops, spacer shims inserted between glazing and applied stops at 24 inch

intervals, 1/4 inch below sight line. 5. Fill gaps between pane and applied stop with elastomeric glazing sealant to depth equal to

bite on glazing, to uniform and level line. 6. Trim protruding tape edge.

3.4 CLEANING

A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.

B. Remove glazing materials from finish surfaces.

C. Remove labels after Work is complete.


D. Clean glass and adjacent surfaces.

3.5 PROTECTION OF INSTALLED CONSTRUCTION

A. Section 01 70 00 - Execution and Closeout Requirements: Protecting installed construction.

B. After installation, mark pane with an 'X' by using removable plastic tape or paste.

END OF SECTION