section 08 22 00.01 fiberglass doors and frames part...

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SECTION 08 22 00.01 FIBERGLASS DOORS AND FRAMES PART 1 - GENERAL SUMMARY 2.1 THIS SECTION INCLUDES THE FOLLOWING: A. Fiberglass Reinforced Plastic (FRP) Doors B. Fiberglass Resin Transfer Molded Door Frames C. RELATED SECTIONS 1. Related Sections Include The Following: a. Division 8 - Door Hardware b. Division 8 - Glazing D. RELATED REQUIREMENTS 1. Related Documents: Drawings and general provisions of the Contract including TPWD Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section. E. QUALITY ASSURANCE 1. Test certification by an independent and accredited laboratory is required for the properties listed in this Quality Assurance section. Reports shall be made available upon request for each of the standards and certifications described below. 100051538 a. Reference Standards 1) Door Properties (a) Standard test method for steady state thermal transmission properties by means of the heat flow meter apparatus. (b) Successfully completed 1,000,000 cycles test in accordance with: (1) AAMA 920-03 - Specification for Operating Cycle Performance of Side-Hinged Exterior Door Systems. ANSI A250.4-2001 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames, Frame Anchors and Hardware Reinforcings. (2) NWWDA TM-7 Test Method to Determine the Physical Endurance of Wood Doors and Associated Hardware Under Accelerated Operating Conditions. (c) Florida Building Code (1) SFBC PA 201 Impact Procedures for Large Missile Impact SFBC PA 202 Uniform Static Load on Building Components SFBC PA 203 Products Subjected to Cycle Wind Pressure SFBC 3603.2 Forced Entry Test (2) ASTM E 1886 Impact and Cycling, Large Missile Impact ASTM E 1996 Specifications for Performance of Exterior Doors ASTM C 518 Heat Transfer (3) ASTM D 1761 Mechanical Fasteners 2) Laminate Properties (a) Door face plate is a minimum of 0.125 inch thick fiberglass reinforced plastic molded into one continuous sheet starting with a 25 mil resin-rich gelcoat layer resin integrally molded with multiple layers of 1.5 oz. sq ft fiberglass mat and one layer of 18 oz per square yard fiberglass woven roving saturated with 08 22 00.01 - 1 122081 MDC Fish America Building Replacement FIBERGLASS DOORS AND FRAMES 100% Construction Documents Issued: 04-28-17

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Page 1: SECTION 08 22 00.01 FIBERGLASS DOORS AND FRAMES PART …barcom.cc/wp-content/uploads/2017/06/fish-america-div-08-.pdf · FIBERGLASS DOORS AND FRAMES PART 1 -GENERAL ... x 4 with a

SECTION 08 22 00.01

FIBERGLASS DOORS AND FRAMES

PART 1 - GENERAL

SUMMARY

2.1 THIS SECTION INCLUDES THE FOLLOWING:

A. Fiberglass Reinforced Plastic (FRP) Doors

B. Fiberglass Resin Transfer Molded Door Frames

C. RELATED SECTIONS 1. Related Sections Include The Following:

a. Division 8 - Door Hardware b. Division 8 - Glazing

D. RELATED REQUIREMENTS 1. Related Documents: Drawings and general provisions of the Contract including TPWD

Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section.

E. QUALITY ASSURANCE 1. Test certification by an independent and accredited laboratory is required for the properties

listed in this Quality Assurance section. Reports shall be made available upon request for each of the standards and certifications described below.

100051538

a. Reference Standards 1 ) Door Properties

(a) Standard test method for steady state thermal transmission properties by means of the heat flow meter apparatus.

(b) Successfully completed 1,000,000 cycles test in accordance with: (1) AAMA 920-03 - Specification for Operating Cycle Performance of

Side-Hinged Exterior Door Systems. ANSI A250.4-2001 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames, Frame Anchors and Hardware Reinforcings.

(2) NWWDA TM-7 Test Method to Determine the Physical Endurance of Wood Doors and Associated Hardware Under Accelerated Operating Conditions.

(c) Florida Building Code (1) SFBC PA 201 Impact Procedures for Large Missile Impact SFBC PA

202 Uniform Static Load on Building Components SFBC PA 203 Products Subjected to Cycle Wind Pressure SFBC 3603.2 Forced Entry Test

(2) ASTM E 1886 Impact and Cycling, Large Missile Impact ASTM E 1996 Specifications for Performance of Exterior Doors ASTM C 518 Heat Transfer

(3) ASTM D 1761 Mechanical Fasteners 2) Laminate Properties

(a) Door face plate is a minimum of 0.125 inch thick fiberglass reinforced plastic molded into one continuous sheet starting with a 25 mil resin-rich gelcoat layer resin integrally molded with multiple layers of 1.5 oz. sq ft fiberglass mat and one layer of 18 oz per square yard fiberglass woven roving saturated with

08 22 00.01 - 1 122081 MDC Fish America Building Replacement

FIBERGLASS DOORS AND FRAMES

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special resin. Door plate weight shall not be less than 0.97 lbs per square foot at a ratio of 30/70 glass resin.

(b) Laminated plate by itself evaluated in accordance with Florida Building Code TAS 201 Large Missile Impact Test as per ASTM-1996-05b, Standard Specification for Performance of Exterior Windows, Curtain Wall, Doors and Storm Shutters Impacted by Windborne Debris in Hurricanes. The missile (a 2 x 4 with a weight of 9 lbs shot from a cannon at a velocity of 50 ft/sec) did not penetrate the door face plate.

(c) ASTM D 638 Tensile Strength Properties of Plastic (d) ASTM D 790 Flexural Strength Properties of Plastic (e) ASTM D 2583 Indention Hardness of Plastics (f) ASTM D 256 lzod Pendulum Impact Resistance (g) ASTM D 792 Density/Specific Gravity Of Plastics (h) ASTM D 1761 Mechanical Properties of Fasteners (i) ASTM E 84 Surface Burning Characteristics of Materials U) ASTM G 155 Xenon Light Exposure of Non Metallic Materials (k) ASTM D 635 Method For Rate of Burning (I) ASTM D 2843 Smoke Density (m) ASTM D 1929 Self Ignition Temperature Properties (n) SFBC PA 201 Impact Procedures for Large Missile Impact

3) Core Properties (a) ASTM C 177 Thermal Properties of Materials (b) ASTM D 1622 Density and Specific Gravity (c) ASTM E 84 Surface Burning Characteristics of Materials (d) WDMA TM-10 and TM-5 Firestop ASTM E 152 U.L 10(b) (e) ASTM E90-04- Sound Transmission Loss (f) ASTM E413-04- Classification for Rating Sound Insulation (g) ASTM E1332-90- Standard Classification for Determination of Outdoor-Indoor

Transmission Class (h) ASTM E2235-04- Standard Test for Determination of Decay Rates for Use in

Sound Insulation Methods 2. Qualifications

a. Manufacturer Qualifications: A company specialized in the manufacture of fiberglass reinforced plastic (FRP) doors and frames as specified herein with a minimum of 10 years documented experience and with a record of successful in-service performance for the applications as required for this project.

b. Installer Qualifications: An experienced installer who has completed fiberglass door and frame installations similar in material, design, and extent to those indicated and whose work has resulted in construction with a record of successful in-service performance.

c. Source limitations: Obtain fiberglass reinforced plastic doors and resin transfer molded fiberglass frames through one source fabricated from a single manufacturer, including fire rated fiberglass frames. This ensures complete uniformity of physical properties and consistency in the resin chemistry tailored for this application.

d. Source Limitations: Glass for windows in doors shall be furnished and installed by door and frame manufacturer in accordance with related section, Division 8, Glazing.

F. 1.4 SUBMITTALS 1. Product Technical Data Including:

a. Acknowledgment that products submitted meet requirements of standards referenced. b. Manufacturer shall provide certificate of compliance with current local and federal

regulations as it applies to the manufacturing process. c. Manufacturer's installation instructions.

100051538 122081 MDC Fish America Building Replacement

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d. Schedule of doors and frames indicating the specific reference numbers used on the owner's project documents, noting door type, frame type, size, handing and applicable hardware.

e. Details of core and edge construction including factory construction specifications. f. Certification of manufacturer's qualifications.

2. Submittal Drawings for Customer Approval Shall be Submitted Prior to Manufacture and Will Include the Following Information and Formatting: a. Summary door schedule indicating the specific reference numbers as used on owner's

drawings, with columns noting door type, frame type, size, handing, accessories and hardware.

b. A drawing depicting front and rear door elevations showing hardware with bill of material for each door.

c. Drawing showing dimensional location of each hardware item and size of each door. d. Individual part drawing and specifications for each hardware item and FRP part or

product. e. Construction and mounting detail for each frame type.

G. DELIVERY, STORAGE, AND HANDLING 1. Each door and frame shall be delivered individually crated for protection from damage in

cardboard containers, clearly marked with project information, door location, specific reference number as shown on drawings, and shipping information. Each crate shall contain all fasteners necessary for installation as well as complete installation instructions. a. Doors shall be stored in the original container on edge, out of inclement weather for

protection against the elements. b. Handle doors pursuant to the manufacturer's recommendations as posted on outside of

crate.

H. WARRANTY 1. All fiberglass doors and frames have a lifetime guarantee against failure due to corrosion.

Additionally, fiberglass doors and fiberglass frames are guaranteed for ten years against failure due to materials and workmanship, including warp, separation or delamination, and expansion of the core.

2. On site assistance available.

PART 2 - PRODUCTS

ACCEPTABLE MANUFACTURERS

4.1 BASIS OF DESIGN: CHEM-PRUF DOOR CO., LTD., P.O. BOX 4560 BROWNSVILLE, TEXAS 78523 PHONE: 1-800-444-6924-7943, FAX: 956-544- 7943, WEBSITE: WWW.CHEM-PRUF.COM <HTTP://WWW.CHEM-PRUF.COM/>

4.2 TIGER DOOR, LLC: WWW.TIGERDOOR.COM

4.3 DOOR AND FRAMES:

A. FRP DOORS 1. Doors shall be made of fiberglass reinforced plastic (FRP) using Class 1 premium resin with

no fillers that is specifically tailored to resist chemicals and contaminants typically found in environment for which these specifications are written. Doors shall be 1 o/.i inch thick and of flush construction, having no seams or cracks. For consistency in the resin chemistry tailored for this application and to maintain the same physical properties throughout the structure, all fiberglass components including face plates, stiles and rails and frames must be fabricated

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FRAMES 100% Construction Documents

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by the same manufacturer. Components obtained through various outside sources for plant assembly will not be accepted.

2. Door Plates shall be 0.125 inch thick minimum, molded in one continuous piece, starting with 25 mil gelcoat of the color specified, integrally molded with multiple layers of 1.5 ounces per square foot fiberglass mat and one layer of 18 ounce per square yard fiberglass woven roving. Each layer shall be individually laminated with resin as mentioned above. Door plate weight shall not be less than 0.97 lbs per square foot at a ratio of 30/70 glass to resin. Plate alone to withstand Large Missile Impact per FBC TAS 201. Face plates manufactured using the pultrusion process does not allow for a smooth molded gelcoat finish, the use of woven roving for adequate plate thickness, strength and weight, or the appropriate glass to resin ratio and will not meet the quality standards of this project.

3. Stiles and Rails shall be constructed starting from the outside toward the inside, with a matrix of at least three layers of a. 1.5 ounce per square foot of fiberglass mat. The stile and rail shall be molded in one

continuous piece to a U-shaped configuration and to the exact dimensions of the door. In this manner there will be no miter joints and disparate materials used to form the one-piece stile and rail.

4. Core material shall be Polypropylene plastic honeycomb core with a non woven polyester veil for unparalleled plate bonding, 180 PSI typical compression range unless otherwise requested.

5. Internal Reinforcement shall be #2 SPF of sufficient amount to adequately support required hardware and function of same.

6. Finish of door frame shall be identical with 25 mil resin-rich gelcoat of the specified color integrally molded in at time of manufacture resulting in a smooth gloss surface that is dense and non-porous. To achieve optimum surface characteristics, the gelcoat shall be cured within a temperature range of 120F to 170F creating an impermeable outer surface, uniform color throughout, and a permanent homogeneous bond with the resin/fiberglass substrate beneath. Only the highest quality gelcoat will be used to ensure enduring color and physical properties. Paint and/or post application of gelcoat results in poor mechanical fusion and will be deemed unacceptable for this application. The finish of the door and frame must be field repairable without compromising the integrity of the original uniform composite structure, function or physical strength.

7. Window openings shall be provided for at time of manufacture and shall be completely sealed so that the interior of the door is not exposed to the environment. Fiberglass retainers, which hold the glazing in place, shall be resin transfer molded with a profile that drains away from glazing. The window retainer must match the color and finish of the door plates with 25 mil of resin-rich gelcoat integrally molded in at time of manufacture. Mechanical fasteners shall not be used to attach retainers. Glass, as specified herein, shall be furnished and installed by door and frame manufacturer. In order to maintain uniform appearance, product longevity and the corrosion resistance this application requires, window retainers fabricated from Metal, PVC or Vinyl will not be accepted.

8. Louver openings shall be completely sealed so that the interior of the door is not exposed to the environment. Louvers are to be solid fiberglass "V'' Vanes and shall match the color and finish of the door plates.

9. Transoms shall be identical to the doors in finish, construction, materials, thickness and reinforcement.

8. FRP FRAMES 1. Frames (rated and non-rated) shall be fiberglass and manufactured using the resin transfer

method creating one solid piece (no voids) with complete uniformity in color and size. Beginning with a minimum 25 mil gelcoat layer molded in and a minimum of two layers of continuous strand fiberglass mat saturated with resin, the frame will be of one-piece construction with molded stop. All frame profiles shall have a core material of 2 psf polyurethane foam. Metal frames or pultruded fiberglass frames will not be accepted.

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2. Finish of frame shall be identical to the door with 25 mil resin-rich gelcoat of the specified color integrally molded in at time of manufacture. To achieve optimum surface characteristics, the gelcoat shall be cured within a temperature range of 120F to 170F creating an impermeable outer surface, uniform color throughout, and a permanent homogeneous bond with the resin/fiberglass substrate beneath. Only the highest quality gelcoat will be used to ensure enduring color and physical properties. Paint and/or post application of gelcoat result in poor mechanical fusion and will be deemed unacceptable for this application. The finish of the door and frame must be field repairable without compromising the integrity of the original uniform composite structure, function or physical strength.

3. Jamb/Header connection shall be mitered for tight fit. 4. Internal Reinforcement shall be continuous within the structure to allow for mounting of

specified hardware. Reinforcing material shall be a dense matrix of cloth glass fibers and premium resin with a minimum hinge screw holding value of 1000 lbs per screw. All reinforcing materials shall be completely encapsulated. Documented strength of frame screw holding value after third insert must be submitted. Dissimilar materials, such as steel, will be deemed unacceptable as reinforcement for hardware attachment.

5. Mortises for hardware shall be accurately machined by CNC to hold dimensions to +/- 0.010 inch in all three axis.

6. Hinge pockets shall be accurately machined by CNC to facilitate heavy duty hinges at all hinge locations, using shims when standard weight hinges are used.

C. HARDWARE 1. See Section 08 71 00

PART 3 - EXECUTION

INSTALLATION CONDITIONS

6.1 VERIFICATION OF CONDITIONS

A. Verify openings are correctly prepared to receive doors and frames.

B. Verify openings are correct size and depth in accordance with submittal drawings. 1. Installer's Examination

a. Door installer shall examine conditions under which construction activities of this section are to be performed and submit a written report to general contractor if conditions are unacceptable.

b. General Contractor shall submit two copies of the installer's report to the architect within 24 hours of receipt.

c. Installer shall not proceed with installation until all unacceptable conditions have been corrected.

C. 3.2 INSTALLATION 1. Doors shall be delivered at job site individually crated. Each crate to be clearly marked with

the specific opening information for quick and easy identification. 2. All single doors to be shipped completely assembled in the frame with hardware installed.

100051538

Double doors to be prehung at the factory to ensure a proper fit and that hardware functions properly, then disassembled for shipping purposes. If unitization is not provided by the manufacturere, installation of door and frame systems should be made by a professional hardware installer, certified by a nationally recongnized door hardwar entity.

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3. Install door opening assemblies in accordance with shop drawings and manufacturer's printed installation instructions, using installation methods and materials specified in installation instructions.

4. Field alteration of doors or frames to accommodate field conditions is strictly prohibited. 5. Site tolerances: Maintain plumb and level tolerance specified in manufacturer's printed

installation instructions. 6. Fire labeled doors, frames and any associated hardware must be installed by qualified

professional installers in strict accordance with manufacturer's instructions and the latest revision of NFPA 80.

D. ADJUSTING 1. Adjust doors in accordance with the door manufacturer's maintenance instructions to swing

open and shut without binding and to remain in place at any angle without being moved by gravitational influence.

2. Adjust door hardware to operate correctly in accordance with hardware manufacturer's maintenance instruction.

E. CLEANING 1. Clean surfaces of door opening assemblies and exposed door hardware in accordance with

respective manufacturer's maintenance instructions.

F. PROTECTION OF INSTALLED PRODUCTS 1. Protect door opening assemblies and door hardware from damage by subsequent

construction activities until final inspection.

100051538 122081 MDC Fish America Building Replacement

END OF SECTION

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SECTION 08 22 00.02

FIBERGLASS DOORS AND FRAME - HURRICANE CERTIFIED

PART 1 - GENERAL

SUMMARY

2.1

A.

B.

C.

D.

E.

THIS SECTION INCLUDES THE FOLLOWING:

Fiberglass Reinforced Plastic (FRP) Doors

Fiberglass Resin Transfer Molded Door Frames

RELATED REQUIREMENTS 1. Related Documents: Drawings and general provisions of the Contract including TPWD

Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section.

RELATED SECTIONS 1. Related Sections Include The Following:

a. Division 8 - Door Hardware b. Division 8 - Glazing

QUALITY ASSURANCE 1. Test certification by independent and accredited laboratories is required for the properties

listed in this Quality Assurance section. Reports shall be made available upon request for each of the standards and certifications described below.

2. Reference Standards a. Door Properties

1) Standard test method for steady state thermal transmission properties by means of the heat flow meter apparatus.

2) Successfully completed 1,000,000 cycles test in accordance with: (a) AAMA 920-03 - Specification for Operating Cycle Performance of Side-Hinged

Exterior Door Systems. ANSI A250.4-2001 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames, Frame Anchors and Hardware Reinforcements.

(b) NWWDA TM-7 Test Method to Determine the Physical Endurance of Wood Doors and Associated Hardware Under Accelerated Operating Conditions.

(c) Additional Testing. (1) ASTM E 1886

impact. ASTM E 1996 missile impact ASTM E 330

Impact procedures for large missile Impact procedures for large Structural Performance on Cyclic Tests of Building Building Components ASTM E 1886

Components (2) ASTM E 1996

ASTM C 518 (3) ASTM D 1761

3) Laminate Properties

Cyclic Tests of Building Components Heat Transfer Properties of Materials Mechanical Properties of Fasteners 1530 lb

(a) Door face plate is a minimum of 0.125 inch thick fiberglass reinforced plastic molded into one continuous sheet starting with a 25 mil resin-rich gelcoat layer resin integrally molded with multiple layers of 1.5 oz. sq ft fiberglass mat and one layer of 18 oz per square yard fiberglass woven roving saturated with

100051538 08 22 00.02 - 1 FIBERGLASS DOORS AND FRAME - HURRICANE

CERTIFIED 100% Construction Documents

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122081 MDC Fish America Building Replacement

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special resin. Door plate weight shall not be less than 0.97 lbs per square foot at a ratio of 30/70 glass resin.

(b) Laminated plate by itself evaluated in accordance with Florida Building Code TAS 201 Large Missile Impact Test as per ASTM-1996-05b, Standard Specification for Performance of Exterior Windows, Curtain Wall, Doors and Storm Shutters Impacted by Windborne Debris in Hurricanes. The missile (a 2 x 4 with a weight of 9 lbs shot from a cannon at a velocity of 50 ft/sec) did not penetrate the door face plate.

( c) ASTM D 638 Tensile Strength Properties of Plastics (d) ASTM D 790 Flexural Strength Properties of Plastics 39,000 psi (e) ASTM D 2583 Indention Hardness of Plastics 53 (f) ASTM D 256 lzod Pendulum Impact Resistance (g) ASTM D 792 Density/Specific Gravity of Plastics (h) ASTM D 1761 Mechanical Properties of Fasteners 1530 lb (i) ASTM E 84 Surface Burning Characteristics of Materials U) ASTM G 155 Xenon Light Exposure of Non Metallic Materials (k) ATSM D 635 Method For Rate of Burning (I) ASTM D 2843 Smoke Density (m) ASTM D 1929 Self Ignition Temperature Properties (n) SFBC PA 201 Impact Procedures for Large Missile Impact

3. Core Properties a. ASTM C 177 Thermal Properties of Materials b. ASTM D 1622 Density and Specific Gravity c. ASTM E 84 Surface Burning Characteristics of Materials d. ASTM E90-04- Sound Transmission Loss e. ASTM E413-04 Classification for Rating Sound Insulation f. ASTM E1332-90 Standard Classification for Determination of Outdoor-Indoor

Transmission Class g. ASTM E2235-04 Standard Test for Determination of Decay Rates for Use in Sound

Insulation Methods h. Qualifications

1) Manufacturer Qualifications: A company specialized in the manufacture of fiberglass reinforced plastic (FRP) doors and frames as specified herein with a minimum of 10 years documented experience and with a record of successful in-service performance for the applications as required for this project.

2) Installer Qualifications: An experienced installer who has completed fiberglass door and frame installations similar in material, design, and extent to those indicated and whose work has resulted in construction with a record of successful in-service performance.

3) Source limitations: Obtain fiberglass reinforced plastic doors and resin transfer molded fiberglass frames through one source fabricated from a single manufacturer, including fire rated fiberglass frames. This ensures complete uniformity of physical properties and consistency in the resin chemistry tailored for this application.

4) Source limitations: Hardware and accessories for all FRP doors as specified in Section 08710 shall be provided and installed by the fiberglass door and frame manufacturer.

F. 1.4 SUBMITTALS 1. Product Technical Data Including:

a. Acknowledgment that products submitted meet requirements of standards referenced. b. Manufacturer shall provide certificate of compliance with current local and federal

regulations as it applies to the manufacturing process.

100051538 122081 MDC Fish America Building Replacement

08 22 00.02 - 2 FIBERGLASS DOORS AND FRAME - HURRICANE

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c. Manufacturer's installation instructions. d. Schedule of doors and frames indicating the specific reference numbers used on the

owner's project documents, noting door type, frame type, size, handing and applicable hardware.

e. Details of core and edge construction. including factory construction specifications. f. Certificaton that the door and frame assemblies will meet TOI requirements fo wind

load. g. Certification of manufacturer's qualifications.

2. Submittal Drawings for Customer Approval Shall be Submitted Prior to Manufacture and Will Include the Following Information and Formatting: a. Summary door schedule indicating the specific reference numbers as used on owner's

drawings, with columns noting door type, frame type, size, handing, accessories and hardware.

b. A drawing depicting front and rear door elevations showing hardware with bill of material for each door.

c. Drawing showing dimensional location of each hardware item and size of each door. d. Individual part drawing and specifications for each hardware item and FRP part or

product. e. Construction and mounting detail for each frame type

G. DELIVERY, STORAGE, AND HANDLING 1. Each door and frame shall be delivered individually crated for protection from damage in

cardboard containers, clearly marked with project information, door location, specific reference number as shown on drawings, and shipping information. Each crate shall contain all fasteners necessary for installation as well as complete installation instructions. a. Doors shall be stored in the original container on edge, out of inclement weather for

protection against the elements. b. Handle doors pursuant to the manufacturer's recommendations as posted on outside of

crate.

H. WARRANTY 1. All fiberglass doors and frames have a lifetime guarantee against failure due to corrosion.

Additionally, fiberglass doors and fiberglass frames are guaranteed for ten years against failure due to materials and workmanship, including warp, separation or delamination, and expansion of the core.

2. On site assistance available.

PART 2 - PRODUCTS

ACCEPTABLE MANUFACTURERS

4.1 CHEM-PRUF DOOR CO., LTD., P.O. BOX 4560 BROWNSVILLE, TEXAS 78523 PHONE: 1-800-444-6924-7943, FAX: 956-544- 7943, WEBSITE: WWW.CHEM-PRUF.COM <HTTP://WWW.CHEM-PRUF.COM/>

4.2 TIGER DOOR, LLC: WWW.TIGERDOOR.COM

4.3 DOORS AND FRAMES:

A. FRP DOORS 1. Doors shall be made of fiberglass reinforced plastic (FRP) using Class 1 premium resin ..

Doors shall be 1 % inch thick and of flush construction, having no seams or cracks. All doors

100051538 122081 MDC Fish America Building Replacement

08 22 00.02 - 3 FIBERGLASS DOORS AND FRAME - HURRICANE

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up to 35-3/4" x 83-1/2" shall have equal diagonal measurements. For consistency in the resin chemistry tailored for this application and to maintain the same physical properties throughout the structure, all fiberglass components including face plates, stiles and rails and frames must be fabricated by the same manufacturer. Components obtained through various outside sources for plant assembly will not be accepted.

2. Door Plates shall be 0.125 inch thick minimum, molded in one continuous piece, starting with 25 mil gelcoat of the color specified, integrally molded with multiple layers of 1.5 ounces per square foot fiberglass mat and one layer of 18 ounce per square yard fiberglass woven roving. Each layer shall be individually laminated with resin as mentioned above. Door plate weight shall not be less than 0.97 lbs per square foot at a ratio of 30/70 glass to resin. Plate alone to withstand Large Missile Impact per FBC TAS 201. Face plates manufactured using the pultrusion process will not be acceptable. Pultruded plates do not allow for a smooth molded gelcoat finish, neither use woven roving for adequate plate thickness, strength and weight, nor the appropriate glass to resin ratio and will not meet the quality standards of this project.

3. Stiles and Rails shall be constructed with a matrix of at least three layers of 1.5 ounce per square foot of fiberglass mat. The stile and rail shall be molded in one continuous piece to a U-shaped configuration and to the exact dimensions of the door. In this manner there will be no miter joints and disparate materials used to form the one-piece stile and rail.

4. Core material to be: a. Polypropylene plastic honeycomb core with a non woven polyester veil for unparalleled

plate bonding, 180 PSI typical compression range. 5. Internal Reinforcement shall be a dense matrix of cloth glass fibers and premium resin with a

minimum hinge screw holding value of 1000 lbs per screw. 6. Finish of door frame shall be identical with 25 mil resin-rich gelcoat of the specified color

integrally molded in at time of manufacture resulting in a smooth gloss surface that is dense and non-porous. To achieve optimum surface characteristics, the gelcoat shall be cured within a temperature range of 120F to 170F creating an impermeable outer surface, uniform color throughout, and a permanent homogeneous bond with the resin/fiberglass substrate beneath. Only the highest quality gelcoat will be used to ensure enduring color and physical properties. Paint and/or post application of gelcoat result in poor mechanical fusion and will be deemed unacceptable for this application. The finish of the door and frame must be field repairable without compromising the integrity of the original uniform composite structure, function or physical strength.

7. Door shall meet FBC requirements pursuant to ASTM E 1886, ASTM E 1996, ASTM E 330 standards.

B. FRP FRAMES 1. Frames (rated and non-rated) shall be fiberglass and manufactured using the resin transfer

method creating one solid piece (no voids) with complete uniformity in color and size. Beginning with a minimum 25 mil gelcoat layer molded in and a minimum of two layers of continuous strand fiberglass mat saturated with resin, the frame will be of one-piece construction with molded stop. All frame profiles shall have a core material of 2 psf polyurethane foam. Metal frames or pultruded fiberglass frames will not be accepted.

2. Finish of frame shall be identical to the door with 25 mil resin-rich gelcoat of the specified color integrally molded in at time of manufacture. To achieve optimum surface characteristics, the gelcoat shall be cured within a temperature range of 120F to 170F creating an impermeable outer surface, uniform color throughout, and a permanent homogeneous bond with the resin/fiberglass substrate beneath. Only the highest quality gelcoat will be used to ensure enduring color and physical properties. Paint and/or post application of gelcoat result in poor mechanical fusion and will be deemed unacceptable for this application. The finish of the door and frame must be field repairable without compromising the integrity of the original uniform composite structure, function or physical strength.

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3. Jamb/Header connection shall be mitered for tight fit. Optional seamless one piece frame construction as indicated on the project schedules and related details.

4. Internal Reinforcement shall be continuous within the structure to allow for mounting of specified hardware. Reinforcing material shall be a dense matrix of cloth glass fibers and premium resin with a minimum hinge screw holding value of 1000 lbs per screw. All reinforcing materials shall be completely encapsulated. Documented strength of frame screw holding value after third insert must be submitted. Dissimilar materials, such as steel, will be deemed unacceptable as reinforcement for hardware attachment.

5. Mortises for hardware shall be accurately machined by CNC to hold dimensions to+/- 0.010 inch in all three axis.

6. Hinge pockets shall be accurately machined by CNC to facilitate heavy duty hinges at all hinge locations, using shims when standard weight hinges are used.

7. Frames shall meet FBC requirements pursuant to ASTM E 1886, ASTM E 1996, ASTM E 330 standards.

C. HARDWARE 1. A. See Section 08 71 00

PART 3 - EXECUTION

INSTALLATION CONDITIONS

6.1 VERIFICATION OF CONDITIONS

A. Verify openings are correctly prepared to receive doors and frames.

B. Verify openings are correct size and depth in accordance with submittal drawings. 1. Installer's Examination

a. Door installer shall examine conditions under which construction activities of this section are to be performed and submit a written report to general contractor if conditions are unacceptable.

b. General Contractor shall submit two copies of the installer's report to the architect within 24 hours of receipt.

c. Installer shall not proceed with installation until all unacceptable conditions have been corrected.

C. INSTALLATION 1. Door shall be delivered at job site individually crated. Each crate to be clearly marked with

the specific opening information for quick and easy identification. 2. All single doors to be shipped completely assembled in the frame with hardware installed. If

unitization is not provided by manufacturer, installation of door and frame systems should be made by a professional hardware installer, certified by a nationally recognized door hardware entity.

3. Install door opening assemblies in accordance with shop drawings and manufacturer's printed installation instructions, using installation methods and materials specified in installation instructions.

4. Field alteration of doors or frames to accommodate field conditions is strictly prohibited. 5. Site tolerances: Maintain plumb and level tolerance specified in manufacturer's printed

installation instructions. 6. Door shall be installed in accordance with FBC approved installation instructions provided by

the manufacturer.

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D. ADJUSTING 1. Adjust doors in accordance with the door manufacturer's maintenance instructions to swing

open and shut without binding and to remain in place at any angle without being moved by gravitational influence.

2. Adjust door hardware to operate correctly in accordance with hardware manufacturer's maintenance instruction.

E. CLEANING 1. Clean surfaces of door opening assemblies and exposed door hardware in accordance with

respective manufacturer's maintenance instructions.

F. PROTECTION OF INSTALLED PRODUCTS 1. Protect door opening assemblies and door hardware from damage by subsequent

construction activities until final inspection.

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PART1 GENERAL

SECTION 08 33 23

OVERHEAD COILING DOORS

1.1 RELATED REQUIREMENTS

A. Related Documents: Drawings and general provisions of the Contract including TPWD Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section.

B. Section 07 92 00 - Joint Sealants: Sealing joints between frames and adjacent construction.

1.2 REFERENCE STANDARDS

A. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015.

B. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2014.

C. ITS (DIR) - Directory of Listed Products; current edition.

D. UL 325 - Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems; Current Edition, Including All Revisions.

1.3 SUBMITTALS

A. Product Data: Provide general construction and component connections and details.

B. Shop Drawings: Indicate pertinent dimensioning, anchorage methods, hardware locations, and installation details.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Overhead Coiling Doors: 1. C.H.I. Overhead Doors; Model 6180: www.chiohd.com/sle. 2. Clopay Building Products; Model CERD20: www.clopaydoor.com/sle. 3. Entrematic; Amarr 4000 Rolling Slat Door: www.amarr.com/commercial/sle. 4. The Cookson Company; Basis of Design: www.cooksondoor.com.

a. 24 Elmwood Avenue, Mountain Top, PA 18707. b. Telephone: (800) 233-8366. C. Model: ESD10

5. Substitutions: See Uniform General Conditions and Supplementary General Conditions.

2.2 COILING DOORS

A. Exterior Coiling Doors: Stainless steel slat curtain. 1. Capable of withstanding positive and negative wind loads of 50 Minimum psf, without undue

deflection or damage to components.

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2. Sandwich slat construction with insulated core of foamed-in-place polyurethane insulation; minimum R-value of 8.1.

2.3 MATERIALS

A. Curtain 1. Configuration:

a. Standard curtain configuration b. RapidResponse configuration with 3 feet of extra slats c. RapidResponse configuration with 6 feet of extra slats

2. Slats: a. Stainless Steel: No. SF, minimum 20 gauge AISI type 304 series stainless steel with

Bottom Bar: Two 2x2x1/8 inch (50x50x3.2 mm) AISI 300 series stainless steel angles 3. Finish:

a. Stainless Steel: #4 type 304 finish

B. Endlocks: 1. Alternate slats each secured with two%" (6.35 mm) rivets. Fabricate interlocking sections

with high strength nylon. Provide windlocks as required to meet specified wind load.

C. Bottom Bar: 1. RapidResponse™ lmpactable Bottom Bar: 2 structural steel angles minimum 2x2x1/8" with

flexible connecting members 2. Finish:

a. Stainless Steel: #4 type 304 finish

D. Guides: 1. Fabrication:

a. Minimum 3/16 inch (4.76 mm) stainless steel angles. Provide windlock bars of same material when windlocks are required to meet specified wind load. Top of inner and outer guide angles to be flared outwards to form bellmouth for smooth entry of curtain into guides. Provide removable guide stoppers to prevent over travel of curtain and bottom bar.

2. Configuration: a. Standard guide configuration b. Rapid Response guide configuration with a 56" removable lower guide section for quick

access to curtain for repairs 3. Finish:

a. Stainless Steel: [#4 type 304 finish]

E. Counterbalance Shaft Assembly: 1. Barrel: Steel pipe capable of supporting curtain load with maximum deflection of 0.03 inches

per foot (2.5 mm per meter) of width 2. Spring Balance: Oil-tempered, heat-treated steel helical torsion spring assembly designed for

proper balance of door to ensure that maximum effort to operate will not exceed 25 lbs (110 N). Provide wheel for applying and adjusting spring torque

F. Brackets: 1. Fabricate from minimum 3/16 inch (5 mm) steel plate with permanently lubricated ball or

roller bearings at rotating support points to support counterbalance shaft assembly and form end closures

2. Finish:

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a. Corrosion Inhibitive: Zirconium treatment followed by a corrosion inhibitive baked-on zinc enriched gray polyester powder coat; minimum 2.5 mils (0.065mm) cured film thickness

G. Hood: 1. Minimum 24 gauge stainless steel with reinforced top and bottom edges. Provide minimum

1/4 inch (6.35 mm) steel intermediate support brackets. a. Finish:

1) Stainless steel: #4 type 304 finish

H. Weatherstripping: 1. Bottom Bar:

a. Motor Operated Doors: Sensing/weather edge within neoprene astragal extending full width of door bottom bar

2. Guides: Vinyl strip sealing against fascia side of curtain 3. Hood: Neoprene/rayon baffle to impede air flow above coil 4. Lintel Seal: Nylon brush seal fitted at door header to impede air flow

I. Lock Hardware: 1. Latching Mechanism: Inside mounted, adjustable keeper, spring activated latch bar feature

to keep in locked or retracted position. 2. Latch Handle: Manufacturer's standard. 3. Slide Bolt: Provide on single-jamb side, extending into slot in guides, with padlock on one

side. 4. Manual Chain Lift: Provide padlockable chain keeper on guide.

PART 3 EXECUTION

3.1

A.

3.2

A.

B.

C.

D.

3.3

A.

EXAMINATION

Verify that opening sizes, tolerances and conditions are acceptable.

INSTALLATION

Install units in accordance with manufacturer's instructions.

Use anchorage devices to securely fasten assembly to wall construction and building framing without distortion or stress.

Securely and rigidly brace components suspended from structure. Secure guides to structural members only.

Fit and align assembly including hardware; level and plumb, to provide smooth operation.

ADJUSTING

Adjust operating assemblies for smooth and noiseless operation.

3.4 CLEANING

A. Clean installed components.

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B. Remove labels and visible markings.

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PART1 GENERAL

1.1 SECTION INCLUDES

SECTION 08 51 13

ALUMINUM WINDOWS

A. Section includes Architectural Aluminum Windows including perimeter trims, stools, accessories, shims and anchors, and perimeter sealing of window units.

1.2 RELATED REQUIREMENTS

A. Related Documents: Drawings and general provisions of the Contract including TPWD Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section.

B. Section 07 92 00 - Joint Sealants: Sealing joints between window frames and adjacent construction.

C. Section 08 80 00 - Glazing.

1.3 PERFORMANCE STANDARDS

A. General Performance: Aluminum-framed window system shall withstand the effects of the following performance requirements without failure due to defective manufacture, fabrication, installation, or other defects in construction.

B. Window System Performance Requirements: 1. Provide aluminum windows of performance indicated that comply with AAMA/WDMA/CSA

101/I.S.2/A440 (NAFS) a. Performance Class and Grade: AW-PG100-FW

C. Air Infiltration: The test specimen shall be tested in accordance with ASTM E 283 at a minimum window size of 60" x 99" ( 1524 x 2515 mm). The air infiltration rate shall not exceed 0.10 cfm/ft2 at a static air pressure differential of 6.24 psf (300 Pa).

D. Water Resistance: The test specimen shall be tested in accordance with ASTM E 547 and ASTM E 331 at a minimum window size of 60" x 99" (1524 x 2515 mm). There shall be no leakage as defined in the test method at a static air pressure differential of 12 psf (574 Pa).

E. Uniform Load Deflection: A minimum static air pressure difference of 100 psf (4788 Pa) shall be applied in the positive and negative direction in accordance with ASTM E 330. There shall be no deflection in excess of L/175 of the span of any framing member.

F. Uniform Load Structural Test: A minimum static air pressure difference of 150 psf (7182 Pa) shall be applied in the positive and negative direction in accordance with ASTM E 330. The unit shall be evaluated after each load.

G. Component Testing: Window components shall be tested in accordance with procedures described in AAMA/WDMA/CSA 101/I.S.2/A440 (NAFS).

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H. Thermal Transmittance Test (U-Factor): When tested in accordance with AAMA 1503, the conductive thermal transmittance (U-Factor) shall not be more than .58 BTU/hr/sf/°F or __ BTU/hr/sf!°F per AAMA 507 or NFRC100 when using project specified glass.

I. Condensation Resistance Test (CRF): When tested in accordance with AAMA 1503 with clear glass, the condensation resistance factor (CRF) shall not be less than (CRFf 59) frame and (CRFg 57) glass

J. Forced Entry Resistance: All windows shall conform to ASTM F588, Grade 10.

K. Sound Performance: When tested in accordance with ASTM E 90, the STC shall not be less than (34) and OITC not less than (28) based on 1" (25.4 mm) IG with 1/2" (12.7 mm) air space.

L. Thermal Barrier Tests: Testing shall be in general accordance with AAMA 505 Dry Shrinkage and Composite Thermal Cycling test procedure, AAMA TIR-A8, Structural Performance of Composite Thermal Barrier systems.

M. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; 2015.

1.4 SUBMITTALS

A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of aluminum window indicated.

B. Shop Drawings: Include plans, elevations, sections, details, hardware, attachments to other work, operational clearances and installation details.

C. Product Schedule: For aluminum windows. Use same designations indicated on Drawings.

D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency for each type, class, grade, and size of aluminum window. Test results based on use of downsized test units will not be accepted.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: An installer which has had successful experiences with installation of the same or similar units required for this project and other projects of similar size and scope.

B. Manufacturer Qualifications: A manufacturer capable of fabricating aluminum windows that meet or exceed performance requirements indicated and of documenting this performance by inclusion of test reports, and calculations.

C. Source Limitations: Obtain aluminum windows through one source from a single manufacturer.

D. Product Options: Drawings indicate size, profiles, and dimensional requirements of aluminum windows and are based on the specific system indicated. Do not modify size and dimensional requirements. 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with

Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review.

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1.6 DELIVERY, STORAGE, AND HANDLING

A. Comply with requirements of AAMA CW-10.

B. Protect finished surfaces with wrapping paper or strippable coating during installation. Do not use adhesive papers or sprayed coatings that bond to substrate when exposed to sunlight or weather.

1.7 FIELD CONDITIONS

A. Do not install sealants when ambient temperature is less than 40 degrees F.

B. Maintain this minimum temperature during and 24 hours after installation of sealants.

1.8 WARRANTY

A. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty. 1. Warranty Period: Two (2) years from Date of Substantial Completion of the project.

PART 2 PRODUCTS

2.1 BASIS OF DESIGN - AW PERFORMANCE CLASS WINDOWS

A. Basis-of-Design Product: 1. Kawneer Company Inc. 2. Series 8225TL Thermal Windows - Fixed 3. 2-1/4" (57.2 mm) frame depth, with 0.125" (3.2 mm) wall thickness 4. AW-PG100-FW

B. Grade: AAMA/WDMA/CSA 101/1.S.2/A440 having Performance Class of AW, and Performance Grade Meet TDI (Texas Department of Insurance) current Inland I wind speeds.

C. Other Manufacturers: Provide either the product identified as "Basis of Design" or an equivalent product of one of the manufacturers listed below: 1. EFCO, a Pella Company www.efcocorp.com/sle. 2. Wausau Window and Wall Systems: www.wausauwindow.com. 3. YKK AP America Inc: www.ykkap.com. 4. Vistawall Architectural Products .

2.2 WINDOWS

A. Framing Members, General: Fabricate components that, when assembled, have the following characteristics: 1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fit joints; make joints flush, hairline and weatherproof. 3. Means to drain water passing joints, condensation within framing members, and moisture

migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing to maintain

required glazing edge clearances. 6. Provisions for field replacement of glazing.

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7. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible.

B. Window Frame Joinery: Screw-Spline, Factory sealed frame and vent corner Joints

C. Fabricate aluminum windows in sizes indicated. Include a complete system for assembling components and anchoring windows.

D. Fabricate aluminum windows that are re-glazable without dismantling sash or framing.

E. Mullions: Provide mullions and cover plates as shown, matching window units, complete with anchors for support to structure and installation of window units. Allow for erection tolerances and provide for movement of window units due to thermal expansion and building deflections, as indicated. Provide mullions and cover plates capable of withstanding design loads of window units.

F. Sub frames: Provide sub frames with anchors for window units as shown, of profile and dimensions indicated but not less than 0.093" (2.4 mm) thick extruded aluminum. Miter or cope corners, and join with concealed mechanical joint fasteners. Finish to match window units. Provide sub frames capable of withstanding design loads of window units.

G. Sill Pans: Provide sill pans with integrated end dams. Allow for erection tolerances and provide for movement of window units due to thermal expansion and building deflections, as indicated. Provide pans capable of withstanding design loads of window units. Pans must drain water to exterior of wall assembly.

H. Factory-Glazed Fabrication: Glaze aluminum windows in the factory where practical and possible for applications indicated. Comply with requirements in Division 08 Section "Glazing" and with AAMNWDMA/CSA 101/I.S.2/A440 (NAFS).

I. Glazing Stops: Provide snap-on glazing stops coordinated with Division 08 Section "Glazing" and glazing system indicated. Provide glazing stops to match frame.

2.3 MATERIALS

A. Aluminum Extrusions: Alloy and temper recommended by aluminum window manufacturer for strength, corrosion resistance, and application of required finish and not less than 0.090" (2.3 mm) wall thickness at any location for the main frame and sash members.

B. Thermal Barrier: The thermal barrier shall be Kawneer lsoLock™ with a nominal 3/8" (9.5 mm) separation consisting of a two-part, chemically curing high density polyurethane which is mechanically and adhesively bonded to the aluminum.

C. Fasteners: Aluminum, nonmagnetic stainless steel or other materials to be non-corrosive and compatible with aluminum window members, trim, hardware, anchors, and other components.

D. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength to withstand design pressure indicated.

E. Reinforcing Members: Aluminum, nonmagnetic stainless steel, or nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc-coated steel or iron

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complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength to withstand design pressure indicated.

F. Sealant: For sealants required within fabricated windows, provide window manufacturer's standard, permanently elastic, non-shrinking, and non-migrating type recommended by sealant manufacturer for joint size and movement.

G. Glazing 1. Glass and Glazing Materials: Refer to Division 08 Section "Glazing" for glass units and

glazing requirements applicable to glazed aluminum window units. 2. Glazing System: Glazing method shall be a wet/dry type in accordance with manufacturer's

standards. Exterior glazing shall be silicone back bedding sealant. Interior glazing shall be snap-in type glazing beads with an interior gasket in accordance with AAMA 702 or ASTM C864.

2.4 FINISHES

A. Superior Performing Organic Coatings: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system. 1. Polyvinylidene fluoride (PVDF) multi-coat thermoplastic fluoropolymer coating system,

including minimum 70 percent PVDF color topcoat and minimum total dry film thickness of 0.9 mil; color and gloss as selected by the Architect from the full line of colors.

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate and operational clearances. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure a coordinated, weather tight window installation.

3.2 INSTALLATION

A. Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing windows, hardware, accessories, and other components.

B. Install aluminum framed window system level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction.

C. Set sill members in bed of sealant or with gaskets, as indicated, for weather tight construction.

D. Install aluminum framed window system and components to drain condensation, water penetrating joints, and moisture migrating within system to the exterior.

E. Separate aluminum from dissimilar materials to prevent corrosion or electrolytic action at points of contact

F. Install glass and infill panels in accordance with requirements specified in Section 08 80 00.

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3.3 TOLERANCES

A. Maximum Variation from Level or Plumb: 1/16 inches every 3 ft non-cumulative or 1/8 inches per 10 ft, whichever is less.

3.4 ADJUSTING

A. Clean aluminum surfaces immediately after installing windows. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances.

B. Clean glass immediately after installing windows. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces.

C. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period.

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PART 1 - GENERAL

1.1 RELATED DOCUMENTS

SECTION 08 71 00

087100 - DOOR HARDWARE

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 RELATED REQUIREMENTS

A. Related Documents: Drawings and general provisions of the Contract including TPWD Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section.

1.3 SUMMARY

A. This Section includes commercial door hardware for the following: 1. Swinging doors. 2. Other doors to the extent indicated.

B. Door hardware includes, but is not necessarily limited to, the following: 1. Mechanical door hardware. 2. Cylinders specified for doors in other sections.

C. Related Sections: 1. Division 08 Section "Door Hardware Schedule". 2. Division 08 Section "Fiberglass Doors and Frames" and "Fiberglass Doors and Frames

Hurricane Rated".

D. Codes and References: Comply with the version year adopted by the Authority Having Jurisdiction. 1. ANSI A 117 .1 - Accessible and Usable Buildings and Facilities. 2. ICC/IBC - International Building Code. 3. NFPA 70 - National Electrical Code. 4. NFPA 80 - Fire Doors and Windows. 5. NFPA 101 - Life Safety Code. 6. NFPA 105 - Installation of Smoke Door Assemblies. 7. State Building Codes, Local Amendments.

E. Standards: All hardware specified herein shall comply with the following industry standards: 1. ANSI/BHMA Certified Product Standards - A 156 Series 2. UL 10C - Positive Pressure Fire Tests of Door Assemblies

1.4 SUBMITTALS

A. Product Data: Manufacturer's product data sheets including installation details, material descriptions, dimensions of individual components and profiles, operational descriptions and finishes.

B. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door

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Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Format: Comply with scheduling sequence and vertical format in DH l's "Sequence and

Format for the Hardware Schedule." 2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating

complete designations of every item required for each door or opening. Organize door hardware sets in same order as in the Door Hardware Sets at the end of Part 3. Submittals that do not follow the same format and order as the Door Hardware Sets will be rejected and subject to resubmission.

3. Content: Include the following information: a. Type, style, function, size, label, hand, and finish of each door hardware item. b. Manufacturer of each item. c. Fastenings and other pertinent information. d. Location of door hardware set, cross-referenced to Drawings, both on floor plans and in

door and frame schedule. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. g. Door and frame sizes and materials. h. Warranty information for each product.

4. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date, particularly where approval of the Door Hardware Schedule must precede fabrication of other work that is critical in the Project construction schedule. Include Product Data, Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the Door Hardware Schedule.

C. Keying Schedule: After a keying meeting with the owner has taken place prepare a separate keying schedule detailing final instructions. Submit the keying schedule in electronic format. Include keying system explanation, door numbers, key set symbols, hardware set numbers and special instructions. Owner must approve submitted keying schedule prior to the ordering of permanent cylinders/cores.

D. Informational Submittals: 1. Product Test Reports: Indicating compliance with cycle testing requirements, based on

evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified independent testing agency.

E. Operating and Maintenance Manuals: Provide manufacturers operating and maintenance manuals for each item comprising the complete door hardware installation in quantity as required in the Uniform General Conditions and Supplementary General Conditions.

1.5 QUALITY ASSURANCE

A. Manufacturers Qualifications: Engage qualified manufacturers with a minimum 5 years of documented experience in producing hardware and equipment similar to that indicated for this Project and that have a proven record of successful in-service performance.

B. Installer Qualifications: A minimum 3 years documented experience installing both standard and electrified door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

C. Door Hardware Supplier Qualifications: Experienced commercial door hardware distributors with a minimum 5 years documented experience supplying both mechanical and electromechanical hardware installations comparable in material, design, and extent to that indicated for this Project. Supplier recognized as a factory direct distributor by the manufacturers of the primary materials

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with a warehousing facility in Project's vicinity. Supplier to have on staff a certified Architectural Hardware Consultant (AHC) available during the course of the Work to consult with Contractor, Architect, and Owner concerning both standard and electromechanical door hardware and keying.

D. Source Limitations: Obtain each type and variety of door hardware specified in this section from a single source unless otherwise indicated. 1. Electrified modifications or enhancements made to a source manufacturer's product line by a

secondary or third party source will not be accepted.

E. Each unit to bear third party permanent label demonstrating compliance with the referenced standards.

F. Keying Conference: Conduct conference to comply with requirements in Division 01 Section "Project Meetings." Keying conference to incorporate the following criteria into the final keying schedule document: 1. Function of building, purpose of each area and degree of security required. 2. Plans for existing and future key system expansion. 3. Requirements for key control storage and software. 4. Installation of permanent keys, cylinder cores and software. 5. Address and requirements for delivery of keys.

G. Pre-Submittal Conference: Conduct coordination conference with attendance by representatives of Supplier(s), lnstaller(s), and Contractor(s) to review proper methods and the procedures for receiving, handling, and installing door hardware. 1. Prior to installation of door hardware, conduct a project specific training meeting to instruct

the installing contractors' personnel on the proper installation and adjustment of their respective products. Product training to be attended by installers of door hardware (including electromechanical hardware) for aluminum, hollow metal and wood doors. Training will include the use of installation manuals, hardware schedules, templates and physical product samples as required.

2. Inspect and discuss electrical roughing-in, power supply connections, and other preparatory work performed by other trades.

3. Review sequence of operation narratives for each unique access controlled opening. 4. Review and finalize construction schedule and verify availability of materials. 5. Review the required inspecting, testing, commissioning, and demonstration procedures

H. At completion of installation, provide written documentation that components were applied to manufacturer's instructions and recommendations and according to approved schedule.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware delivered to Project site. Do not store electronic access control hardware, software or accessories at Project site without prior authorization.

B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package.

C. Deliver, as applicable, permanent keys, cylinders, cores, access control credentials, software and related accessories directly to Owner via registered mail or overnight package service. Instructions for delivery to the Owner shall be established at the "Keying Conference".

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1.7 COORDINATION

A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements.

B. Door and Frame Preparation: Doors and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional in-field modifications.

1.8 WARRANTY

A. General Warranty: Reference Division 01, General Requirements. Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents.

B. Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace components of standard and electrified door hardware that fails in materials or workmanship within specified warranty period after final acceptance by the Owner. Failures include, but are not limited to, the following: 1. Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of the hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 4. Electrical component defects and failures within the systems operation.

C. Standard Warranty Period: One year from date of Substantial Completion, unless otherwise indicated.

D. Special Warranty Periods: 1. Ten years for mortise locks and latches. 2. Seven years for heavy duty cylindrical (bored) locks and latches. 3. Twenty five years for manual surface door closer bodies.

1.9 MAINTENANCE SERVICE

A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware.

PART 2 - PRODUCTS

2.1 SCHEDULED DOOR HARDWARE

A. General: Provide door hardware for each door to comply with requirements in Door Hardware Sets and each referenced section that products are to be supplied under.

B. Designations: Requirements for quantity, item, size, finish or color, grade, function, and other distinctive qualities of each type of door hardware are indicated in the Door Hardware Sets at the end of Part 3. Products are identified by using door hardware designations, as follows:

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C. Named Manufacturer's Products: Product designation and manufacturer are listed for each door hardware type required for the purpose of establishing requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule.

2.2 HANGING DEVICES

A. Hinges: ANSI/BHMA A 156.1 certified butt hinges with number of hinge knuckles as specified in the Door Hardware Sets. 1. Quantity: Provide the following hinge quantity, unless otherwise indicated:

a. Two Hinges: For doors with heights up to 60 inches. b. Three Hinges: For doors with heights 61 to 90 inches. c. Four Hinges: For doors with heights 91 to 120 inches. d. For doors with heights more than 120 inches, provide 4 hinges, plus 1 hinge for every

30 inches of door height greater than 120 inches. 2. Hinge Size: Provide the following, unless otherwise indicated, with hinge widths sized for

door thickness and clearances required: a. Widths up to 3'0": 4-1/2" standard or heavy weight as specified. b. Sizes from 3'1" to 4'0": 5" standard or heavy weight as specified.

3. Hinge Weight and Base Material: Unless otherwise indicated, provide the following: a. Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil impregnated bearing

hinges unless Hardware Sets indicate standard weight. b. Interior Doors: Standard weight, steel, ball bearing or oil impregnated bearing hinges

unless Hardware Sets indicate heavy weight. 4. Hinge Options: Comply with the following where indicated in the Hardware Sets or on

Drawings: a. Non-removable Pins: Provide set screw in hinge barrel that, when tightened into a

groove in hinge pin, prevents removal of pin while door is closed; for the all out-swinging lockable doors.

5. Acceptable Manufacturers: a. Hager Companies (HA). b. McKinney Products (MK).

2.3 DOOR OPERATING TRIM

A. Flush Bolts and Surface Bolts: ANSI/BHMA A 156.3 and A 156.16, Grade 1, certified. 1. Flush bolts to be furnished with top rod of sufficient length to allow bolt retraction device

location approximately six feet from the floor. 2. Furnish dust proof strikes for bottom bolts. 3. Surface bolts to be minimum 8" in length and U.L. listed for labeled fire doors and U.L. listed

for windstorm components where applicable. 4. Provide related accessories (mounting brackets, strikes, coordinators, etc.) as required for

appropriate installation and operation. 5. Acceptable Manufacturers:

a. Hager Companies (HA). b. Rockwood Manufacturing (RO). c. Trimco (TC).

2.4 CYLINDERS AND KEYING

A. General: Cylinder manufacturer to have minimum (10) years experience designing secured master key systems and have on record a published security keying system policy.

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B. Source Limitations: Obtain each type of keyed cylinder and keys from the same source manufacturer as locksets and exit devices, unless otherwise indicated.

C. Cylinders: Original manufacturer cylinders complying with the following: 1. Mortise Type: Threaded cylinders with rings and cams to suit hardware application. 2. Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and raised trim

ring. 3. Bored-Lock Type: Cylinders with tailpieces to suit locks. 4. Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face to be flush

and be free spinning with matching finishes. 5. Keyway: Manufacturer's Standard.

D. Keying System: Each type of lock and cylinders to be factory keyed. 1. Conduct specified "Keying Conference" to define and document keying system instructions

and requirements. 2. Furnish factory cut, nickel-silver large bow permanently inscribed with a visual key control

number as directed by Owner. 3. New System: Key locks to a new key system as directed by the Owner.

E. Key Quantity: Provide the following minimum number of keys: 1. Change Keys per Cylinder: Two (2) 2. Master Keys (per Master Key Level/Group): Five (5). 3. Construction Keys (where required): Ten (10).

F. Construction Keying: Provide construction master keyed cylinders.

G. Key Registration List (Bitting List): 1. Provide keying transcript list to Owner's representative in the proper format for importing into

key control software. 2. Provide transcript list in writing or electronic file as directed by the Owner.

H. Key Control Cabinet: Provide a key control system including envelopes, labels, and tags with self-locking key clips, receipt forms, 3-way visible card index, temporary markers, permanent markers, and standard metal cabinet. Key control cabinet shall have expansion capacity of 150% of the number of locks required for the project. 1. Acceptable Manufacturers:

a. Lund Equipment (LU). b. MMF Industries (MM). C. Telkee (TK).

2.5 MECHANICAL LOCKS AND LATCHING DEVICES

A. Mortise Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A 156.13, Series 1000, Operational Grade 1 certified. Locksets are to be manufactured with a corrosion resistant steel case and be field-reversible for handing without disassembly of the lock body. 1. CPC - Clear Powder coat over the product finish. 2. Acceptable Manufacturers:

a. Corbin Russwin Hardware (RU) - ML2000 Series. b. Sargent Manufacturing (SA) - 8200 Series. 6. Yale Locks and Hardware (YA) - 8800FL Series.

B. Cylindrical Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A 156.2, Series 4000, Grade 1 certified.

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1. Furnish with solid cast levers, standard 2 3/4" backset, and 1/2" (3/4" at rated paired openings) throw brass or stainless steel latchbolt.

2. Locks are to be non-handed and fully field reversible. 3. Extended cycle test: Locks to have been cycle tested in ordinance with ANSI/BHMA 156.2

requirements to 2 million cycles. 4. CPC - Clear Powder coat over the product finish. 5. Acceptable Manufacturers:

a. Corbin Russwin Hardware (RU) - CL3300 Series. b. Sargent Manufacturing (SA) - 10 Line.

2.6 AUXILIARY LOCKS

A. Cylindrical Deadlocks: ANSI/BHMA A 156.36, Grade 1, cylindrical type deadlocks to fit standard ANSI 161 preparation and 1 3/8" to 1 3/4" thickness doors. Provide tapered collars to resist vandalism and 1" throw solid steel bolt with hardened steel roller pins. Deadlocks to be products of the same source manufacturer and keyway as other locksets. 1. CPC - Clear Powder coat over the product finish. 2. Acceptable Manufacturers:

a. Sargent Manufacturing (SA) - 480 Series.

B. Push-Pull Latches, Paddle Type, Mortise: ANSI/BHMA A 156.13, Series 1000, Operational and Security Grade 1 mortise type push-pull locks and latches with ligature-resistant paddle trim capable of being mounted in vertical (up or down) and horizontal (sideways) positions. Locksets to be manufactured with a corrosion resistant, formed steel case and be non-handed, field-reversible for re-handing without disassembly of the lock body. Paddles and covers are manufactured from cast stainless steel or brass material. Provide optional lead-lining (lock body) and Torx® fasteners as specified in Hardware Sets. 1. CPC - Clear Powder coat over the product finish. 2. Acceptable Manufacturers:

a. Corbin Russwin Hardware (RU) - ML2000 HPSK Series. b. Sargent Manufacturing (SA) - 8200 ALP Series.

2.7 LOCK AND LATCH STRIKES

A. Strikes: Provide manufacturer's standard strike with strike box for each latch or lock bolt, with curved lip extended to protect frame, finished to match door hardware set, unless otherwise indicated, and as follows: 1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by

manufacturer. 2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim. 3. Aluminum-Frame Strike Box: Provide manufacturer's special strike box fabricated for

aluminum framing. 4. Double-lipped strikes: For locks at double acting doors. Furnish with retractable stop for

rescue hardware applications.

B. Standards: Comply with the following: 1. Strikes for Mortise Locks and Latches: BHMA A 156.13. 2. Strikes for Bored Locks and Latches: BHMA A 156.2. 3. Strikes for Auxiliary Deadlocks: BHMA A 156.36. 4. Dustproof Strikes: BHMA A 156.16.

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2.8 DOOR CLOSERS

A. All door closers specified herein shall meet or exceed the following criteria: 1. General: Door closers to be from one manufacturer, matching in design and style, with the

same type door preparations and templates regardless of application or spring size. Closers to be non-handed with full sized covers including installation and adjusting information on inside of cover.

2. Standards: Closers to comply with UL-1 QC for Positive Pressure Fire Test and be U.L. listed for use of fire rated doors.

3. Cycle Testing: Provide closers which have surpassed 15 million cycles in a test witnessed and verified by UL.

4. Size of Units: Comply with manufacturer's written recommendations for sizing of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Where closers are indicated for doors required to be accessible to the physically handicapped, provide units complying with ANSI ICC/A 117.1.

5. Closer Arms: Provide heavy duty, forged steel closer arms unless otherwise indicated in Hardware Sets.

6. Closers shall not be installed on exterior or corridor side of doors; where possible install closers on door for optimum aesthetics.

7. Closer Accessories: Provide door closer accessories including custom templates, special mounting brackets, spacers and drop plates as required for proper installation. Provide through-bolt and security type fasteners as specified in the hardware sets.

8. Hurricane and Tornado Resistance Compliance: Door closers to be U.L. listed for windstorm assemblies where applicable. Provide the appropriate hurricane or tornado resistant products that have been independent third party tested, certified, and labeled to meet state and local windstorm building codes applicable to project.

B. Door Closers, Surface Mounted (Heavy Duty): ANSI/BHMA A156.4, Grade 1 surface mounted, heavy duty door closers with complete spring power adjustment, sizes 1 thru 6; and fully operational adjustable according to door size, frequency of use, and opening force. Closers to be rack and pinion type, one piece cast iron or aluminum alloy body construction, with adjustable backcheck and separate non-critical valves for closing sweep and latch speed control. Provide non-handed units standard. 1. SRI - Special Rust Inhibitor under the product finish. 2. Acceptable Manufacturers:

a. Sargent Manufacturing (SA) - 351 Series. b. Norton Door Controls (NO) - 7500 Series. c. Yale Locks and Hardware (YA) - 4400 Series.

2.9 DOOR STOPS AND HOLDERS

A. General: Door stops and holders to be of type and design as specified below or in the Hardware Sets.

B. Door Stops and Bumpers: ANSI/BHMA A 156.16, Grade 1 certified door stops and wall bumpers. Provide wall bumpers, either convex or concave types with anchorage as indicated, unless floor or other types of door stops are specified in Hardware Sets. Do not mount floor stops where they will impede traffic. Where floor or wall bumpers are not appropriate, provide overhead type stops and holders. 1. Acceptable Manufacturers:

a. Hager Companies (HA). b. Rockwood Manufacturing (RO). c. Trimco (TC).

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2.10 ARCHITECTURAL SEALS

A. General: Thresholds, weatherstripping, and gasket seals to be of type and design as specified below or in the Hardware Sets. Provide continuous weatherstrip gasketing on exterior doors and provide smoke, light, or sound gasketing on interior doors where indicated. At exterior applications provide non-corrosive fasteners and elsewhere where indicated.

B. Smoke Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for smoke control ratings indicated, based on testing according to UL 1784. 1. Provide smoke labeled perimeter gasketing at all smoke labeled openings.

C. Fire Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to UL-10C. 1. Provide intumescent seals as indicated to meet UL 1 OC Standard for Positive Pressure Fire

Tests of Door Assemblies, and NPFA 252, Standard Methods of Fire Tests of Door Assemblies.

D. Sound-Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting agency, for sound ratings indicated.

E. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily replaceable and readily available from stocks maintained by manufacturer.

F. Acceptable Manufacturers: 1. National Guard Products (NG). 2. Pemko Manufacturing (PE).

2.11 FABRICATION

A. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to manufacturers recognized installation standards for application intended.

2.12 FINISHES

A. Standard: Designations used in the Hardware Sets and elsewhere indicate hardware finishes complying with ANSI/BHMA A 156.18, including coordination with traditional U.S. finishes indicated by certain manufacturers for their products.

B. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware

C. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

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PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine scheduled openings, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance.

B. Notify architect of any discrepancies or conflicts between the door schedule, door types, drawings and scheduled hardware. Proceed only after such discrepancies or conflicts have been resolved in writing.

3.2 PREPARATION

A. Hollow Metal Doors and Frames: Comply with ANSI/DH I A115 series.

B. Wood Doors: Comply with ANSI/OHi A 115-W series.

3.3 INSTALLATION

A. Install each item of mechanical and electromechanical hardware and access control equipment to comply with manufacturer's written instructions and according to specifications. 1. Installers are to be trained and certified by the manufacturer on the proper installation and

adjustment of fire, life safety, and security products including: hanging devices; locking devices; closing devices; and seals.

B. Mounting Heights: Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations: 1. Standard Steel Doors and Frames: DHl's "Recommended Locations for Architectural

Hardware for Standard Steel Doors and Frames." 2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood

Flush Doors." 3. Where indicated to comply with accessibility requirements, comply with ANSI A 117.1

"Accessibility Guidelines for Buildings and Facilities." 4. Provide blocking in drywall partitions where wall stops or other wall mounted hardware is

located.

C. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants."

D. Storage: Provide a secure lock up for hardware delivered to the project but not yet installed. Control the handling and installation of hardware items so that the completion of the work will not be delayed by hardware losses before and after installation.

3.4 FIELD QUALITY CONTROL

A. Field Inspection: Supplier will perform a final inspection of installed door hardware and state in report whether work complies with or deviates from requirements, including whether door hardware is properly installed, operating and adjusted.

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3.5 ADJUSTING

A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.

3.6 CLEANING AND PROTECTION

A. Protect all hardware stored on construction site in a covered and dry place. Protect exposed hardware installed on doors during the construction phase. Install any and all hardware at the latest possible time frame.

B. Clean adjacent surfaces soiled by door hardware installation.

C. Clean operating items as necessary to restore proper finish. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of owner occupancy.

3. 7 DEMONSTRATION

3.8

3.9

A. Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical and electromechanical door hardware.

DOOR HARDWARE SETS

A. MK - McKinney

B. TC-Trimco

C. SA- Sargent

D. RO - Rockwood

E. PE - Pemko

HARDWARE SCHEDULE

3.10 SET: 1.00

A. Doors: 120A, 170A, 180

B. Description: Single - Exterior - TOI - Lock - Deadbolt - Closer w/Stop Arm 1. 3 Hinges 4 1/2 x 4 1/2 By ChemPruf US32D OT 2. 1 Office Lock CPC 28 1 OG05 LL US26D SA 3. 1 Deadbolt 475 US26D SA 4. 1 Closer SRI TB 351 CPS EN SA 5. 1 Kick Plate K1050 10" x 2" LOW 4BE CSK US32D RO 6. 1 Threshold 2005AT MSES25SS x Opening Width PE 7. 1 Gasketing 2891AS (head & jambs) PE

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8. 1 Rain Guard 346C x Frame Width PE 9. 1 Sweep 345ANB x Dr. Width PE 10. Notes: Notes: The specified hardware is the design intent of ChemPruf Doors for use on TOI

Inland 1. Verify and supply all products in compliance with the door manufacturer's assembly rating for TOI Inland 1 windstorm rating.

3.11 SET: 1.50

A. Doors: 160B, 190B

B. Description: Pair - Exterior - TOI - Lockset - Deadbolt - Closer w/Stop Arm 1. 6 Hinges 4 1/2 x 4 1/2 By ChemPruf US32D OT 2. 2 Flush Bolt 3917-12 626 TC 3. 1 Office Lock CPC 28 1 OG05 LL US26D SA 4. 1 Deadbolt 475 US26D SA 5. 2 Closer SRI TB 351 CPS EN SA 6. 2 Kick Plate K1050 10" x 1" LOW 4BE CSK US32D RO 7. 1 Threshold 2005AT MSES25SS x Opening Width PE 8. 1 Gasketing 2891AS (head & jambs) PE 9. 1 Rain Guard 346C x Frame Width PE 10. 2 Sweep 345ANB x Dr. Width PE 11. 1 Astragal By the door manufacturer OT 12. Notes: The specified hardware is the design intent of ChemPruf Doors for use on TOI Inland

1. Verify and supply all products in compliance with the door manufacturers assembly rating for TOI Inland 1 windstorm rating.

3.12 SET: 2.00

A. Doors: 170B

B. Description: OH Coiling Door 1. All Hardware

3.13 SET: 3.00

A. Doors: 190A

By the door manufacturer

B. Description: Single - Storeroom Lock - Closer 1. 3 Hinge TA2314 x NRP 4-1/2" x 4-1/2" 2. 1 Storeroom Lock CPC 8204 LNL 3. 1 Door Closer SRI TB 351 UO 4. 1 Kick Plate K1050 10" x 2" LOW 4BE CSK 5. 1 Door Stop 406 / 441 H (as req'd per app) 6. 3 Silencer 608 / 608CA

3.14 SET: 4.00

A. Doors: 120B

B. Description: Single - Hospital Lock - Closer - Seals 1. 3 Hinge TA2314 x NRP 4-1/2" x 4-1/2" 2. 1 Classroom Lock CPC 8237 ALP

US32D US32D EN US32D US32D

US32D US32D

OT

MK SA SA RO RO RO

MK SA

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3. 1 Door Closer SRI TB 351 UO EN SA 4. 1 Kick Plate K1050 10" x 1" LOW 4BE CSK US32D RO 5. 1 Door Stop 406 / 441H (as req'd per app) US32D RO 6. 1 Saddle Threshold 271A MSES25SS x Opening Width PE 7. 1 Gasketing 2891AS (head & jambs) PE 8. 1 Sweep 18061 CNB x Dr. Width PE

3.15 SET: 4.01

A. Doors: 140, 160A, 200

B. Description: Single - Hospital Lock - Closer 1. 3 Hinge TA2314 x NRP 4-1/2" x 4-1/2" US32D MK 2. 1 Classroom Lock CPC 8237 ALP US32D SA 3. 1 Door Closer SRI TB 351 UO EN SA 4. 1 Kick Plate K1050 10" x 1" LOW 4BE CSK US32D RO 5. 1 Door Stop 406 I 441 H ( as req'd per app) US32D RO 6. 3 Silencer 608 / 608CA RO

3.16 SET: 5.00

A. Doors: 150

B. Description: Single - Privacy Lock - Closer 1. 3 Hinge TA2314 x NRP 4-1/2" x 4-1/2" US32D MK 2. 1 Privacy Set 8265ALP US32D SA 3. 1 Door Closer SRI TB 351 UO EN SA 4. 1 Kick Plate K1050 10" x 2" LOW 4BE CSK US32D RO 5. 1 Door Stop 406 / 441 H (as req'd per app) US32D RO 6. 3 Silencer 608 / 608CA RO

3.17 SET: 6.00

A. Doors: 110

B. Description: Single - Exit Device - Closer 1. 3 Hinge TA2314 x NRP 4-1/2" x 4-1/2" US32D MK 2. 1 Exit Device CPC 12 8804 ETL 17 US32D SA 3. 1 Door Closer SRI TB 351 UO EN SA 4. 1 Kick Plate K1050 10" x 2" LOW 4BE CSK US32D RO 5. 1 Door Stop 406 I 441 H ( as req'd per app) US32D RO 6. 3 Silencer 608 / 608CA RO

END OF SECTION

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PART 1 GENERAL

1.1 SECTION INCLUDES

A. Glass.

SECTION 08 80 00

GLAZING

1. Single thickness, laminated and insulated units. 2. Annealed, heat-strengthened and laminated. 3. Clear, tinted and spandrel.

B. Glazing compounds and accessories.

C. Infill panels for window systems.

1.2 RELATED REQUIREMENTS

A. Related Documents: Drawings and general provisions of the Contract including TPWD Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section.

8. 07 92 00 - Joint Sealants

C. 08 51 13 -Aluminum Windows

1.3 REFERENCE STANDARDS

A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.

8. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test; 2010.

C. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 2005 (Reapproved 2011 ).

D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2011.

E. ASTM C1036 - Standard Specification for Flat Glass; 2011 e1.

F. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass; 2012.

G. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2011 a.

H. ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings; 2012a.

I. ASTM E2190 - Standard Specification for Insulating Glass Unit Performance and Evaluation; 2010.

J. GANA (GM) - GANA Glazing Manual; Glass Association of North America; 2009.

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K.

L.

1.4

A.

B.

C.

D.

1.5

A.

B.

1.6

A.

B.

GANA (SM) - GANA Sealant Manual; Glass Association of North America; 2008.

SIGMA TM-3000 - Glazing Guidelines for Sealed Insulating Glass Units; Sealed Insulating Glass Manufacturers Association; 2004.

SUBMITTALS

Product Data on Glass Types: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements.

Product Data on Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors.

Certificates: Certify that products meet or exceed specified requirements and that specified glass is used in the construction of the insulated units.

Manufacturer's Certificate: Certify that submitted glass meets or exceeds specified requirements and that insulated unit fabricator is approved user of the glass manufacturer's product.

FIELD CONDITIONS

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

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

WARRANTY

Sealed Insulating Glass Units: Provide a ten (10) year warranty to include coverage for seal failure, interpane dusting or misting, including replacement of failed units.

Laminated Glass: Provide a ten (10) year warranty to include coverage for delamination, including replacement of failed units.

PART 2 PRODUCTS

2.1 PERFORMANCE

A. General: Installed glazing systems shall withstand normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, or installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction.

B. Delegated Design: Engage a qualified professional engineer to design glazing.

C. Structural Performance: Glazing shall withstand the following design loads within limits and under conditions indicated determined according to TDI (Texas Department of Insurance) Inland I, IBC and ASTM E 1300. 1. Design Wind Pressures:

a. Exterior Storefront Systems: As indicated on Structural Drawings.

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2. Probability of Breakage for Sloped Glazing: For glass surfaces sloped more than 15 degrees from vertical, design glass for a probability of breakage not greater than 0.001.

3. "Differential Shading" Subparagraph below applies primarily to tinted glass because of its heat-absorbing property. ASTM E 1300 and the IBC do not address this concern.

4. Differential Shading: Design glass to resist thermal stresses induced by differential shading within individual glass lites.

D. Windborne-Debris-lmpact Resistance: Exterior glazing shall comply with enhanced-protection testing requirements in ASTM E 1996 for Wind Zone 3 when tested according to ASTM E 1886. Test specimens shall be no smaller in width and length than glazing indicated for use on Project and shall be installed in same manner as glazing indicated for use on Project. 1. Large-Missile Test: For glazing located within 30 feet (9.1 m) of grade. 2. Small-Missile Test: For glazing located more than 30 feet (9.1 m) above grade.

E. Safety Glazing: Where safety glazing is indicated, provide glazing that complies with 16 CFR 1201, Category II.

F. Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer's published test data, based on procedures indicated below: 1. For monolithic-glass lites, properties are based on units with lites 6 mm thick. 2. For laminated-glass lites, properties are based on products of construction indicated. 3. For insulating-glass units, properties are based on units of thickness indicated for overall unit

and for each lite. 4. U-Factors: Center-of-glazing values, according to NFRC 100 and based on LBL's WINDOW

5.2 computer program, expressed as Btu/sq. ft. x h x deg F (W/sq. m x K). 5. Solar Heat-Gain Coefficient and Visible Transmittance: Center-of-glazing values, according

to NFRC 200 and based on LBL's WINDOW 5.2 computer program. 6. Visible Reflectance: Center-of-glazing values, according to NFRC 300.

2.2 GLAZING TYPES

2.3 EXTERIOR GLAZING ASSEMBLIES

A. Structural Design Criteria: Select type and thickness to withstand dead loads and wind loads acting normal to plane of glass at design pressures calculated in accordance with applicable code. 1. Use the procedure specified in ASTM E1300 to determine glass type and thickness. 2. Thicknesses listed are minimum.

B. Air and Vapor Seals: Provide completed assemblies that maintain continuity of building enclosure vapor retarder and air barrier: 1. In conjunction with vapor retarder and joint sealer materials described in other sections. 2. To maintain a continuous air barrier and vapor retarder throughout the glazed assembly from

glass pane to heel bead of glazing sealant.

2.4 GLASS MATERIALS

A. Float Glass Manufacturers: 1. AGC Flat Glass North America, Inc: www.na.agc-flatglass.com. 2. Globe Amerada Glass: www.glassamerada.com. 3. Nippon Electric/Technical Glass Products: www.fireglass.com. 4. Pilkington North America Inc: www.pilkington.com/na. 5. PPG Industries, Inc: www.ppgideascapes.com.

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B. Clear Float Glass (Type G-CH): Clear, heat strengthened. 1. Comply with ASTM C 1036, Type I, transparent flat, Class 1 clear, Quality Q3 (glazing

select). 2. Comply with ASTM C 1048. 3. 6 mm minimum thick. 4. Low-E Coating on inner surface when used in insulated units.

C. Safety Glass (Type G-CL): Clear; fully tempered with horizontal tempering. 1. Laminated with 0.030 inch thick plastic interlayer; comply with ASTM C 1172 2. Comply with ASTM C 1036, Type I, transparent flat, Class 1 clear, Quality Q3 (glazing select)

and ASTM C 1048. 3. Comply with 16 CFR 1201 test requirements for Category II. 4. 6 mm minimum thick. (Must meet TOI Inland I wind requirements) 5. Low-E Coating on inner surface when used in insulated units. 6. When installed at fiberglass doors, glazing is to be provided and installed by the door

manufacturer. 7. Provide this type of glazing in the interior locations noted in drawings, noted below, or as

required by code. a. Glazed lites in doors except rated doors.

D. Tinted Glass (Type G-TH): Float type, heat strengthened, see insulated units for color. 1. Comply with ASTM C 1036, Type I, transparent flat, Class 2, Quality Q3 (glazing select). 2. Comply with ASTM C 1048. 3. 6 mm minimum thick.

2.5 SEALED INSULATING GLASS UNITS

A. Manufacturers/Fabricators: 1. Any of the manufacturers specified for float glass. 2. Arch Aluminum & Glass: www.archaluminum.net. 3. Guardian Industries Corp: www.guardian.com. 4. Oldcastle Glass: www.oldcastleglass.com. 5. Viracon, Apogee Enterprises, Inc: www.viracon.com.

B. Sealed Insulating Glass Units: Types as indicated. 1. Durability: Certified by an independent testing agency to comply with ASTM E2190. 2. Edge Spacers: Aluminum, bent and soldered corners. 3. Edge Seal: Glass to elastomer with supplementary silicone sealant. 4. Purge interpane space with dry hermetic air.

C. Insulated Glass Units (Type H-TH): Double pane with glass to elastomer edge seal. 1. Outer pane of G-TH glass, inner pane of G-CH glass. 2. Place low E coating on No. 3 surface within the unit. 3. Durability: Certified by an independent testing agency to comply with ASTM E 2190. 4. Purge interpane space with dry hermetic air. 5. Total unit thickness of 1 inch. 6. Solar heat gain coefficient: 0.25 maximum. 7. U-Value: 0.50 maximum. 8. Color and Asethetics: tint to as selected by the Architect. 9. Provide this type of glazing in the exterior except where otherwise noted or disallowed by

code.

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2.6 GLAZING COMPOUNDS

2.7

A. Manufacturers:

B.

C.

A.

B.

C.

1. Momentive Performance Materials, Inc (formerly GE Silicones): www.momentive.com. 2. Pecora Corporation: www.pecora.com. 3. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.

Butyl Sealant: Single component; ASTM C 920, Grade NS, Class 12-1/2, Uses Mand A; Shore A hardness of 10 to 20; black color; non-skinning.

Refer to Section 07 92 00 - Joint Sealants for frame to substrate joint treatment.

GLAZING ACCESSORIES

Compatability: Provide materials with proven record of compatability with surfaces contacted in installation.

Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer.

Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness, ASTM C864 Option I. 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.

D. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness, ASTM C 864 Option I. Minimum 3 inch long x one half the height of the glazing stop x thickness to suit application, self adhesive on one face.

E. Glazing Tape: Preformed butyl compound with integral resilient tube spacing device; 10 to 15 Shore A durometer hardness; coiled on release paper; 1/4 x 1 inch size; black color. 1. Manufacturers:

a. Pecora Corporation: www.pecora.com. b. Tremco Global Sealants: www.tremcosealants.com. c. Substitutions: See Uniform General Conditions and Supplementary General Conditions.

F. Glazing Tape at Fire-Rated Lites: As recommended by manufacturer of fire-rated glazing to meet teesting and assembly requirements for fire rating.

G. Glazing Gaskets/Splines: Resilient polyvinyl chloride extruded shape to suit glazing channel retaining slot; ASTM C864 Option I; match storefront color.

H. Glazing Clips: Manufacturer's standard type.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that openings for glazing are correctly sized and within tolerance.

B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and ready to receive glazing.

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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.

D. Install sealants in accordance with ASTM C1193 and GANA Sealant Manual.

E. Install sealant in accordance with manufacturer's instructions.

3.3 INSTALLATION - GENERAL

A. Comply with combined recommendations of manuafacturer's of glass, sealants, gaskets and other glazing materials except where more stringent requirements are indicated, including those in referenced glazing publications.

B. Protect glass from damage during handling and installation. 1. Use rolling blocks to rotate units. 2. Do not impact glass with metal frames. 3. Use suction cups to shift units within openings. 4. Do not exceed edge pressures stipulated by glass manufacturers.

C. Do not install damaged glass; remove and dispose of properly. Damaged glass includes phusical damage or any imperfections which either weaken or mar the appearance of the glass.

D. Install elastomeric setting blocks in sill rabbets, sized and located to comply with referenced glazing standards unless otherwise required by manufacturer. Set blocks in thin course of compatible selant suitable for heel bead.

E. Provide edge blocking to comply with requirements of the referenced glazing publications unless otherwise required by glass manufacturer.

F. Set glass lites in series with uniform pattern, draw, bow and similar characteristics.

G. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on opposite side, provide adequate anchorage so gasket can not walk out when installation is subjected to movement.

3.4 INSTALLATION - EXTERIOR/INTERIOR DRY METHOD (GASKET GLAZING)

A. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.

B. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to attain full contact.

C. Install removable stops without displacing glazing gasket; exert pressure for full continuous contact.

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3.5 INSTALLATION - EXTERIOR DRY METHOD (TAPE AND GASKET SPLINE GLAZING)

3.6

A. Cut glazing tape to length; install on glazing pane. Seal corners by butting tape and sealing junctions with butyl sealant.

B. Place setting blocks at 1 /4 points with edge block no more than 6 inches from corners.

C. Rest glazing on setting blocks and push against fixed stop with sufficient pressure to attain full contact.

D. Install removable stops without displacing glazing spline. Exert pressure for full continuous contact.

E. Trim protruding tape edge.

A.

B.

C.

D.

E.

INSTALLATION - INTERIOR DRY METHOD (TAPE AND TAPE)

Cut glazing tape to length and set against permanent stops, projecting 1 /16 inch ( 1.6 mm) above sight line.

Place setting blocks at 1 /4 points with edge block no more than 6 inches from corners.

Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit.

Place glazing tape on free perimeter of glazing in same manner described above.

Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact.

F. Knife trim protruding tape.

3.7 MANUFACTURER'S FIELD SERVICES

A. Glass and Glazing product manufacturers to provide field surveillance of the installation of their products.

B. Monitor and report installation procedures and unacceptable conditions.

3.8 CLEANING

A. Remove glazing materials from finish surfaces.

B. Remove labels after Work is complete.

C. Clean glass and adjacent surfaces.

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3.9 PROTECTION

A. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark heat absorbing or reflective glass units.

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PART 1 GENERAL

1.1 SECTION INCLUDES

SECTION 08 91 00

LOUVERS

A. Furnish and install louvers, bird screens, blank-off panels, structural supports and attachment brackets as shown on the drawings, as specified, and as needed for a complete and proper installation.

B. The louvers to be furnished include the following: 1. Dade County approved louvers.

1.2 RELATED REQUIREMENTS

A. Related Documents: Drawings and general provisions of the Contract including TPWD Uniform General Conditions and Section 01000- "Special Conditions" apply to this Section.

B. Section 07 62 00 - Sheet Metal Flashing and Trim.

C. Section 07 92 00 - Joint Sealants: Sealing joints between frames and adjacent construction.

1.3 REFERENCE STANDARDS

A. Air Movement and Control Association International, Inc. 1. AMCA Standard 500-L-99 Laboratory Methods of Testing Louvers for Rating 2. AMCA Publication 501 Application Manual for Louvers

B. The Aluminum Association Incorporated 1. Aluminum Standards and Data 2. Specifications and Guidelines for Aluminum Structures

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

D. American Society for Testing and Materials 1. ASTM 8209 2. ASTM 8211 3. ASTM 8221 4. ASTM E90-90

E. Architectural Aluminum Manufacturers Association 1. AAMA 800 Voluntary Specifications and Test Methods for Sealants 2. AAMA 605.2 Voluntary Specification for High Performance Organic Coatings on Aluminum

Extrusions and Panels. 3. AAMA TIR Metal Curtain Wall Fasteners 4. AAMA 2605-98 Superior Performing Organic Coatings on Aluminum Extrusions and Panels

F. Canadian Standards Association 1. CAN3-S 157-M83 Strength Design in Aluminum

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2. S136 94 Cold Formed Steel Structural Members

G. Dade County Protocols 1. TAS-201-94 Impact Test Procedure. 2. TAS-202-94 Criteria for Testing Impact and Non-Impact Resistant Building Envelope

Components Using Uniform Static Air Pressure. 3. TAS-203-94 Criteria for Testing Products Subject to Cyclic Wind Pressure Loading.

1.4 SUBMITTALS

A. Product Data: Provide data describing design characteristics, maximum recommended air velocity, design free area, materials and finishes.

B. Shop Drawings: Indicate louver layout plan and elevations, opening and clearance dimensions, tolerances; head, jamb and sill details; blade configuration, screens, blankout areas required, and frames.

C. Test Reports: Independent agency reports showing compliance with specified performance criteria.

1.5 WARRANTY

A. Provide twenty year manufacturer warranty against distortion, metal degradation, and failure of connections. 1. Finish: Include coverage against degradation of exterior finish.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Louvers: 1. Airolite Company, LLC: www.airolite.com. 2. American Warming and Ventilating: www.awv.com. 3. Construction Specialties, Inc; Basis of Design: www.c-sgroup.com. 4. Industrial Louvers, Inc: www.industriallouvers.com.

2.2 LOUVERS

A. Louvers: Factory fabricated and assembled, complete with frame, mullions, and accessories; AMCA Certified in accordance with AMCA 511. 1. C/S 5" (127mm) Deep Dade County Approved Open Structure Protection Fixed Storm

Resistant Horizontal Louver Model DC5304 (BASIS OF DESIGN) a. Material: Heads, sills, jambs and mullions to be one-piece structural aluminum members

with integral caulking slot and retaining beads. Blades to be one-piece aluminum extrusions with front lip gutter and multiple secondary gutters designed to catch and direct water to sill. Louvers to be supplied with 4" (101.6mm) high by full depth sill flashings formed from minimum 0.050" (1.27mm) thick aluminum. Sill flashings to have welded side panels. Louvers and sill flashings to be installed in accordance with the manufacturer's recommended procedures to ensure complete water integrity performance of the louver system. Material minimum thickness to be as follows: Heads, sills, jambs and mullions: 0.081" (2.06mm). Fixed blades: 0.060" (1.52mm).

b. Structural Performance: Louvers shall have been tested in accordance with Dade County Protocols TAS-201, TAS-202 and TAS-203; and shall be Dade County Approved

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for open structure building envelope protection (including missile) for single unit sizes up to 12 feet wide by 7 feet high; and for allowable design wind loading up to 120 psf (multiple units may be used for larger openings).

c. AMCA Performance: A 4' x 4' unit shall conform to the following: 1) Free Area: 7.24 sq. ft. (0.67 sq. m) 2) Intake Pressure drop at 900 fpm (4.57 m/s) free area velocity: 0.328 in. H20 (81.7

Pa) 3) Exhaust pressure drop at 900 fpm free area velocity (4.57 m/s): 0.288 in. H20

(71.74 Pa) d. Wind Driven Rain Performance: The louver test was based on a 39.370"(1.00m) x

39.370" (1.00 m) core area. Unit tested at a rainfall rate of 3.0 inches per hour (75 mm/hr) and with a wind directed to the face of the louver at a velocity 29.1-mph (13 m/s). The test data shall show the water penetration effectiveness rating at each corresponding ventilation rate. 1) Core Ventilation Rate (m/s): 0.0, 0.5, 1.0, 1.5, 2.0, 2.5, 3.0, 3.5 2) Core Ventilation Rate (ft/min): 0, 101,195,294,394,470,581,680 3) Free Area Ventilation Rate (ft/min): 0, 195, 375, 566, 759, 905, 1119, 1310 4) Rating Effectiveness: A, A, A, A, B, B, C, D 5) Effectiveness Ratio@ 29 & 3 (%): 99.7, 99.5, 99.0, 98.3, 96.8, 92.6, 78.7 6) Effectiveness Rating: A= 1 to 0. 99, B= 0.989 to 0.95, C = 0.949 to 0.80, D = 0.80

to O 2. Screens

a. Unless otherwise indicated, all louvers to be furnished with mill finish bird or insect screens.

b. Screens to be 18 x 16 aluminum mesh 0.011" (0.279mm) diameter wire insect screens secured within 0.055" (1.40mm) thick extruded aluminum frames. Frames to have mitered corners and corner locks.

3. Blank-off panels to be 2" (50.8mm) thick and to be faced on both sides with 0.032" (0.81 mm) thick aluminum sheet. Panels to be fabricated with an expanded polystyrene (EPS) core having an R-value of 8 (OF*ft2*h/Btu). Panel perimeter frame to be 0.050" (1.27mm) thick-formed aluminum channels. Panel frame to be mitered at the corners. Panels to be finished to match louvers.Wind Load Resistance: Design to resist positive and negative wind load of 25 psf without damage or permanent deformation.

2.3 MATERIALS

A. Materials 1. Aluminum Extrusions: ASTM 8211, Alloy 6063-T5, 6063-T6 or 6061-T6. 2. Aluminum Sheet: ASTM 83209, Alloy 1100, 3003 or 5005.

B. Fabrication, General 1. Provide C/S louver models, bird screens, blank-off panels, structural supports and

accessories as specified and/or shown on the drawings. Materials, sizes, depths, arrangements and material thickness to be as indicated or as required for optimal performance with respect to strength; durability; and uniform appearance.

2. Louvers to be mechanically assembled using stainless steel or aluminum fasteners. 3. Include supports, anchorage, and accessories required for complete assembly.

2.4 FINISHES

A. A. General: Comply with NAAMM "Metal Finishes Manual" for finish designations and application recommendations, except as otherwise indicated. Apply finishes in factory. Protect finishes on exposed surfaces prior to shipment. Remove scratches and blemishes from exposed surfaces that will be visible after completing finishing process. Provide color as indicated or, if not

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otherwise indicated, as selected by architect.Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating not less than 0.7 mils thick.

B. Two Coat Fluorocarbon Coating 1. Louvers to be finished with a minimum 1.0 mil (0.025mm) thick full strength 70% resin, 2

coat Fluoropolymer system. 2. All aluminum shall be thoroughly cleaned, etched and given a chromated conversion

pre-treatment before application of the MICA II coating. The coating shall consist of a primer and a pearlescent pigmented PFV2 topcoat. It shall receive a bake cycle of 17 minutes at 4500F. All finishing procedures shall be one continuous operation in the plant of the manufacturer.

3. Manufacturer to furnish an extended 20 limited warranty for the Kynar/Hylar coating. This limited warranty shall begin on the date of material shipment.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that prepared openings and flashings are ready to receive this work and opening dimensions are as indicated on shop drawings.

3.2 INSTALLATION

A. Install louver assembly in accordance with manufacturer's instructions.

B. Coordinate with installation of flashings by others.

C. Install louvers level and plumb.

D. Set sill members and sill flashing in continuous bead of sealant.

E. Align louver assembly to ensure moisture shed from flashings and diversion of moisture to exterior.

F. Secure louver frames in openings with concealed fasteners.

3.3 CLEANING

A. Immediately clean exposed surfaces of the louvers to remove fingerprints and dirt accumulation during the installation process. Do not let soiling remain until the final cleaning.

B. Strip protective finish coverings.

C. Clean surfaces and components.

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