ESBD_387119_1737483716700_SOLADD_2_405-25R0003361_910-65.pdf

ADDENDUM OF SOLICITATION

1. SOLICITATION NO.

405-25R0003361

2. ADDENDUM NO.

3. EFFECTIVE DATE

01/21/2025

4. ISSUED BY

Texas Department of Public Safety Procurement and Contract Services 5805 North Lamar Blvd. Bldg. A 1st floor Austin, Texas 78752

5. NAME AND ADDRESS OF OFFEROR

6. The above numbered solicitation is amended as set forth in Item 7. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this addendum prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 5 and 8, and returning 3 copies of the addendum; (b) By acknowledging receipt of this addendum on each copy of the offer submitted; or (c) By separate letter or e-mail which includes a reference to the solicitation and addendum numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by e-mail or letter, provided each e-mail or letter makes reference to the solicitation and this addendum, and is received prior to the opening hour and date specified.

7. DESCRIPTION OF ADDENDUM

Addendum Two (2) to:

1. Provide answers to submitted questions,

2. Revise Solicitation Document Section B.4, Mandatory Pricing Schedule,

3. and to provide a copy of the Mandatory Site Visit Sign In Sheets.

Except as provided herein, all terms and conditions of the solicitation, as heretofore changed, remain unchanged and in full force and effect.

8a. NAME AND TITLE OF SIGNER (Type or Print)

8b. OFFEROR

(Signature of Person Authorized to Sign) Date Signed

Questions and Answers:

1. The existing door that is shown to be relocated can’t be relocated because the door swing is wrong. You will need a new door, frame and door hardware.

a. Furnish and install (2) new doors per specification 08 11 13 – Hollow Metal Doors and Frames, attached to this Addendum. The doors should be similar in style to this existing door, with lever set hardware. The frame should be able to be modified for an electric strike. (DPS to furnish and install new card readers and low voltage wire for electric strike)

2. What type of door is supposed to be used?

a. Please refer to question 1.

3. What type of door frame is supposed to be used?

4. What door hardware is required for the two new doors?

5. Elevation 03 on sheet no. SD-2.01 doesn’t show upper cabinets but proposed layout sheet no. SD-2.01 shows upper cabinets. Which is correct?

a. Hallmark drawing package is used for reference. Elevation 3 however, should include upper and lower cabinets per the note on SD-2.01. Awarded contractor to provide shop drawings for review prior to ordering cabinets.

6. What material is the countertop?

a. Countertops to be black epoxy similar to existing.

7. What is the estimated date that a contract will be issued for this project?

a. The contract will be awarded as quickly after the bid closing date as is feasible for this project.

8. What is the type of construction for the wall infill after the existing door and frame are removed?

a. Install cased opening appropriate for the existing substrate/s.

9. Where it is calling to reuse existing door in new wall the door is handed the opposite way of where the new location is shown to relocate and will not work with the existing door and frame – Please advise

10. What type of door and frame is required at the new door and what hardware is required at the new door location and is the existing hardware to be reused at the relocated door?

11. Where the door and frame show to be removed is there a cased opening frame required or just needs to be drywalled around for a finished product?

a. Please refer to question 8.

12. Do the existing walls in the new space require re-painting?

a. Walls should be touched up, repaired, textured and painted to match existing finishes.

13. Will a bid form be issued?

a. Please refer to Solicitation Document section D, Instructions, Conditions, and

Notices to Bidders.

14. Is Builder’s Risk Insurance required for this project?

a. Please refer to Solicitation Document section C.5, Insurance Required Under This

Contract.

15. What year was the building built ?

a. The area of the building where work is proposed was built in approximately

2009.

16. Is a bid bond required to be submitted with the bid?

a. Please refer to Solicitation Document section C.6, Bonds Required Under This Contract.

17. What are the working days and hours?

a. Monday-Friday, 7:00am CT-4:00pm CT

18. The Length of the interior new wall dimension being proposed at 13’, should be able to be achieved. However, the new hallway wall with new door might interfere with the existing door that is leading to Lobby 301. Please confirm. Or should the new hallway with the door be moved inwards approx. 4”-6”?

a. Both new doors should be inswing to their respective areas

19. The existing door that is being proposed to be removed and relocated, however this might not be possible because this existing door is right hand inswing, the proposed new door location is left hand inswing. Please confirm? If this is the case, then a new door will have to be furnished and installed?

20. Please confirm, after removal of the existing door and door frame, should the contractor leave the opening or to construct and close the opening?

a. Please refer to question 8.

21. Please provide the door, door frame, and door hardware schedule for the new door(s)?

22. In addition, please provide a list of acceptable door manufacturers?

23. What are the fire rating requirements for the doors?

24. After patching the floor as necessary, should the Contractor stain and finish as floor touch ups or the entire floor room? What is the stain color?

a. Please patch/repair existing floor as necessary and stain for best match to the remaining flooring.

25. Should the contractor install two (2) new occupancy sensors to be installed in the hallway by the lab room and another in the hallway by the closet?

a. Refer to lighting plan attached to this Addendum.

26. Should the Contractor replace existing light fixtures for new LED light fixtures? If yes, please provide light fixture specs?

a. Price for replacing existing fluorescent bulbs with LED equivalents in base bid.

Price Add Alternate for new LED light fixtures.

27. Please confirm additional hvac return(s) be installed in the lab room?

a. HVAC should be modified so that each space has a supply and a return.

28. Is there any Fire Alarm, and/or Fire Sprinkler System work to be done?

a. Please provide new audible and visible alarm/strobe in new work space.

29. Please confirm that the final connections for the card readers are to be done by others?

a. Confirmed. DPS will furnish and install new card readers and associated cabling.

Contractor to provide back box w/ conduit to above ceiling with pull string.

30. Please confirm that the data cabling is to be by others?

a. Please refer to question 29.

31. Can you please provide Specs, such as acceptable manufacturer, for the Sound

Attenuation for new insulation in walls?

a. Fill wall void with Rockwool for sound attenuation.

32. Will the Owner remove all contents from the project site, such as but not limited to:

storage cabinets, boxes, folders, office cubicle?

a. DPS to clear out existing space in preparation for work.

33. The added 6 power outlets, how many circuits need to be added?

a. Refer to electrical plan attached to this Addendum.

34. Added 6 Data boxes and 1 card reader boxes can these be open in the wall with pull strings? If conduit is required what size conduit?

a. We will require (6) data back boxes in the wall with conduit and pull string as well as (2) back boxes for DPS furnished card readers (1 at each new door) with conduit and pull string. Furnish conduit in the appropriate size for wire/cable within.

35. Lighting control for the newly created space, can this be a standard wall switch, wall occupancy sensor or ceiling occupancy sensor?

a. Refer to lighting plan attached to this Addendum.

B.4 MANDATORY PRICING SCHEDULE

Respondent must submit pricing within the Pricing Schedule Exhibit replicating, as necessary, in this exact format.

LINE

ITEM DESCRIPTION QTY UOM UNIT PRICE

1 Extension Materials 1 JOB $

2 Extension Labor 1 JOB $

3 Casework Materials 1 JOB $

4 Casework Labor 1 JOB $

5 Overhead and Profit 1 JOB $

6 Add Alternate 1 1 JOB $

TOTAL $

SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and General Requirements apply to Work of this Section.

1.2 SECTION INCLUDES

A. Standard and custom hollow metal doors and frames.

B. Steel sidelight, borrowed lite and transom frames.

C. Factory finishing hollow metal doors and frames and factory machining for hardware.

D. Light frames and glazing installed in hollow metal doors.

1.3 RELATED SECTIONS

A. Section 04 20 00 - Unit Masonry: Embedding anchors for hollow metal work into masonry construction.

B. Section 08 70 00 - Door Hardware: Door hardware for hollow metal doors and frames.

C. Section 09 90 00 – Painting Field painting hollow metal doors and frames.

1.4 REFERENCES

A. ANSI/SDI A250.8 - Recommended Specifications for Standard Steel Doors and Frames.

B. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames, Frames Anchors and Hardware Reinforcing.

C. ANSI/SDI A250.6 - Recommended Practice for Hardware Reinforcing on Standard Steel Doors and

Frames.

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

Doors and Frames.

E. ANSI/SDI A250.11 - Recommended Erection Instructions for Steel Frames.

F. ANSI/SDI A250.13 - Testing and Rating of Sever Windstorm Resistant Components for Swing Door

Assemblies.

G. ASTM A1008 - Standard Specification for Steel Sheet, Cold-Rolled, Carbon, Structural, High-Strength

Low-Alloy and High-Strength Low-Alloy with Improved Formability.

H. ASTM A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed) by the Hot-Dip Process.

I. ASTM A924 - Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the

Hot-Dip Process.

J. ASTM C 1363 - Standard Test Method for Thermal Performance of Building Assemblies by Means of a

Hot Box Apparatus.

K. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements.

L. ASTM E283 - Standard Test Method for Determining Rate of Air Leakage Through Exterior Doors Under

Specified Pressure Differences Across the Specimens.

M. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and

Doors by Uniform Static Air Pressure Difference.

N. ASTM E 413 - Classification for Rating Sound Insulation.

O. ASTM E1332 - Standard Classification for Determination of Outdoor-Indoor Transmission Class.

P. ASTM E1886 - Test Method for Performance of Exterior Windows, Curtin Walls, Doors and Shutters

Impacted by Missiles and Exposed to Cyclic Pressure Differentials.

Q. ASTM E1996 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and

Storm Shutters Impacted by Windborne Debris in Hurricanes.

R. ANSI/NAMM/HMMA 867-06 - Guide Specifications for Commercial Laminated Core Hollow Metal Doors and Frames.

S. ANSI/BHMA A156.15 - Hardware Preparation in Steel Doors and Frames.

T. ANSI/SDI 122 - Installation and Troubleshooting Guide for Standard Steel Doors and Frames.

U. ANSI/NFPA 80 - Standard for Fire Doors and Fire Windows; National Fire Protection Association.

V. ANSI/NFPA 105: Standard for the Installation of Smoke Door Assemblies.

W. FEMA 361 2008 – Design and Construction Guidance for Community Safe Rooms

X. ICC 500 - ICC/NSSA Standard for the Design and Construction of Storm Shelters.

Y. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; National Fire Protection Association.

Z. TAS-201-94 - Impact Test Procedures.

AA. TAS-202-94 - Criteria for Testing Impact and Non-Impact Resistant Building Envelope Components using

Uniform Static Air Pressure.

BB. TAS-203-94 - Criteria for Testing Products Subject to Cyclic Wind Pressure Loading.

CC. UFC 4-010-0 - Department of Defense Minimum Antiterrorism Standards for Building, October 2003, including Change 1, January 2007.

DD. UL 10C - Positive Pressure Fire Tests of Door Assemblies; UL 10B - Fire Test of Door Assemblies; UL

1784 - Standard for Air Leakage Tests of Door Assemblies.

1.5 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, core descriptions, hardware reinforcements, profiles, anchors, fire-resistance rating, and finishes.

B. Door hardware supplier is to furnish templates, template reference number and/or physical hardware to the steel door and frame supplier in order to prepare the doors and frames to receive the finish hardware items.

C. Shop Drawings: Include the following:

1. Elevations of each door design.

2. Details of doors, including vertical and horizontal edge details and metal thicknesses.

3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

4. Locations of reinforcement and preparations for hardware.

5. Details of anchorages, joints, field splices, and connections.

6. Details of accessories.

7. Details of moldings, removable stops, and glazing.

8. Details of conduit and preparations for power, signal, and control systems.

D. Samples for Verification:

1. Samples are only required by request of the DPS and for manufactures that are not current members of the Steel Door Institute.

E. Informational Submittals:

1. Hurricane Resistant Openings: Exterior hurricane opening assemblies to be tested according to

ASTM E330, ASTM E1886, ASTM E1996 standards, and certified by a qualified independent third party testing agency acceptable to authority having jurisdiction, with labeling indicating compliance with the wind load and design pressure level requirements specified for the Project.

1.6 QUALITY ASSURANCE

A. Source Limitations: Obtain hollow metal doors and frames through one source from a single manufacturer wherever possible.

B. Quality Standard: In addition to requirements specified, comply with ANSI/SDI A250.8, latest edition, "Recommended Specifications for Standard Steel Doors and Frames".

C. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 (neutral pressure at 40” above sill) or UL 10C..

1. Oversize Fire-Rated Door Assemblies Construction: For units exceeding sizes of tested assemblies, attach construction label certifying doors are built to standard construction requirements for tested and labeled fire rated door assemblies except for size.

2. Temperature-Rise Limit: Where indicated and at vertical exit enclosures (stairwell openings) and exit passageways, provide doors that have a maximum transmitted temperature end point of not more than 450 deg F above ambient after 30 minutes of standard fire-test exposure.

3. Smoke Control Door Assemblies: Comply with NFPA 105.

a. Smoke "S" Label: Doors to bear “S” label, and include smoke and draft control gasketing applied to frame and on meeting stiles of pair doors.

D. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled, by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257. Provide labeled glazing material.

E. Energy Efficient Exterior Openings: Comply with minimum thermal ratings, based on ASTM C1363.

Openings to be fabricated and tested as fully operable, thermal insulating door and frame assemblies.

1. Thermal Performance (Exterior Openings): Independent testing laboratory certification for exterior door assemblies being tested in accordance with ASTM C1363 and meet or exceed the following requirements:

a. Door Assembly Operable U-Factor and R-Value Ratings: U-Factor 0.29, R-Value 3.4, including insulated door, thermal-break frame and threshold.

2. Air Infiltration (Exterior Openings): Independent testing laboratory certification for exterior door assemblies being tested in accordance with ASTM E283 to meet or exceed the following requirements:

a. Rate of leakage of the door assembly shall not exceed 0.25 cfm per square foot of static differential air pressure of 1.567 psf (equivalent to 25 mph wind velocity).

F. Hurricane Resistant Exterior Openings (State of Texas): Provide exterior hollow metal and door hardware assemblies approved by the Texas Department of Insurance, including anchorage, capable of withstanding wind load design pressures calculated for this project by a registered DPS or engineer and are part of the construction documents per the Texas Department of Insurance, authorities having jurisdiction, and the International Building Code Design Loads Section 1609.

1. Each unit to bear third party permanent label in accordance with the Texas Department of

Insurance requirements applicable to project.

2. Hurricane-Resistance Test Performance: Provide hollow metal and door hardware approved assemblies that pass large missile-impact tests, as required by Texas Department of Insurance systems location above grade and cyclic-pressure tests according to testing requirements of authorities having jurisdiction.

a. Impact Resistance: Hollow metal with approved door hardware assemblies must satisfy the

Texas Department of Insurance’s criteria for protection from windborne debris in both the Inland I zone and the Seaward zone. Assemblies must pass the large missile impact test (which equates to Missile Level D specified in ASTM E 1996-02). Assemblies may be installed at any height on the structure as long as the design pressure rating for the assemblies is not exceeded.

G. Sound Transmission Class (STC) Rated Doors: Provide sound transmission class rated doors fabricated as sound-reducing types with testing according to ASTM E 90, and classifications according to ASTM E

413. Submit manufacturer’s written results of STC ratings from testing performed by a qualified independent testing agency for sound resistant doors.

H. Pre-Submittal Conference: Conduct conference in compliance with 01300 – Administrative Requirements one week prior to commencing work of this section, with attendance required by representatives of Supplier, Installer, and Contractor to review proper methods and procedures for installing hollow metal doors and frames and to verify installation of electrical knockout boxes and conduit at frames with electrified or access control hardware.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow metalwork palletized, wrapped, or crated to provide protection during transit and Project site storage. Do not use non-vented plastic.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store hollow metalwork under cover at Project site. Place in stacks of five units maximum in a vertical position with heads up, spaced by blocking, on minimum 4-inch high wood blocking. Do not store in a manner that traps excess humidity.

1. Provide minimum 1/4-inch space between each stacked door to permit air circulation. Door and frames to be stacked in a vertical upright position.

1.8 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication.

1.9 COORDINATION

A. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

1.10 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace doors that fail in materials or workmanship within specified warranty period.

B. Warranty includes installation and finishing that may be required due to repair or replacement of defective doors.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. CECO Door Products.

2. Curries Company.

3. Steelcraft.

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications.

B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum G60 or A60 metallic coating.

C. Frame Anchors: ASTM A 653/A 653M, Commercial Steel (CS), Commercial Steel (CS), Type B; with minimum G60 or A60 metallic coating.

2.3 ENERGY EFFICIENCY HOLLOW METAL DOORS

A. General: Provide 1-3/4 inch doors of design specified, not less than thickness indicated; fabricated with smooth surfaces, without visible joints or seams on exposed faces unless otherwise indicated. Comply with ANSI/SDI A250.8 and ANSI/NAAMM HMMA 867.

B. Exterior Doors: Face sheets fabricated of commercial quality hot-dipped zinc coated steel that complies with ASTM A924 A60. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and model, ANSI/SDI A250.4 for physical performance level, and HMMA 867 for door construction.

1. Design: Flush panel.

2. Core Construction: Foamed in place polyurethane and steel stiffened laminated core with no stiffener face welds, in compliance with HMMA 867 “Laminated Core”.

a. Provide 22 gauge steel stiffeners at 6 inches on-center internally welded at 5" on- center to integral core assembly, foamed in place polyurethane core chemically bonded to all interior surfaces. No stiffener face welding is permitted.

b. Thermal properties to rate at a fully operable minimum U-Factor 0.29 and R-Value 3.4, including insulated door, thermal-break frame and threshold.

1) Kerf Type Frames: Thermal properties to rate at a fully operable minimum U-Factor

0.36 and R-Value 2.8, including insulated door, kerf type frame, and threshold.

3. Level/Model: Level 2 and Physical Performance Level A (Extra Heavy Duty), Minimum 18 gauge thick steel, Model 2.

4. Vertical Edges: Vertical edges to be mechanically interlocked with hairline seam. Beveled Lock

Edge, 1/8 inch in 2 inches (3 mm in 50 mm).

5. Top and Bottom Edges: Reinforce tops and bottoms of doors with a continuous steel channel not less than 16 gauge, extending the full width of the door and welded to the face sheet. Doors with an inverted top channel to include a steel closure channel, screw attached, with the web of the channel flush with the face sheets of the door. Plastic or composite channel fillers are not acceptable.

6. Hinge Reinforcement: Minimum 7 gauge (3/16") plate 1-1/4" x 9".

7. Hardware Reinforcements: Fabricate according to ANSI/SDI A250.6 with reinforcing plates from same material as door face sheets.

C. Interior Doors: Face sheets fabricated of commercial quality cold rolled steel that complies with ASTM A366 or 620. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level, model, and ANSI/SDI A250.4 for physical performance level:

1. Design: Flush panel.

2. Core Construction: Steel stiffened laminated core with fiberglass filler with no stiffener face welds, in compliance with HMMA 867 “Laminated Core”.

a. Provide 22 gauge steel-stiffeners at 6 inches on-center internally welded at 5" on- center to integral core assembly, No stiffener face welding is permitted.

b. Acoustical sound transmission rating shall be no less than STC 38 complying with ASTM E

90 and must be visible on factory-applied labels.

3. Level/Model: Level 2 and Physical Performance Level A (Extra Heavy Duty), Minimum 18 gauge

(0.042 inch - 1.1-mm) thick steel, Model 2.

4. Vertical Edges: Vertical edges to be mechanically interlocked with hairline seam. Beveled Lock

Edge, 1/8 inch in 2 inches (3 mm in 50 mm).

5. Top and Bottom Edges: Reinforce tops and bottoms of doors with a continuous steel channel not less than 16 gauge, extending the full width of the door and welded to the face sheet. Doors with an inverted top channel to include a steel closure channel, screw attached, with the web of the channel flush with the face sheets of the door. Plastic or composite channel fillers are not acceptable.

6. Hinge Reinforcement: Minimum 7 gauge (3/16") plate 1-1/4" x 9".

7. Hardware Reinforcements: Fabricate according to ANSI/SDI A250.6 with reinforcing plates from same material as door face sheets.

D. Manufacturers Basis of Design:

1. CECO Door Products (C) - Trio-E/Trio Series.

2. Curries Company (CU) - 777 Trio-E/Trio Series.

2.4 STANDARD HOLLOW METAL FRAMES

A. General: Comply with ANSI/SDI A250.8 and with details indicated for type and profile.

B. Exterior Masonry Frames: Fabricated of hot-dipped zinc coated steel that complies with ASTM A 653/A

653M, Coating Designation A60.

1. Fabricate frames with mitered or coped corners.

2. Fabricate frames, with the exception of knock down types, with "closed and tight" miter seams continuously welded on face, finished smooth with no visible seam unless otherwise indicated.

3. Frames for Level 3 Steel Doors (up to 48 inches in width): Minimum 14 gauge thick steel sheet.

4. Frames for Level 3 Steel Doors (48 inches and up in width): Minimum 12 gauge thick steel sheet.

5. Frames for Level 2 Steel Doors: Minimum 16 gauge thick steel sheet.

6. Manufacturers Basis of Design:

a. CECO Door Products (C) - SQ Series.

C. Interior Frames: Fabricated from cold-rolled steel sheet that complies with ASTM A 1008/A 1008M.

1. Fabricate frames with mitered or coped corners.

2. Fabricate frames, with the exception of slip-on drywall types, with "closed and tight" miter seams continuously welded on face, finished smooth with no visible seam unless otherwise indicated.

3. Frames for Level 2 Steel Doors: Minimum 16 gauge thick steel sheet.

4. Frames for Level 3 Steel Doors (up to 48 inches in width): Minimum 16 gauge thick steel sheet.]

5. Frames for Level 3 Steel Doors (48 inches and up in width): Minimum 14 gauge thick steel sheet.]

6. Frames for Wood Doors: Minimum 16 gauge thick steel sheet.

7. Frames for Borrowed Lights: Minimum 16 gauge thick steel sheet.

8. Manufacturers Basis of Design:

a. CECO Door Products (C) - SQ Series (Masonry).

b. CECO Door Products (C) - SR Series (Masonry).

c. CECO Door Products (C) - SU Series (Masonry).

d. Curries Company (CU) - G Series (Masonry).

e. Curries Company (CU) - M Series (Masonry).

D. Fire rated frames: Fabricate frames in accordance with NFPA 80, listed and labeled by a qualified testing agency, for fire-protection ratings indicated.

E. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 Table 4 with reinforcement plates from same material as frames.

2.5 FRAME ANCHORS

A. Jamb Anchors:

1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, formed from

A60 metallic coated material, not less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick.

2. Stud Wall Type: Designed to not less than 0.042 inch thick.

3. Compression Type for Drywall Slip-on (Knockdown) Frames: Adjustable compression anchors.

4. Windstorm Opening Anchors: Types as tested and required for indicated wall types to meet specified wind load design criteria.

5. FEMA 361 Storm Shelter Anchors: Masonry T-shaped, wire masonry type, or existing opening type anchors.

B. Floor Anchors: Floor anchors to be provided at each jamb, formed from A60 metallic coated material, not less than 0.042 inches thick.

C. Mortar Guards: Formed from same material as frames, not less than 0.016 inches thick.

2.6 HOLLOW METAL PANELS

A. Provide hollow metal panels of same materials, construction, and finish as specified for adjoining hollow metalwork.

2.7 LIGHT OPENINGS AND GLAZING

A. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints at fabricators shop. Fixed and removable stops to allow multiple glazed lites each to be removed independently. Coordinate frame rabbet widths between fixed and removable stops with the type of glazing and installation indicated.

B. Moldings for Glazed Lites in Doors and Loose Stops for Glazed Lites in Frames: Minimum 20 gauge thick, fabricated from same material as door face sheet in which they are installed.

C. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch high unless otherwise indicated. Provide fixed frame moldings and stops on outside of exterior and on secure side of interior doors and frames.

D. Preformed Metal Frames for Light Openings: Manufacturer's standard frame formed of 0.048-inch-thick, cold rolled steel sheet; with baked enamel or powder coated finish; and approved for use in doors of fire protection rating indicated. Match pre-finished door paint color where applicable.

E. Glazing: Comply with requirements in Section 08800 - Glazing and with the hollow metal door manufacturer's written instructions.

1. Factory Glazing: Factory install glazing in doors as indicated. Doors with factory installed glass to include all of the required glazing material.

2.8 ACCESSORIES

A. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors.

B. Grout Guards: Formed from same material as frames, not less than 0.016 inches thick.

2.9 FABRICATION

A. Fabricate hollow metalwork to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and assemble units in manufacturer's plant. When shipping limitations so dictate, frames for large openings are to be fabricated in sections for splicing or splining in the field by others.

B. Tolerances: Fabricate hollow metalwork to tolerances indicated in ANSI/SDI A250.8.

C. Hollow Metal Doors:

1. Exterior Doors: Provide optional weep-hole openings in bottom of exterior doors to permit moisture to escape where specified.

2. Glazed Lites: Factory cut openings in doors with applied trim or kits to fit. Factory install glazing where indicted.

3. Louvers: Factory cut openings in door and install louvers into prepared openings where indicated.

4. Astragals: Provide overlapping astragals as noted in door hardware sets in Section 08700 –

Hardware Schedule on one leaf of pairs of doors where required by NFPA 80 for fire-performance rating or where indicated. Extend minimum 3/4 inch beyond edge of door on which astragal is mounted.

5. Continuous Hinge Reinforcement: Provide welded continuous 12-gauge strap for continuous hinges specified in hardware sets in Section 08700 – Hardware Schedule.

6. Electrical Raceways: Provide hollow metal doors to receive electrified hardware with concealed wiring harness and standardized Molex™ plug connectors on both ends to accommodate up to twelve wires. Coordinate connectors on end of the wiring harness to plug directly into the electrified hardware and the through-wire transfer hardware or wiring harness specified in hardware sets in Section 08700 – Hardware Schedule. Wire nut connections are not acceptable.

D. Hollow Metal Frames:

1. Shipping Limitations: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.

2. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible.

a. Welded frames are to be provided with two steel spreaders temporarily attached to the bottom of both jambs to serve as a brace during shipping and handling. Spreader bars are for bracing only and are not to be used to size the frame opening.

3. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as doorframe. Fasten members at crossings and to jambs by butt-welding.

4. Equal Rabbet Frames: Provide frames with equal rabbet dimensions unless glazing and removable stops require wider dimensions on glass side of frame.

5. High Frequency Hinge Reinforcement: Provide high frequency hinge reinforcements at door openings 48-inches and wider with mortise butt type hinges at top hinge locations.

6. Continuous Hinge Reinforcement: Provide welded continuous 12 gauge straps for continuous hinges specified in hardware sets in Section 08700 – Hardware Schedule.

7. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated for removable stops, provide security screws at exterior locations.

8. Mortar Guards: Provide guard boxes at back of hardware mortises in frames at all hinges and strike preps regardless of grouting requirements.

9. Electrical Thru-Wiring: Provide hollow metal frames receiving electrified hardware with loose wiring harness (not attached to open throat components or installed in closed mullion tubes) and standardized Molex™ plug connectors on one end to accommodate up to twelve wires. Coordinate connectors on end of the wiring harness to plug directly into the electric through-wire transfer hardware or wiring harness specified in hardware sets in Section 08700 – Hardware Schedule.

10. Electrical Knock Out Boxes: Factory weld 18 gauge electrical knock out boxes to frame for electrical hardware preps; including but not limited to, electric through wire transfer hardware, electrical raceways and wiring harnesses, door position switches, electric strikes, magnetic locks, and jamb mounted card readers as specified in hardware sets in Section 08700 – Hardware Schedule.

a. Provide electrical knock out boxes with a dual 1/2-inch and 3/4-inch knockouts.

b. Conduit to be coordinated and installed in the field (Division 16) from middle hinge box and strike box to door position box.

c. Electrical knock out boxes to comply with NFPA requirements and fit electrical door hardware as specified in hardware sets in Section 08700 – Hardware Schedule.

d. Electrical knock out boxes for continuous hinges should be located in the center of the vertical dimension on the hinge jamb.

11. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor.

12. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Masonry Type: Locate anchors not more than 18 inches from top and bottom of frame.

Space anchors not more than 32 inches o.c. and as follows:

1) Two anchors per jamb up to 60 inches high.

2) Three anchors per jamb from 60 to 90 inches high.

3) Four anchors per jamb from 90 to 120 inches high.

4) Four anchors per jamb plus 1 additional anchor per jamb for each 24 inches or fraction thereof above 120 inches high.

b. Stud Wall Type: Locate anchors not more than 18 inches from top and bottom of frame.

Space anchors not more than 32 inches o.c. and as follows:

1) Three anchors per jamb up to 60 inches high.

2) Four anchors per jamb from 60 to 90 inches high.

3) Five anchors per jamb from 90 to 96 inches high.

4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches or fraction thereof above 96 inches high.

5) Two anchors per head for frames above 42 inches wide and mounted in metal stud partitions.

c. Severe Storm Shelter Openings: Provide jamb, head, and sill anchors in accordance with manufacturer’s tested and approved assemblies.

13. Door Silencers: Except on weatherstripped or gasketed doors, drill stops to receive door silencers.

Silencers to be supplied by frame manufacturer regardless if specified in Section 08700 – Hardware Schedule.

14. Bituminous Coating: Where frames are fully grouted with an approved Portland Cement based grout or mortar, coat inside of frame throat with a water based bituminous or asphaltic emulsion coating to a minimum thickness of 3 mils DFT, tested in accordance with UL 10C and applied to the frame under a 3rd party independent follow-up service procedure.

E. Hardware Preparation: Factory prepare hollow metal work to receive template mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door Hardware Schedule and templates furnished as specified in Section 08700 – Hardware Schedule.

1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8.

2. Reinforce doors and frames to receive non-template, mortised and surface mounted door hardware.

3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series specifications for preparation of hollow metal work for hardware.

4. Coordinate locations of conduit and wiring boxes for electrical connections with Division 16

Sections.

2.10 STEEL FINISHES

A. Prime Finishes: Doors and frames to be cleaned, and chemically treated to insure maximum finish paint adhesion. Surfaces of the door and frame exposed to view to receive a factory applied coat of rust inhibiting shop primer.

1. Shop Primer: Manufacturer's standard, fast-curing, lead and chromate free primer complying with

ANSI/SDI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; and compatible with substrate and field-applied coatings.

B. Factory Pre-Finishes: Factory apply electrostatic paint finish to doors, frames in accordance with ANSI

A250.3 test procedure acceptance criteria for steel doors, and frames with factory applied finished coatings.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. General Contractor to verify the accuracy of dimensions given to the steel door and frame manufacturer for existing openings or existing frames (strike height, hinge spacing, hinge back set, etc.).

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Remove welded in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces.

B. Prior to installation, adjust and securely brace welded hollow metal frames for squareness, alignment, twist, and plumbness.

C. Tolerances shall comply with SDI-117 "Manufacturing Tolerances Standard Steel Doors and Frames."

D. Drill and tap doors and frames to receive non-template, mortised, and surface mounted door hardware.

3.3 INSTALLATION

A. General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions.

B. Hollow Metal Frames: Install hollow metal frames of size and profile indicated. Comply with ANSI/SDI

A250.11 and NFPA 80 at fire rated openings.

1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall, construction is complete and frames properly set and secured, remove temporary braces, leaving surfaces smooth and undamaged. Shim as necessary to comply with installation tolerances.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with post-installed expansion anchors.

3. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with mortar.

4. Grout Requirements: Do not grout head of frames unless reinforcing has been installed in head of frame. Do not grout vertical or horizontal closed mullion members.

C. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below. Shim as necessary.

1. Non-Fire-Rated Standard Steel Doors:

a. Jambs and Head: 1/8 inch plus or minus 1/16 inch.

b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch.

c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch.

d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch.

2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.

D. Field Glazing: Comply with installation requirements in Section 08800 – Glazing and with hollow metal manufacturer's written instructions.

3.4 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection.

Leave work in complete and proper operating condition. Remove and replace defective work, including hollow metalwork that is warped, bowed, or otherwise unacceptable.

B. Remove grout and other bonding material from hollow metalwork immediately after installation.

C. Prime-Coat and Painted Finish Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat, or painted finishes, and apply touchup of compatible air-drying, rust-inhibitive primer, zinc rich primer (exterior and galvanized openings) or finish paint.

END OF SECTION

DPS Project No. SXXXXXXXXXX DPS FACILITIES LOCATION Project Name Month, 01, 2020

Department of Public Safety OPENINGS The State of Texas SECTION 08

IOD

SECTION 08 71 00 – DOOR HARDWARE

PART 1 – GENERAL

1.01 SUMMARY

A. Section includes furnishing and installation of mechanical and electro-mechanical door hardware for doors specified in “Hardware Sets” and required by actual conditions: including screws, bolts, expansion shields, electrified door hardware, and other devices including access and security requirements for proper application of hardware.

B. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

Division 01 Specification Sections, apply to this Section.

C. Related Divisions:

1. Division 03 Concrete

2. Division 06 Rough & Finish Carpentry

3. Division 07 Joint Sealants

4. Division 08 Openings

5. Division 09 Finishes

6. Division 26 Electrical

7. Division 28 Electronic Safety And Security

1.02 REFERENCES

A. American National Standards Institute/Builders Hardware Manufacturers Association (ANSI):

1. ANSI/BHMA A156.1 Butts & Hinges (2016)

2. ANSI/BHMA A156.3 Exit Devices (2014)

3. ANSI/BHMA A156.4 Door Controls – Closers (2013)

4. ANSI/BHMA A156.6 Architectural Door Trim (2015)

5. ANSI/BHMA A156.7 Template Hinge Dimensions (2016)

6. ANSI/BHMA A156.8 Door Controls – Overhead Stops and Holders (2015)

7. ANSI/BHMA A156.16 Auxiliary Hardware (2013)

8. ANSI/BHMA A156.18 Materials & Finishes (2016)

9. ANSI/BHMA A156.21 Thresholds (2014)

10. ANSI/BHMA A156.22 Door Gasketing Systems (2012)

11. ANSI/BHMA A156.26 Continuous Hinges (2012)

12. ANSI/BHMA A156.28 Keying Systems (2013)

13. ANSI/BHMA A156.115 Hardware Preparation in Steel Doors and Steel Frames (2014)

B. International Code Council/American National Standards Institute (ICC/ANSI)/ADA:

1. ICC/ANSI A117.1 Standards for Accessible and Usable Buildings and Facilities 2009.

C. Underwriters Laboratories, Inc. (UL):

1. UL 10C Positive Pressure Fire Test of Door Assemblies.

2. UL 1784 Air Leakage Test of Door Assemblies.

3. UL 294 Access Control System Units

D. Door and Hardware Institute (DHI):

1. DHI Publications – Keying Systems and Nomenclature (1989).

2. DHI Publication – Abbreviations and Symbols.

3. DHI Publication – Installation Guide for Doors and Hardware.

4. DHI Publication – Sequence and Format of Hardware Schedule (1996).

E. National Fire Protection Agency (NFPA):

1. NFPA 101 Life Safety Code 2009.

1.03 SUBMITTALS

A. Submit in accordance with Conditions of the Contract and Division 1 Administrative Requirements and Submittal Procedures Section.

B. Shop Drawings:

1. Organize hardware schedule in vertical format as illustrated in DHI Publications Sequence and Formatting for the Hardware Schedule. Include abbreviations and symbols page according to DHI Publications Abbreviations and Symbols. Complete nomenclature of items required for each door opening as indicated.

2. Coordinate final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of hardware.

3. Architectural Hardware Consultant (AHC), as certified by DHI, who will affix seal attesting to completeness and correctness, including the review of the hardware schedule prior to submittal.

B. Submit manufacturer’s catalog sheet on design, grade, and function of items listed in hardware schedule.

Identify specific hardware item per sheet, provide an index, and cover sheet.

D. Templates:

1. Upon final approval of the architectural hardware schedules, submit one set of complete templates for each hardware item to the door manufacturers, frame manufacturers, and the installers. Date and index these 8-1/2 inch x 11 inch papers in a three ring binder, including detailed lists of the hardware location requirements for mortised and surface applied hardware within fourteen days of receiving approved door hardware submittals.

E. Electrified Hardware: Provide electrical information to include voltage and amperage requirements for electrified door hardware and description of operation.

1. Description of operation for each electrified opening to include description of component functions including location, sequence of operation and interface with other building control systems.

2. Wiring Diagrams: Detail wiring for power, signal, and control system and differentiate between manufacturers installed and field-installed wiring. Include the following:

a. System schematic.

b. Point to point wiring diagram.

c. Riser diagram.

d. Elevation of each door.

3. Detail interface between electrified door hardware and fire alarm, access control, security, and building control systems.

3. Provide junction boxes, relays and terminal blocks as needed for proper door operations and connections.

F. Upon door hardware submittal approval, furnish for each electrified opening, three copies of point to point diagrams.

G. Closeout Submittals: Submit to Owner in a three-ring binder or CD if requested.

1. Warranties.

2. Maintenance and operating manual.

3. Maintenance service agreement.

4. Record documents.

5. Copy of approved hardware schedule.

6. Copy of approved keying schedule with bitting list.

7. Door hardware supplier name, phone number, and fax number.

1.04 QUALITY ASSURANCE

A. Listed and Labeled electrified door hardware as defined in NFPA 70, Article 100, by a testing agency acceptable to authority having jurisdiction.

B. Hardware supplier will employ an Architectural Hardware Consultant (AHC) as certified by DHI and a member of the seal program who will be available at reasonable times during course of work for Project hardware consultation.

1. Electrified Door Hardware Supplier Qualifications: Experienced door hardware supplier who has completed projects with electrified door hardware similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

C. Door hardware conforming to ICC/ANSI A117.1: Handles pulls, latches locks and operating devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist.

D. Door hardware certified to ANSI/BHMA standards as noted, participate and be listed in BHMA Certified Products Directory.

E. Substitution request: create a comparison chart that includes the testing information as well as the warranty for both the specified product and the proposed substitution. Include the reason for requesting the substitution, clear catalog copy highlighting the proposed product and options, compliance statement, technical data, product warranty and lead time, to show how the proposed can meet or exceed established level of design, function, and quality. Approval of request is at the discretion of the owner, architect, and their designated consultants and will be addressed via addendum prior to bid date.

F. Meetings: Comply with requirements in Division 1 Section “Project Meetings.”

1. Keying Meeting

a. Within fourteen days of receipt of approved door hardware submittals, contact Owner with representative from hardware supplier to establish a keying conference. Verify keyway, visual key identification, number of master keys and keys per lock. Provide keying system per Owner’s instructions.

2. Low-voltage Coordination Meeting

a. Convene meeting within fourteen days of receipt of approved door hardware submittals.

Participants required to attend: Contractor, installer, material supplier, manufacturer representatives, electrical contractor, security consultant and fire alarm consultant.

b. Review sequence of operation for each type of electrified door hardware, inspect, and discuss electrical roughing-in and other preparatory work performed by other trades.

c. Review all system, elevation, and point-to-point drawings to ensure that all necessary components are provided and detailed.

i. Verify wire quantities, wire types, wire sizes, conduit sizes, and locations.

ii. Coordinate the door hardware, power supplies, access control components, fire alarm interfaces, elevator controls, and related building systems have all proper and necessary components to interface and operate correctly.

3. Pre-installation Meeting

a. Convene meeting within fourteen days of receipt of approved door hardware submittals.

Participants required to attend: Contractor, installer, material supplier, manufacturer representatives, electrical contractor, security consultant, and fire alarm consultant.

b. Include in-conference decisions regarding proper installation methods and procedures for receiving and handling hardware.

c. Review and finalize construction schedule and verify availability of materials, installer’s personnel, equipment and facilities needed to make progress and avoid delays.

F. Installer Qualifications: Specialized in performing installation of this Section and have five years minimum documented experience.

1. Electrified Door Hardware Supplier Qualifications: Experienced door hardware installer who has installed projects with electrified door hardware similar in material, design, and extent to that indicated for this Project,…