Amendment 0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

5. PROJECT NO. (If applicable)2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ.NO.

PAGE OF PAGES

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6)

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

CODE

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

Items 8 and 15, and returning is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required.)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

(x) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO THE AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14.

E. IMPORTANT: Contractor is not, is required to sign this document and return

ORDER NO. IN ITEM 10A.

1 2

0004 06/19/2020

AAQ-731 FAC. & AVIATION SAFETY ACQ

FAA AERONAUTICAL CENTER

PO BOX 25082

BLDG 014-AHQ, ROOM 233A

AAQ0731-AFN

OKLAHOMA CITY OK 73125

AAQ-731 FAC. & AVIATION SAFETY ACQ

FAA AERONAUTICAL CENTER

PO BOX 25082

BLDG 014-AHQ, ROOM 233A

AAQ731-AFN

OKLAHOMA CITY OK 73125

x

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

separate letter or telegram which includes a reference to the solicitation and amendment number. FAILURE OF YOUR ACKNOWLEDGEMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By ___________ 1 x x

6973GH-20-R-00062

1 copies to the issuing office.

06/19/2020

(x)

NOTE: The Line Items listed in Section B of this SIR are for Government use only.

Offerors shall complete Revised Attachment 1, Section B/Pricing of this document for the contract line item pricing.

The purpose of this amendment is to provide Questions and Answers 41 through 57, revise specification section 08 7100 Door Hardware and update Drawings A-101, AE-101, AF601, L-100 and L-101.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. CONTRACT AUTHORITY 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

6973GH-20-R-00062/0004

FIRST: Questions and Answers 41 through 57, dated July 17, 2020 are hereby incorporated into this amendment.

SECOND: Updated Specification Section 08 7100

Door Hardware is hereby incorporated into this amendment.

THIRD: Updated Drawings A-101, AE-101, AF601, L-100 and L-101 are incorporated into this amendment.

BASE MAINTENANCE RENOVATION

6973GH-20-R-00062

QUESTIONS AND ANSWERS

JULY 17, 2020

Hardware Schedule Question:

Can you please have the design team review the hardware schedule? The door hardware specs 08 7100 and the door schedule on sheet AE101 (in addition there are about 10 doors on sheet AE101 that are missing hardware sets designation).

Answer: Revised specification section 08 7100 Door Hardware is included in Amendment 0004..

Updated Drawings attached in Amendment 0004:

Drawing A-101: Update curtainwall dimensions at Door A124 as shown.

Drawing AE101: Correct dimensions on doors A101 and A124 as shown, update Door C116C Frame to 16 Opp., update Hardware Set on all doors as shown, add “electric latch retraction” to doors B01, B02A, B03A

Drawing AF601: Add “W/ 4” ‘C’ PROFILE SUSPENSION EDGE TRIM” to ACT-2, add “MICROPERFORATED” and “W/ 4” ‘C’ PROFILE SUSPENSION EDGE TRIM AND BATTS” to MCS.

Drawings L-100 & L-101: Add Landscaping to meet Permit requirements.

Question 41: CGSB 37-GP-56M is listed as a standard for modified bitumen roofing.

CGSB is the Canadian General Standards Board. Should this be applicable to an FAA building in Oklahoma?

Answer 41: See specification revision under answer 46. Section 2.01, E.

Question 42: In regards to glass, should solar ban 60, solar ban 70, or another product be used? Can a description of the make-up of each glass type be provided? Is low E required?

Answer 42: Solar ban 70 and Low E required.

Question 43: Are the Metal Ceiling Planks (MCP) shown on the Ceiling Finish Material schedule perforated or unperforated?

Answer 43: MCS to be Microperforated, with acoustic batts. ACT-2 and MCS clouds to have 4” ‘C’ profile suspension edge trim.

Question 44: Is there a basis of design for the roofing system?

Answer 44: Soprema

Question 45: Are there approved manufacturers for roofing material?

Answer 45: Soprema, Siplast, Garland

Question 46: Is there a more specific product, mil. thickness or ASTM standard for the membrane called out in 07 5200-2 2.02? “A. Membrane: Polymer modified asphalt, reinforced with non-woven fabric; granule surfaced; with the following characteristics:

1. Color: White.”

Answer 46: See below for Specification Section 075200 modifications. The actual revised specification will be provided in an upcoming SIR Amendment and potential offerors are advised to prepare their proposal based upon the below information.

Omit 1.01 and replace with

1.01 SUMMARY

A. Work shall include, but is not limited to, the following:

1. Preparation of existing and new steel roof deck, and all flashing substrates.

2. Mechanically attached polyisocyanurate flat insulation

3. Tapered insulation and ½” gypsum cover-board in low rise insulation adhesive.

4. SBS-modified bitumen base ply cold adhesive-applied.

5. SBS-modified bitumen cap sheet cold adhesive-applied

6. SBS-modified bitumen membrane flashings cold adhesive-applied.

7. Liquid-applied, reinforced flashings.

8. All related materials and labor required to complete specified roofing necessary to receive specified manufacturer’s warranty.

Omit 1.08 and replace with

1.08 WARRANTY

A. Manufacturer's No Dollar Limit (NDL) Warranty. The manufacturer shall provide the owner with the manufacturer’s warranty providing labor and materials for 20 years from the date the warranty is issued.

B. The contractor shall guarantee the workmanship and shall provide the owner with the contractor’s warranty covering workmanship for a period of 2 years from completion date.

Omit 2.01 and replace with

2.01 PERFORMANCE REQUIREMENTS

A. MODIFIED BITUMINOUS ROOFING: Cold applied, two-ply membrane assembly, ½” cover board, R-25 iso.

B. WIND UPLIFT RESISTANCE:

1. Performance testing shall be in accordance with ANSI/FM 4474, FM 4450, FM 4470, UL 580 or UL 1897.

a. Roof System Design Pressures: Calculated in accordance with ASCE 7, or applicable standard, for the specified roof system attachment requirements.

b. Approval Rating:

i. FM 1-90

C. FIRE CLASSIFICATION:

1. Performance testing shall be in accordance with UL 790, ASTM E108, FM 4450 or FM 4470 to meet the ¼”:12 roof slope requirement.

a. Meets requirements of UL Class A or FM Class A.

2. Performance testing shall be in accordance with UL 1256, FM 4450 or FM 4470 to meet the specified requirements for interior flame spread and fuel contribution.

a. Meets requirements of UL 1256, or FM Class 1.

D. ROOF SLOPE:

1. Finished roof slope for SBS modified bitumen surfaces shall be ¼ inch per foot (2 percent) minimum for roof drainage.

E. IMPACT RESISTANCE:

1. Performance testing for impact resistance shall be in accordance with FM 4450, FM 4470, ASTM D3746 or CGSB 37-GP 56M to meet the specified impact resistance requirements.

a. Meets requirements for FM-SH (Severe Hail), ASTM D3746, or CGSB 37-

GP 56M.

F. CYCLIC FATIGUE:

1. The roof system shall pass ASTM D5849 Standard Test Method for Evaluating

Resistance of Modified Bituminous Roofing Membrane to Cyclic Fatigue (Joint Displacement). Passing results shall show no signs of cracking, splitting or tearing over the joint.

a. Roof system shall pass Test Condition 5, tested at -4°F (-20°C) in accordance with ASTM D5849.

G. ENERGY CONSERVATION REQUIREMENTS:

1. Polyisocyanurate Insulation "R" Value: Shall be determined in accordance with

ASTM C1289-11a.

2. Thermal Resistance ‘R’ for the specified roof insulation system shall include the continuous insulation (ci) above the roof deck.

a. Total Thermal Resistance R Value, continuous insulation (ci) above-deck:

R(25)

Omit 2.02 through 2.06 and replace with

2.02 SBS-MODIFIED BITUMEN MEMBRANES

A. BASE PLY:

1. FIELD BASE PLY, COLD ADHESIVE:

a. SBS-modified bitumen membrane sanded on both top and bottom surfaces. Non-woven polyester reinforcement. Meets or exceeds ASTM D6163, Type I, Grade S, per ASTM D5147 test methods:

i. Thickness: 87 mils

ii. Peak load @ 0°F, lbf/in.

a) MD 100 lbf/in, XMD 90 lbf/in

iii. Elongation at peak load @ 0°F, lbf/in:

a) MD 4%, XMD 4%

iv. Ultimate Elongation @ 73.4°F, lbf/in:

a) MD 45%, XMD 45%

v. Tear Strength @ 73.4°F, lbf:

a) MD 60 lbf, XMD 60 lbf

vi. Low temperature flexibility, °F:

a) MD/XMD: -15°F

2. FLASHING BASE PLY, COLD ADHESIVE:

a. SBS-modified bitumen membrane with sand on the bottom surface and plastic burn-off film on the top surface for heat-welding side and end-laps and heat welding sheets above. Non-woven polyester reinforcement.

Meets or exceeds ASTM D6164, Type I, Grade S, per ASTM D5147 test methods:

i. Thickness: 97 mils

ii. Peak load @ 0°F, lbf/in.

a) MD 110 lbf/in, XMD 85 lbf/in

iii. Elongation at peak load @ 0°F, lbf/in:

a) MD 35%, XMD 40%

iv. Ultimate Elongation @ 73.4°F, lbf/in:

a) MD 60%, XMD 65%

v. Tear Strength @ 73.4°F, lbf:

a) MD 125 lbf, XMD 85 lbf

vi. Low temperature flexibility, °F:

a) MD/XMD: -15°F

B. CAP SHEET:

1. FIELD CAP SHEET, COLD ADHESIVE APPLIED:

a. SBS-modified bitumen membrane Cap Sheet with a sanded bottom surface and mineral granule top surface. Glass fiber reinforced. UL Class A for low-slope (LS) roof applications. Meets or exceeds ASTM D6163, Type I, Grade G, per ASTM D5147 test methods: Thickness: 138 mils

i. Peak load @ 0°F, lbf/in.

a) MD 110 lbf/in, XMD 95 lbf/in

ii. Elongation at peak load @ 0°F, lbf/in:

a) MD 4%, XMD 4%

iii. Ultimate Elongation @ 73.4°F, lbf/in:

a) MD 50%, XMD 50%

iv. Tear Strength @ 73.4°F, lbf:

a) MD 60 lbf, XMD 60 lbf

v. Low temperature flexibility, °F:

a) MD/XMD: -15°F

vi. Granule Surfacing:

a) White mineral granules.

2. FLASHING CAP SHEET, EAT WELDED:

a. SBS-modified bitumen membrane Cap Sheet with a plastic burn-off film bottom surface and aluminum foil-clad top surface. Glass grid reinforced.

All SBS modified bitumen foil-clad membrane and flashing sheets shall be manufactured by the supplier. Meets or exceeds ASTM D6298, per ASTM D5147 test methods:

i. Thickness: 157 mils

ii. Peak load @ 0°F, lbf/in.

a) MD 200 lbf/in, XMD 175 lbf/in

iii. Elongation at peak load @ 0°F, lbf/in:

a) MD 10%, XMD 10%

iv. Ultimate Elongation @ 73.4°F, lbf/in:

a) MD 50%, XMD 50%

v. Tear Strength @ 73.4°F, lbf:

a) MD 190 lbf, XMD 205 lbf

vi. Low temperature flexibility, °F:

a) MD/XMD: -15°F

vii. Aluminum foil-clad surfacing listed by the Cool Roof Rating Council (CRRC) and EPA EnergyStar Approved:

2.03 THERMAL INSULATION SYSTEM

A. RIGID ISNAULTAION

1. POLYISOCYANRATE INSULATION

a. Closed cell polyisocyanurate foam core bonded on each side to a glass fiber-reinforced felt facer.

i. Thickness: 1.5 in minimum board thickness. Total thickness to meet specified insulation system thermal resistance ‘R’ value

ii. Dimensions: 4 x 4 ft or 4 x 8 ft boards

b. Meets or exceeds ASTM C1289, Type II, Class 1, Grade 2 (20 psi).

2. Closed cell polyisocyanurate foam core bonded on each side to a glass fiber-reinforced felt facer, tapered to provide slope.

i. Taper: ¼ in per foot. Insulation, crickets and saddles provided with taper as required for positive roof slope.

ii. Dimensions: 4 x 4 ft boards

3. Meets or exceeds ASTM C1289, Type II, Class 1, Grade 2 (20 psi).

B. COVER-BOARD

1. GYPSUM ROOF BOARD

a. National Gypsum Company, DEXcell FA Glass Mat Roof Board:

i. Gypsum core, glass fiber-faced, roof board:

ii. Thickness: 1/2 in

iii. Dimensions: 4 x 4 ft or 4 x 8 ft boards

iv. Facer: Glass fiber.

v. Meets or exceeds ASTM C1177/C1177M.

2.04 ACCESSORIES

A. POLYURETHANE FOAM INSULATION ADHESIVE

a. Two-component, polyurethane foam insulation adhesive, applied in ribbons from cartridges or two-component bulk packaging with pump-driven delivery system.

i. Ribbon size: 1/2 in to 3/4 in wide.

ii. Ribbon spacing: As required to meet specified wind uplift resistance performance.

a) Field of Roof (Zone 1): 12 in on-centers

b) Perimeter of Roof (Zone 2): 6 in on-centers

c) Corners of Roof (Zone 3): 4 in on-centers

B. INSULATION FASTENERS AND PLATES

1. #14 MP FASTENER and SOPREMA 3 IN INSULATION PLATE: Insulation system fasteners and metal stress plates.

C. PRIMERS:

1. Asphalt cut-back primer. Primer for the preparation of membrane substrates for asphalt, heat-welded, hot asphalt and COLPLY ADHESIVE, solvent-based, cold adhesive-applied and cement applications.

a. Meets or exceeds ASTM D41

D. FLASHING CEMENT

1. SBS-modified bitumen membrane flashing cement for use with sanded base ply flashing and granule-surfaced Cap Sheet flashing.

a. Meets or exceeds ASTM D4586

2. Premium , non-toxic, low-odor, solvent-free, polymeric membrane flashing cement for use with sanded base ply and all sanded Cap Sheet flashing applications.

a. For adhering membranes that will receive PMMA flashing resin

E. GENERAL PURPOSE ROOFING CEMENT AND MASTIC

1. SBS Mastic. Fiber-reinforced, roofing cement. General purpose roofing cement for low-slope roofing used for sealing membrane T-joints and membrane edges along terminations, transitions and at roof penetrations.

a. Meets or exceeds ASTM D4586, Type I, Class II.

F. GENERAL PURPOSE SEALANT

1. General purpose, paintable, gun-grade, elastomeric, polyether moisture curing sealant for sealing SBS membrane terminations, Kynar 500 PVDF, horizontal and vertical construction joints.

a. Meets or exceeds ASTM C920, Type S, Grade NS, Class 50.

G. LIQUID-APPLIED REINFORCED FLASHING SYSTEM:

1. Catalyzed polymethyl methacrylate (PMMA) resin with polyester reinforcing fleece fabric fully embedded into the resin to form fully-reinforced waterproofing membrane flashings.

a. Reactive agent added to the PMMA liquid resin to induce curing.

b. Polyester reinforcement fabric.

c. Color: White

H. MINERAL GRANULES:

1. No. 11, mineral coated colored granules, color to match cap sheet, supplied by membrane cap sheet manufacturer.

I. WALKWAY PROTECTION:

1. SOPREMA SOPRAWALK: Polyester reinforced SBS modified bitumen walkway protection with a granule surface and sanded underside.

a. Thickness: 200 mils

b. Width: 39.4 in

c. Granule Surfacing:

i. Color: grey Omit 3.02 and replace with

3.02 INSULATION APPLICATION

A. Fasten insulation to the deck using specified insulation fasteners and plates.

B. Evenly distribute fasteners as required by the board manufacturer’s published requirements.

C. Fasten the insulation to meet the specified wind uplift resistance performance requirements and warranty requirements.

D. For insulation and Cover-boards located partially within the defined perimeter and/or corners, install fastening for the entire board as specified herein.

3.03 COVER BOARD APPLICATION

A. Apply the specified two-component insulation adhesive to adhere Cover-board to the deck and insulation substrate(s).

B. Follow insulation adhesive product data sheets and published general requirements for installation requirements.

C. Apply insulation adhesive in uniform ribbons, 1/2 in to 3/4 in wide.

D. Immediately install insulation components into insulation adhesive, and apply weight to ensure the materials maintain full contact with all ribbons for complete adhesion. Do not allow insulation adhesive to skin-over before placing the insulation materials into the adhesive.

E. Adhere the insulation system to meet the specified wind uplift resistance performance and specified warranty requirements.

F. Minimum insulation adhesive ribbon spacing:

1. Field of Roof (Zone 1): 12 in on-centers.

2. Perimeter of Roof (Zone 2): 6 in on-centers.

3. Corners of Roof (Zone 3): 4 in on-centers.

Question 47: The interior finish material color legend on sheet AF601 refers to window coverings. There is no information on where window coverings are required. There is no window covering specification.

Answer 47: Window coverings are no longer in the scope of the project.

Question 48: Can please clarify the following: It states hard copy of Bonds (original) are to be received by the due date of RFP. Since the FAA is working remotely are we still required to send the hard copy (original)?

Answer 48: Yes, the FAA would like a hard copy of the bond in additional to an electronic copy of the bond.

Question 49: Per the demo phases, we will be working on a certain areas but the entire building is fed from the same fire suppression system riser. Will the system have to be drained down and filled up every day to maintain an active system while we are not on site. Please confirm.

Answer 49: The fire suppression system will not need to remain operational in the occupied portions of the building at all times. The Contractor will be responsible for coordinating with AMP to provide detection and monitoring systems, including AMP fire watches during this process.

Question 50: Per plans, we will demo the entire old fire suppression system and run a brand new system with a new riser. How do we plan to do this in phases and maintain an active building? Once all areas are demolished there will be no coverage until the new system is 100% complete and active.

Answer 50: Replacement of the fire suppression system shall be phased such that occupied portions of the facility are protected during construction. Where approved by the owner and AHJ, it is acceptable to provide alternate means of protection during construction. The existing building has two separate fire sprinkler systems (split at approximately Grid 6), fed from two risers (one near D/2, one near A/7), refer FX115.

This aligns fairly closely with Phase 1 / Phase 2 limits of construction. Since applicable code limits the maximum size of a single sprinkler system to 52,000 ft², with some exceptions, and the final building size exceeds that limit, it is anticipated that the final work will require multiple systems. It is the Contractor’s responsibility to determine the layout and phasing of those systems to best achieve the project objectives.

Question 51: In regards to the window elevation 21, what is the applied film indicated on the glass SG5? Since this matches the furniture system will they install the film as well?

Answer 51: Contractor to provide and install surface film (similar to Designtex “Bespoke”), single color, pattern TBD.

Question 52: Are specification section 05 70 00 BSD-Decorative Metal and 05 78 00 LWPB – Custom Graphic Metal Panel System both referring to the perforated metal panel at the exterior canopies? Is section 05 78 00 only for the artwork on the panels?

Answer 52: Yes, Yes

Question 53: Are specification section 05 70 00 BSD-Decorative Metal and 05 78 00 LWPB – Custom Graphic Metal Panel System both referring to the perforated metal panel at the exterior canopies? Is section 05 78 00 only for the artwork on the panels?

Answer 53: See response to Question 52

Question 54: Are all low voltage systems required to be in 100% conduit? Or can low voltage systems utilize conduit stubbed out to a cable tray system?

Answer 54: Low voltage systems are required to be in 100% conduit.

Question 55: Can all low voltage systems share a cable tray?

Answer 55: Low voltage systems are required to be in 100% conduit.

Question 56: Sheet AD218: Along column line 2 and between A.5 and D, note W11 mentions to demolish CMU partitions and GWB furring. Wall section 1 on sheet AE618 shows a cut section through this area. Are we to demolish CMU only up 10’ above finish floor along the entire column line? If so, is there existing structure supporting the remaining CMU above?

Answer 56: According to the existing drawings, W11 CMU to be demolished along grid 2 from A.5 to D is approximately 10’-0” high partition infill from slab to bottom of existing concrete structure at low roof. Existing CMU shown above in wall section 1/AE618 bears on existing 13” x 36” concrete beam.

Question 57: The Plumbing Spec seems to have enough of the information needed, but the HVAC Duct (230713) only lists the Outside Air Ducts and Mixed Air Plenums to receive insulation, what will the S/A and R/A require? The HVAC Equip. (23016) and HVAC Pipe (230719) lists all of the Equip. & Pipe Systems but no schedule of materials or thicknesses. There appears to be quite a bit of exposed areas on this project as well and that is not addressed in any of the spec. sections. Will the exposed ducts receive external insulation, will they be lined or is no insulation required?

Answer 57: Please see response to Question 14 in Amendment 0003.

Technical Specification ISSUED FOR CONSTRUCTION

DTFAAC-16-D-00036 08 7100 - 1 DOOR HARDWARE

FAA BMB Renovation Type B AMENDMENT 004 07/16/2020

SECTION 08 7100

DOOR HARDWARE

PART 1 - GENERAL 1.01 RELATED DOCUMENTS

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

Conditions and Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes commercial door hardware for the following:

1. Swinging doors.

2. Sliding doors.

3. 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 - Openings

D. Codes and References: Comply with the version year in use at the date of Contract.

1. ANSI A117.1 - Accessible and Usable Buildings and Facilities.

2. FEMA P-361 2015 - Design and Construction Guidance for Community Safe Rooms.

3. ICC 500-2014, ICC/NSSA Standard for the Design and Construction of Storm Shelters.

4. ICC/IBC - International Building Code.

5. NFPA 70 - National Electrical Code.

6. NFPA 80 - Fire Doors and Windows.

7. NFPA 101 - Life Safety Code.

8. NFPA 105 - Installation of Smoke Door Assemblies.

9. State Building Codes, Local Amendments.

E. Standards: All hardware specified herein shall comply with the following industry standards:

1. ANSI/BHMA Certified Product Standards - A156 Series

2. UL10C - Positive Pressure Fire Tests of Door Assemblies

1.03 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 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 DHI'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.

DTFAAC-16-D-00036 08 7100 - 2 DOOR HARDWARE

FAA BMB Renovation Type B AMENDMENT 004 07/16/2020

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 Division 01, Closeout Submittals.

1.04 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 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.

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.

DTFAAC-16-D-00036 08 7100 - 3 DOOR HARDWARE

FAA BMB Renovation Type B AMENDMENT 004 07/16/2020

4. Installation of permanent keys, cylinder cores and software.

5. Address and requirements for delivery of keys.

G. Pre-Submittal Conference: Conduct coordination conference in compliance with requirements in Division 01 Section "Project Meetings" with attendance by representatives of Supplier(s), Installer(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.

1.05 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".

1.06 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.

1.07 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.

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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. Five years for exit hardware.

3. Twenty five years for manual surface door closer bodies.

1.08 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 2.01 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:

1. 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.

C. Substitutions: Requests for substitution and product approval for inclusive mechanical and electromechanical door hardware in compliance with the specifications must be submitted in writing and in accordance with the procedures and time frames outlined in Division 01, Substitution Procedures. Approval of requests is at the discretion of the architect, owner, and their designated consultants.

2.02 HANGING DEVICES

A. Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles and other options as specified in the Door Hardware Sets.

1. Quantity: Provide the following hinge quantity:

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:

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. Manufacturers:

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a. McKinney Products (MCK)

b. Ives (IVE)

c. Hager Companies (HAG)

d. Stanley (STA)

e. Bommer Industries (BOM)

B. Continuous Geared Hinges: ANSI/BHMA A156.26 Grade 1-600 certified continuous geared hinge. with minimum 0.120-inch thick extruded 6060 T6 aluminum alloy hinge leaves and a minimum overall width of 4 inches. Hinges are non-handed, reversible and fabricated to template screw locations. Factory trim hinges to suit door height and prepare for electrical cut-outs.

1. Manufacturers:

a. Pemko Products (PMK)

b. Ives (IVE)

c. Stanley (STA)

d. Bommer Industries (BOM)

2.03 DOOR OPERATING TRIM

A. Door Push Plates and Pulls: ANSI/BHMA A156.6 certified door pushes and pulls of type and design specified in the Hardware Sets. Coordinate and provide proper width and height as required where conflicting hardware dictates.

1. Push/Pull Plates: Minimum .050 inch thick, size as indicated in hardware sets, with beveled edges, secured with exposed screws unless otherwise indicated.

2. Door Pull and Push Bar Design: Size, shape, and material as indicated in the hardware sets. Minimum clearance of 2 1/2-inches from face of door unless otherwise indicated.

3. Fasteners: Provide manufacturer's designated fastener type as indicated in Hardware

Sets.

4. Manufacturers:

a. Rockwood Products (RKW)

b. Hager Companies (HAG)

c. Ives (IVE)

2.04 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.

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

1. Manufacturers:

a. Best Access Systems (BST)

b. No Substitution.

C. Cylinders: ANSI/BHMA A156.5 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: Match Facility Restricted Keyway.

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.

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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.

2.05 MECHANICAL LOCKS AND LATCHING DEVICES

A. Mortise Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.13, 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. Manufacturers:

a. Best Access Systems, 45H Series with 7-pin cores.

b. No Substitutions.

B. Multi-Point Locksets, FEMA: Three-point locking system device engineered for in-swinging and out-swinging door applications on windstorm safe shelter rooms. Extra heavy duty steel component construction securing the door to the frame at top, bottom and center latch positions. All three latching points are automatically activated when the device is locked. Multi- Point Deadlocking System shall be used only with doors, frames and associated hardware that have been engineered, tested and approved for a complete opening assembly system.

1. ANSI/BHMA listed to A156.37 Grade 1 for multi-point locks:

a. Lever torque to retract all bolts less than 28 in.lb.

b. Cycle tested to 800,000 cycles.

2. NFPA 80 and NFPA 101 life safety requirements.

3. UL10B or UL10C, 3-hour fire rated openings.

4. Latchbolt Construction:

a. Center Bolt to be one piece, ¾” throw anti-friction stainless steel latch and one piece, 1” throw, hardened stainless steel deadbolt; 2-3/4” standard backset.

b. Top and Bottom Bolts to be ¾” x ¾” stainless steel square latchbolt with ¾” projection.

5. Independent top and bottom bolt projection shall be field adjustable:

a. From the center mortise pocket.

b. Ability to make field adjustments while the door is in the hung position without the removal of the door.

c. Top and Bottom Bolts and the Center Mortise Case shall be factory installed into the door assembly.

6. Bottom strike shall be offset and reversible to accommodate alignment issues due to rough opening tolerances.

7. Devices must be able to accommodate sectional rose and lever trim to match the design style and architectural finishes of the balance of the lockset and latches as specified.

8. Devices must be available with electronic access control options for higher or everyday use and traceability.

9. Devices must be available with rod-dogging indicator options:

a. Operated by single-point latching for non-emergency or normal use of the space.

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b. Ability to hold rods in a retracted state.

c. Day-to-day operations with mortise lock only.

d. Indicator to show status.

10. Manufacturers:

a. Corbin Russwin Hardware (CRU) - FE6600 Series.

b. Sargent Manufacturing (SAR) - FM7300 Series.

c. Schlage (SCH) – LM9300 Series.

2.06 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: ANSI/BHMA A156.13.

2. Strikes for Bored Locks and Latches: ANSI/BHMA A156.2.

3. Strikes for Auxiliary Deadlocks: ANSI/BHMA A156.36.

4. Dustproof Strikes and Flush Bolts: ANSI/BHMA A156.16.

i Manufacturers:

1 Rockwood Products (RKW) 2 Hager Companies (HAG) 3 Ives (IVE)

2.07 CONVENTIONAL EXIT DEVICES

A. General Requirements: All exit devices specified herein shall meet or exceed the following criteria:

1. At doors not requiring a fire rating, provide devices complying with NFPA 101 and listed and labeled for "Panic Hardware" according to UL305. Provide proper fasteners as required by manufacturer including sex nuts and bolts at openings specified in the Hardware Sets.

2. Where exit devices are required on fire rated doors, provide devices complying with NFPA 80 and with UL labeling indicating "Fire Exit Hardware". Provide devices with the proper fasteners for installation as tested and listed by UL. Consult manufacturer’s catalog and template book for specific requirements.

3. Except on fire rated doors, provide exit devices with hex key dogging device to hold the pushbar and latch in a retracted position. Provide optional keyed cylinder dogging on devices where specified in Hardware Sets.

4. Devices must fit flat against the door face with no gap that permits unauthorized dogging of the push bar. The addition of filler strips is required in any case where the door light extends behind the device as in a full glass configuration.

5. Lever Operating Trim: Where exit devices require lever trim, furnish manufacturer's heavy duty escutcheon trim with threaded studs for thru-bolts.

a. Lock Trim Design: As indicated in Hardware Sets, provide finishes and designs to match that of the specified locksets.

b. Where function of exit device requires a cylinder, provide a cylinder (Rim or Mortise) as specified in Hardware Sets.

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6. Vertical Rod Exit Devices: Where surface or concealed vertical rod exit devices are used at interior openings, provide as less bottom rod (LBR) unless otherwise indicated. Provide dust proof strikes where thermal pins are required to project into the floor.

7. Narrow Stile Applications: At doors constructed with narrow stiles, or as specified in Hardware Sets, provide devices designed for maximum 2” wide stiles.

8. Dummy Push Bar: Nonfunctioning push bar matching functional push bar.

9. Rail Sizing: Provide exit device rails factory sized for proper door width application.

10. Through Bolt Installation: For exit devices and trim as indicated in Door Hardware Sets.

B. Conventional Push Rail Exit Devices (Heavy Duty): ANSI/BHMA A156.3, Grade 1 certified panic and fire exit hardware devices furnished in the functions specified in the Hardware Sets.

Exit device latch to be stainless steel, pullman type, with deadlock feature.

1. Manufacturers:

a. Von Duprin (VON)

b. No Substitutions.

C. Tube Steel Removable Mullions: ANSI/BHMA A156.3 removable steel mullions with malleable-iron top and bottom retainers and a primed paint finish.

1. Provide keyed removable feature where specified in the Hardware Sets.

2. Provide stabilizers and mounting brackets as required.

3. Provide electrical quick connection wiring options as specified in the hardware sets.

4. Manufacturers:

a. Von Duprin (VON)

b. No Substitutions.

2.08 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-10C 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/A117.1.

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.

B. Door Closers, Surface Mounted (Large Body Cast Iron): 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 body construction, with adjustable backcheck and separate non-critical valves for closing sweep and latch speed control.

1. Manufacturers:

a. LCN (LCN)

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b. No Substitutions.

C. 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. Manufacturers: For FEMA Door

a. LCN (LCN).

b. No Substitutions.

D. Door Closers, Surface Mounted (Unitrol): Unitrol arms to have door stop mechanism to absorb dead stop shock on arm and top hinge. Hold-open arms to have a spring loaded mechanism in addition to shock absorber assembly. Arms to be provided with rigid steel main arm and secondary arm lengths proportional to the door width.

1. Manufacturers:

a. LCN (LCN)

b. No Substitutions.

2.09 ARCHITECTURAL TRIM

A. Door Protective Trim

1. General: Door protective trim units to be of type and design as specified below or in the Hardware Sets.

2. Size: Fabricate protection plates (kick, armor, or mop) not more than 2" less than door width (LDW) on stop side of single doors and 1” LDW on stop side of pairs of doors, and not more than 1" less than door width on pull side. Coordinate and provide proper width and height as required where conflicting hardware dictates. Height to be as specified in the Hardware Sets.

3. Where plates are applied to fire rated doors with the top of the plate more than 16” above the bottom of the door, provide plates complying with NFPA 80. Consult manufacturer’s catalog and template book for specific requirements for size and applications.

4. Protection Plates: ANSI/BHMA A156.6 certified protection plates (kick, armor, or mop), fabricated from the following:

a. Stainless Steel: 300 grade, 050-inch thick.

5. Options and fasteners: Provide manufacturer's designated fastener type as specified in the Hardware Sets. Provide countersunk screw holes.

6. Manufacturers:

a. Rockwood Products (RKW)

b. Hager Companies (HAG)

c. Ives (IVE)

2.10 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 A156.16, 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. Manufacturers, Floor and Wall Stops:

a. Rockwood Products (RKW)

b. Hager Companies (HAG)

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