36C24922R0091 Amendment 0002 RFI Reno PMRS Attachment.pdf

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Y1DA--36C249-22-AP-3684 - 626A4-21-101 - Renovate & Expand PMRS
Solicitation number
36C24922R0091
Issued by

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This is a presolicitation notice for a construction services contract to renovate and expand physical medicine rehabilitation services at the Alvin C. York VA Medical Center in Murfreesboro, Tennessee. The project budget is between $2 million to $5 million, with a NAICS code of 236220. The opportunity is set aside 100% for Service-Disabled Veteran-Owned Small Businesses. Proposals are due on or around August 24, 2022. Offerors must be verified as SDVOSBs by the VA Center for Veterans Enterprise by the time of proposal submission.

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DEMO NOTES

DEMOLITION NOTE: NOTES BELOW APPLY TO ENTIRETY OF FLOOR, ALSO COORDINATE

DEMOLITION WITH MEP

1. PREPARE FOR AND ABATE ASBESTOS AND LEAD PAINT AS REQUIRED. COORDINATE WITH

FACILITY ON LOCATIONS OF HAZARDOUS MATERIALS. SEE ABATEMENT PLANS SHEETS

GI 03.01-GI 03.04 AND FULL ASBESTOS REPORT IN SPECIFICATIONS.

2. REMOVE EXSITING GYP. BD/PLASTER/ AND FURR WALLS ON ALL EXTERIOR WALLS TO

EXISTING BLOCK. PREP BLOCK TO RECEIVE NEW WALL AS SCHEDULED

3. REMOVE PARTITIONS AS INDICATED BY DASHED LINES ENTIRELY FROM FLOOR TO HIGHEST

POINT. REMOVE ALL APPURTENANCES AND DISCONNECT ALL MOUNTED SERVICES. TYPICAL

AT ALL RED DASHED LINES

4. REMOVE ALL PLUMBING FIXTURES, FAUCETS, FITTINGS, TOILET PARTITIONS, AND

ACCESSORIES AS INDICATED. CAP UTILITIES PER MEP REQUIREMENTS (SEE PLUMBING)

5. REMOVE EXISTING ACOUSTICAL AND HARD CEILING, INCLUDING FRAMING, DRYWALL,

SUSPENSION GRID, TILES, WALL ANGLES, SUSPENSION WIRES, LIGHTS, FIXTURES, EXIT

SIGNS, AIR DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, TRACKS, EQUIPMENT, ETC.

COORDINATE WITH RELATED TRADES FOR SCOPE OF DEMOLITION. PREPARE AREA TO

RECEIVE NEW CEILING WHERE APPLICABLE. REF RCP AND FINISH PLAN. TYPICAL TO ALL

CEILINGS WITHIN INDICATED SCOPE OF WORK

6. REMOVE EXISTING FLOOR FINISHES COMPLETELY TO EXISTING CONCRETE FLOOR SLAB,

INCLUDING MASTIC, ADHESIVE AND WALL BASE. PATCH AND LEVEL SLAB AS REQUIRED TO

RECEIVE NEW FLOOR FINISHES. TYPICAL WITHIN INDICATED SCOPE OF WORK

7. REMOVE EXISTING FLOOR TILE AND CHIP OUT GROUT. PATCH AND LEVEL SLAB AS

REQUIRED TO RECEIVE NEW FLOOR FINISHES.

8. REMOVE ENTIRE DOOR ASSEMBLIES AS INDICATED. INCLUDING LEAVES, FRAME AND

HARDWARE TYPICAL WITHIN SCOPE OF WORK

9. REMOVE EXISTING WALL COVERINGS, ADHESIVES, AND FINISHES.

10. REMOVE EXISTING CASEWORK. TYPICAL WITHIN SCOPE OF WORK

11. PREP ANY EXPOSED EXISTING WALL TO REMAIN FOR NEW PAINT.

12. REMOVE EXISTING WINDOWS WITHIN PROJECT SCOPE OF WORK AND PREPARE OPENING

FOR NEW REPLACEMENT WINDOWS.

13. REMOVE WINDOW SILLS ON ALL EXTERIOR WINDOWS WITHIN THE SCOPE OF WORK,

PREPARE FOR NEW SOLID SURFACE SILLS

14. REMOVE EXISTING TERAZZO COVE BASE IN CORRIDORS BEING RENOVATED.

DEMO LEGEND

WALL TO BE DEMOLISHED

DOOR/FRAME TO BE DEMOLISHED

EXISTING PARTITION TO REMAIN

PLUMBING FIXTURES TO BE DEMOLISHED

EA EA

EB EB

ED ED

EE EE

EI EI

EK EK

EL

EL

EM

EM

EN EN

EO EO

EP EP

EQ EQ

ER ER

ES ES

ET ET

EU EU

EV EV

EW EW

E1

E2

E2

E3A

E4

E5A E6

E7

E7

E8

E8

E9

E9

E10

E10

E11

E11 E12

E13

E15

E16

E17

E18 E20

E21

E-22

E-22

E23

E23

E24

E24

E25

E25

E26

E26

E27

E27

E28

E28

E29

E29 E30

E31

E31

E32

E32

EH EH

EFEF

SECURITY MONIT.

(E)G06

SECURITY MONIT.

(E)G07

PHAR. STOR.

(E)G05A

PHARM.OFFICES

(E)G05

ELEC/SWITCH.

(E)G08

STAIR

G12

ELECTRICAL

(E)G09

BIO-MED STOR.

(E)G27D

BIO-MED REPAIR

(E)G27

OFFICE

(E)G27C

OFFICE

(E)G27B

BIO-MED REC.

(E)G27A

VACANT

(E)G26

RECEPTION

(E)G21

TEAM

(E)G23

TREATMENT

(E)G22

HAC

G-18

E-X E-X

E-YE-Y

E-Z E-Z

E-AA E-AA

E-BB E-BB

E-CC E-CC

E-DD E-DD

E-EEE-EE

E-FF E-FF

E-GGE-GG

08.5008.51

05.40

05.40

03.20 08.50

08.50

02.48

08.50

08.50

08.50

08.50

08.5008.50

08.50

08.50

08.50

08.50

08.50

08.50

08.50

08.50

08.50 08.50 08.50 08.50

08.50

08.50 08.50

08.50

08.50 08.50 08.50 08.50

08.50

08.5008.5008.5008.5008.5008.50

08.50

08.50

08.50

08.5008.50

08.50

08.50

08.50

08.50

01.03

02.10

02.10

02.10

02.10

02.11

02.11

02.11

02.11

02.11

02.11

02.11

02.11

02.11

02.11

02.11

02.11

02.37

02.37

02.37

02.15

02.15

02.54

02.13

02.12

02.54

02.54

02.54

02.13

02.12

02.15

02.15

02.15

02.15

02.1502.15 02.15

02.1502.54

02.15

02.15

02.15

02.15

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CD DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

AREA A

AREA B

AREA C

AREA D

B

IM

/T

V H

S

A lv in C

Y o rk

V A

P

M R

S /2

A

R C

H -P

R O

J E

C T

C E

N T

R A

L .r v t

/2

/2

:2

:3

A

M

AD 01.01

BASEMENT DEMOLITION PLAN RENOVATE & EXPAND PHYSICAL

MEDICINE AND REHAB. SERVICES

RFMARCH 2, 2022

626A4-21-101

MC

0 4' 8' 12'

2. COORDINATE SCOPE OF DEMOLITION WITH THAT REQUIRED TO INSTALL EQUIPMENT PER VENDOR / COR /

ARCHITECT SPECIFICATIONS.

1. COORDINATE WITH COR ON EQUIPMENT TO BE REMOVED, DISPOSED OF, OR SALVAGED.

EQUIPMENT

3. REPAIR EXISTING SPRAY APPLIED FIRE PROOFING DISTURBED AND/OR DAMAGED DURING CONSTRUCTION.

2. THE INTEGRITY OF RELEVANT STRUCTURAL ELEMENTS SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT

DEMOLITION.

1. CONTRACTOR IS RESPONSIBLE FOR SHORING AND TEMPORARY SUPPORT OF STRUCTURE NECESSARY DUE TO

DEMOLITION.

STRUCTURAL

6. REMOVE DEAD END PIPING AND CONDUIT (FOR EXAMPLE: RISERS WITH NO FLOW, BRANCHES WITH NO FIXTURE).

EMPTY RISERS, MAINS, AND BRANCHES FOR FUTURE USE SHALL REMAIN.

5. VOIDS RESULTING FROM MPE DEMOLITION IN WALL, FLOOR, OR CEILING ASSEMBLIES TO REMAIN SHALL BE

PATCHED WITH SOLID MATERIALS MATCHING ADJACENT CONSTRUCTION.

4. REPAIR EXISTING PIPE AND DUCT INSULATION DAMAGED DURING DEMOLITION.

3. UTILITIES AND SYSTEMS IN AREAS OUTSIDE THE CONSTRUCTION LIMITS SHALL REMAIN (U.N.O.).

2. WHERE SMOKE DETECTORS AND/OR DAMPERS LOCATED IN RATED ASSEMBLIES TO REMAIN ARE REMOVED DURING DEMOLITION, NEW SMOKE DAMPERS AND/OR DETECTORS, INCLUDING ALL ELECTRICAL WIRING, SHALL BE

RE-INSTALLED AT NO COST.

1. COORDINATE REQUIRED SHUTDOWNS OF BUILDING SYSTEMS WITH THE OWNER. SHUTDOWNS SHALL BE DONE AT TIMES MOST CONVENIENT TO THE BUILDING OPERATION, SOME OF WHICH MAY BE DURING NIGHTS OR WEEKENDS.

ALL SHUTDOWNS ARE TO BE SCHEDULED A MINIMUM TWO WEEKS IN ADVANCE. PROVIDE TEMPORARY SERVICES

DURING INTERUPTIONSTOF EXISTING UTILITIES.

MPE SYSTEMS

4. COMPLY WITH REQUIREMENTS OF EPA, CODE OF FEDERAL REGULATIONS, NATIONAL EMISSIONS STANDARDS AND OSHA REGULATIONS ON HAZARDOUS MATERIALS AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL

GOVERNMENT REGULATIONS WHICH ARE INCORPORATED BY REFERENCE.

3. CONTRACTOR SHALL COORDINATE WITH COR ON RESPONSIBILITY OF REMOVAL OF HAZARDOUS MATERIALS

(KNOWN OR UNKNOWN) PRIOR TO SUBMISSION OF BID.

2. IF HAZARDOUS MATERIALS ARE SUSPECTED OR ENCOUNTERED, IMMEDIATELY SUSPEND WORK IN SUSPECTED AREA OF CONTAMINATION, WITHDRAW FROM AREA AND NOTIFY ARCHITECT/ENGINEER AND COR IN WRITING.

1. THE ARCHITECT IN NO WAY CLAIMS ANY KNOWLEDGE OR RESPONSIBILITY PERTAINING TO THE IDENTIFICATION OR

PROPER AND SAFE REMOVAL OF HAZARDOUS MATERIALS.

HAZARDOUS MATERIALS

2. DO NOT DISABLE OR DISRUPT BUILDING FIRE OR LIFE SAFETY SYSTEMS WITHOUT PRIOR WRITTEN NOTICE TO COR AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). PROVIDE A MINIMUM OF 3 DAYS NOTICE TO COR PRIOR TO

DISRUPTION. COORDINATE WITH LOCAL AHJ REGARDING NOTICE REQUIREMENTS.

1. ALL NECESSARY PATHS OF EGRESS AND EXITS SHALL BE MAINTAINED 'PROTECTED AND CLEAR' UNLESS ALTERNATE METHODS OF EGRESS ARE PROVIDED THAT ARE ACCEPTABLE TO BUILDING CODE OFFICIALS.

RELOCATE SECURITY DEVICES, FIRE ALARM ITEMS, EXIT SIGNS, AND EMERGENCY LIGHTING AS REQUIRED DUE TO

DEMOLITION OR OBSTRUCTION BY TEMPORARY PARTITIONS.

REGULATORY

2. WHERE EXISTING CONSTRUCTION IS TO BE CUT OR REMOVED, PROVIDE SMOOTH AND STRAIGHT CUT JOINTS THAT ARE STRUCTURALLY SOUND. PATCH AND REPAIR ADJOINING SURFACES TO MATCH EXISTING AND PROVIDE

IMPERCEPTIBLE TRANSITION, (U.N.O.)

● CEILINGS: REMOVE ENTIRE CEILING SYSTEM AND CEILING MOUNTED ITEMS. STORE DEVICES INTENDED

FOR RE-USE.

● WALLS: REMOVE WALL COVERING SYSTEMS SUCH AS PANELING AND VINYL WALL COVERINGS. PATCH /

REPAIR HOLES OR DAMAGED AREAS AND SKIM-COAT ENTIRE SURFACE.

● FLOORS: REMOVE FINISH TO SUB-FLOOR, CLEAN ADHESIVES AND GLUES FROM SUBSTRATE, AND PREPARE

SUBSTRATE (LEVEL AND FILL AS NEEDED).

1. WHERE NEW FINISHES ARE SCHEDULED IN EXISTING SPACES:

ARCHITECTURAL / INTERIORS

7. COORDINATE WITH COR & REMOVE ALL OBSOLETE, UNNECESSARY, OR ABANDONED ITEMS IN DEMOLITION AREAS

THAT ARE NOT APPROPRIATE TO REMAIN FOR NEW WORK.

6. EXISTING CONDITIONS TO REMAIN: DAMAGED COMPONENTS SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE VA. THIS INCLUDES DAMAGE DONE TO EXISTING SPACES ABOVE, BELOW, AND ADJACENT TO, AS

REQUIRED TO COMPLETE NEW WORK.

5. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED. RECORD EXISTING CONDITIONS BY USE OF ANY COMBINATION OF MEASURED

DRAWINGS AND PRECONSTRUCTION PHOTOGRAPHS.

4. CEASE OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS TO BE IN DANGER AND NOTIFY COR. DO NOT RESUME

OPERATIONS UNTIL DIRECTED.

3. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING

SELECTIVE DEMOLITION OPERATIONS.

2. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH FACILITY'S NORMAL OPERATIONS AND WITH ADJACENT

BUILDING AREAS.

1. PROVIDE TEMPORARY DUST PARTITIONS, SECURITY DEVICES, AND OTHER MEANS NECESSARY FOR THE PROTECTION OF OCCUPANTS WHERE TRAFFIC IN CORRIDORS AND SPACES ADJACENT TO DEMOLITION / RENOVATION WORK ARE IMPACTED. COORDINATE WITH FACILITY'S COR TO MEET ALL FACILITY OR REGULATORY

REQUIREMENTS RELATED TO PROTECTION OF OCCUPANTS.

EXISTING CONDITIONS

7. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND VENDOR (IF APPLICABLE) DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL DEMOLITION ITEMS AND INFORMATION.

6. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES.

5. REMOVED & REINSTALLED ITEMS: CLEAN & REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED USE, PACK OR CRATE AFTER CLEANING / REPAIR AND IDENTIFY CONTENTS OF CONTAINERS, PROTECT ITEMS FROM

DAMAGE DURING TRANSPORT / STORAGE, REINSTALL ITEMS IN LOCATIONS INDICATED.

4. REMOVED & SALVAGED ITEMS: CLEAN ITEMS, PACK OR CRATE AFTER CLEANING AND IDENTIFY CONTENTS OF

CONTAINERS, PROTECT AND TRANSPORT ITEMS TO FACILITY'S STORAGE AREA ON-SITE.

3. REMOVE CONSTRUCTION SHOWN DASHED ON DEMOLITION PLAN. REFERENCE LEGEND FOR MORE SPECIFIC

INFORMATION.

2. PRIOR TO START, HOLD A PRE-DEMOLITION CONFERENCE AT THE PROJECT SITE TO REVIEW METHODS AND PROCEDURES RELATED TO DEMOLITION. COORDINATE WITH COR REGARDING CONSTRUCTION ACCESS, TRANSPORTATION AND DISPOSAL OF DEBRIS, AND OTHER FACILITY REQUIREMENTS RELATED TO CONSTRUCTION.

1. COORDINATE SCOPE OF DEMOLITION WORK TO INSTALL NEW WORK SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS. (FOR EXAMPLE, IF NEW FINISHES ARE SCHEDULED FOR AN EXISTING AREA TO REMAIN, REMOVE EXISTING FINISHES PRIOR TO INSTALLATION OF NEW FINISHES EVEN IF NOT EXPLICITLY IDENTIFIED ON DEMOLITION

PLAN.)

GENERAL

GENERAL DEMOLITION NOTES

DENOTED BY A NUMBER ENCLOSED INSIDE A HEXAGON.

ONLY NOTES APPLICABLE TO THIS SHEET ARE SHOWN.

KEYNOTE SCHEDULE

02.15 REMOVE EXISTING WALL COVERING AND PREPARE WALL FOR

ADDITION OF 1/2" GYP BOARD TO RECEIVE NEW PAINT. SEE

FINISH SHEET IN 01.01B

02.37 REFER TO T-TD-01 FOR DEMOLITION OF

TELECOMMUNICATION ROOMS.

02.48 EXISTING MECH SHAFT TO BE ABANDONED AND NEW

STRUCTURAL FLOOR BE ADDED, SEE STRUCTURAL DETAIL

AND SPECIFICATIONS FOR MORE INFORMATION.

02.54 EXISTING FRAMS TO REAMIN AND BE CLEANED AND PAINTED

TO MATCH ALL NEW FRAMES. DOOR SLABS SHALL BE

REPLACED. HARDWARE TO BE REUSED

03.20 CONCRETE COLUMNS TO REMAIN - PROTECT DURING

CONSTRUCTION. TYPICAL.

05.40 EXISTING LOCKERS TO BE REMOVED - STORE AS DIRECTED

BY THE VA.

08.50 EXISTING WINDOWS ARE TO BE REMOVED AND REPLACED

WITH NEW WINDOWS AS PART OF BASE BID. STORE OR

DISPOSE OF EXISTING WINDOWS AS DIRECTED BY THE VA.

ALL CAULKING, FLASHING, AND SEALANT TO BE REPLACED

WITH NEW. EXISTING STOOL TO REPLACE WITH NEW SOLID

SURFACE STOOLS.

08.51 EXISTING LOUVER UNIT TO REPLACED, COORDINATE OPEN

AREA WITH MECHANICAL DRAWINGS.

DENOTED BY A NUMBER ENCLOSED INSIDE A HEXAGON.

ONLY NOTES APPLICABLE TO THIS SHEET ARE SHOWN.

KEYNOTE SCHEDULE

01.03 COORDINATE SLAB OPENING REQUIRED WITH MECHANICAL

DRAWINGS FOR NEW EXHAUST DUCT FROM BASEMENT.

02.10 REMOVE EXISTING PLASTER HARD CEILING LID ABOVE

EXISTING ACT AND GYP BOARD CEILINGS THROUGHOUT

SCOPE OF WORK AREA. EXISTING PLENUM SPACE TO BE

CLEAR OF ALL UNNECCESSARY ITEMS TO STRUCTURAL DECK

ABOVE.

02.11 REMOVE INTERIOR LAYER OF GYPSUM BOARD/PLASTER AT

ALL EXTERIOR WALLS WITHIN THE LIMITS OF PROJECT

CONSTRUCTION, PREPARE WALL FOR INSTALLATION OF NEW

WALL - SEE NEW WORK PLANS.

02.12 REMOVE EXISTING ACOUSTICAL AND HARD CEILING,

INCLUDING FRAMING, DRYWALL, SUSPENSION GRID, TILES,

WALL ANGLES, SUSPENSION WIRES, LIGHTS, FIXTURES, EXIT

SIGNS, AIR DIFFUSERS, GRILLES, SPEAKERS, SMOKE

DETECTORS, TRACKS, EQUIPMENT, ETC. COORDINATE WITH

RELATED TRADES FOR SCOPE OF DEMOLITION. PREPARE

AREA TO RECEIVE NEW CEILING WHERE APPLICABLE. REF

RCP AND FINISH PLAN. TYPICAL TO ALL CEILINGS

THROUGHOUT FLOOR

02.13 REMOVE EXISTING FLOOR FINISHES COMPLETELY TO

EXISTING CONCRETE FLOOR SLAB, INCLUDING MASTIC,

ADHESIVE AND WALL BASE. PATCH AND LEVEL SLAB AS

REQUIRED TO RECEIVE NEW FLOOR FINISHES. TYPICAL

THROUGHOUT FLOOR

1/8" = 1'-0"

1 BASEMENT FLOOR DEMO PLAN

Revisions: Date:

CMU walls will have a combination of tile, wall protection or drywall.

atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Pen atraylor Text Box walls highlighted in yellow represent CMU block walls - all other walls to be demoed will be metal stud with drywall /plaster

Renovate and Expand Physical Medicine and Rehabilitation Services

Alvin. C. York VAMC - TVHS

Murfreesboro, TN

VA Project Number 626A4-21-101

08 71 00-1

SECTION 08 71 00

DOOR HARDWARE

PART 1 - GENERAL

1.1 DESCRIPTION

Door hardware and related items necessary for complete installation and operation of doors.

1.2 RELATED WORK

Caulking: Section 07 92 00 JOINT SEALANTS.

Application of Hardware: Section 08 14 00, WOOD DOORS Section 08 11

13, HOLLOW METAL DOORS AND FRAMES Section 08 41 13, ALUMINUM-FRAMED ENTRANCES

AND STOREFRONTS Section 08 71 13, AUTOMATIC DOOR OPERATORS Section 08 71

13.11, LOW ENERGY DOOR OPERATORS

Painting: Section 09 91 00, PAINTING.

Card Readers: Section 28 13 11, PHYSICAL ACCESS CONTROL SYSTEMS.

Electrical: Division 26, ELECTRICAL.

Fire Detection: Section 28 31 00, FIRE DETECTION AND ALARM.

1.3 GENERAL

All hardware shall comply with ABAAS, (Architectural Barriers Act

Accessibility Standard) unless specified otherwise.

Provide rated door hardware assemblies where required by most current version of the International Building Code (IBC).

Hardware for Labeled Fire Doors and Exit Doors: Conform to requirements of NFPA 80 for labeled fire doors and to NFPA 101 for exit doors, as well as to other requirements specified. Provide hardware listed by UL, except where heavier materials, large size, or better grades are specified herein under paragraph HARDWARE SETS. In lieu of UL labeling and listing, test reports from a nationally recognized testing agency may be submitted showing that hardware has been tested in accordance with UL test methods and that it conforms to

NFPA requirements.

Hardware for application on metal and wood doors and frames shall be made to standard templates. Furnish templates to the fabricator of these items in sufficient time so as not to delay the construction.

The following items shall be of the same manufacturer, except as otherwise specified:

1. Mortise locksets.

08 71 00-2

2. Hinges for hollow metal and wood doors.

3. Surface applied overhead door closers.

4. Exit devices.

5. Floor closers.

1.4 WARRANTY

Automatic door operators shall be subject to the terms of FAR Clause

52.246-21, except that the Warranty period shall be two years in lieu of one year for all items except as noted below:

1. Locks, latchsets, and panic hardware: 5 years.

2. Door closers and continuous hinges: 10 years.

1.5 MAINTENANCE MANUALS

In accordance with Section 01 00 00, GENERAL REQUIREMENTS Article titled

"INSTRUCTIONS", furnish maintenance manuals and instructions on all door hardware. Provide installation instructions with the submittal documentation.

1.6 SUBMITTALS

Submittals shall be in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. Submit 6 copies of the schedule per Section 01 33

23. Submit 2 final copies of the final approved schedules to VAMC Locksmith as record copies (VISN Locksmith if the VAMC does not have a locksmith).

Hardware Schedule: AHC certified hardware consultant to prepare and submit hardware schedule in the following form:

Hardware Item

Quantity Size Reference Publication Type No.

Finish Mfr.

Name and Catalog No.

Key Control Symbols

UL Mark (if fire rated and listed)

ANSI/BHMA

Finish Designation

Samples and Manufacturers' Literature:

1. Samples: All hardware items (proposed for the project) that have not been previously approved by Builders Hardware Manufacturers

Association shall be submitted for approval. Tag and mark all items with manufacturer's name, catalog number and project number.

08 71 00-3

2. Samples are not required for hardware listed in the specifications by manufacturer's catalog number, if the contractor proposes to use the manufacturer's product specified.

Certificate of Compliance and Test Reports: Submit certificates that hardware conforms to the requirements specified herein. Certificates shall be accompanied by copies of reports as referenced. The testing shall have been conducted either in the manufacturer's plant and certified by an independent testing laboratory or conducted in an independent laboratory, within four years of submittal of reports for approval.

1.7 DELIVERY AND MARKING

Deliver items of hardware to job site in their original containers, complete with necessary appurtenances including screws, keys, and instructions. Tag one of each different item of hardware and deliver to COR for reference purposes. Tag shall identify items by Project Specification number and manufacturer's catalog number. These items shall remain on file in

COR's office until all other similar items have been installed in project, at which time the COR will deliver items on file to Contractor for installation in predetermined locations on the project.

1.8 PREINSTALLATION MEETING

Convene a preinstallation meeting not less than 30 days before start of installation of door hardware. Require attendance of parties directly affecting work of this section, including Contractor and Installer, Architect, Project Engineer and VA Locksmith, Hardware Consultant, and Hardware

Manufacturer’s Representative. Review the following:

1. Inspection of door hardware.

2. Job and surface readiness.

3. Coordination with other work.

4. Protection of hardware surfaces.

5. Substrate surface protection.

6. Installation.

7. Adjusting.

8. Repair.

9. Field quality control.

10. Cleaning.

08 71 00-4

1.9 INSTRUCTIONS

Hardware Set Symbols on Drawings: Except for protective plates, door stops, mutes, thresholds and the like specified herein, hardware requirements for each door are indicated on drawings by symbols. Symbols for hardware sets consist of letters (e.g., "HW") followed by a number. Each number designates a set of hardware items applicable to a door type.

Keying: All cylinders shall be keyed into existing Grand Master Key

System. Provide removable core cylinders that are removable only with a special key or tool without disassembly of knob or lockset. Cylinders shall be

7 pin type. Keying information shall be furnished at a later date by the

COR.]

Due to secure keyline, core orders shall go through Isenhour Door, Jake

Fulghum, jfulghum@isenhourdoor.com. Ship cores directly to facility; Isenhour will coordinate shipping. Set up a door and hardware meeting with facility locksmith shop.

Keying: A new Great Grandmaster key shall be established for this project. The key system shall be small format (Best size and profile) removable core type as previously described. The key blanks shall be protected by a utility patent with a minimum seven years remaining on the patent from the start of construction and protected by contract-controlled distribution.

The manufacturer shall furnish code pattern listings in both paper and electronic formats so keys may be reproduced by code.; provide electronic format in file type required by project’s key control software. The manufacturer shall design the new key system with the capacity to rekey the existing system and also provide for 25 percent expansion capability beyond this requirement. Submit a keying chart for approval showing proposed keying layout and listing expansion capacity.

1. Keying information will be furnished to the Contractor by the COR.

2. Supply information regarding key control of cylinder locks to manufacturers of equipment having cylinder type locks. Notify COR immediately when and to whom keys or keying information is supplied.

Return all such keys to the COR.

mailto:jfulghum@isenhourdoor.com

08 71 00-5

1.10 APPLICABLE PUBLICATIONS

The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. In text, hardware items are referred to by series, types, etc., listed in such specifications and standards, except as otherwise specified.

ASTM International(ASTM):

E2180-18..Standard Test Method for Determining the Activity of

Incorporated Antimicrobial Agent(s) In Polymeric or Hydrophobic Materials

American National Standards Institute/Builders Hardware Manufacturers

Association (ANSI/BHMA):

A156.1-06...............Butts and Hinges

A156.2-03...............Bored and Pre-assembled Locks and Latches

A156.3-08...............Exit Devices, Coordinators, and Auto Flush Bolts

A156.4-08...............Door Controls (Closers)

A156.5-14...............Cylinders and Input Devices for Locks.

A156.6-05...............Architectural Door Trim

A156.8-05...............Door Controls-Overhead Stops and Holders

A156.11-14..............Cabinet Locks

A156.12-05..Interconnected Locks and Latches

A156.13-05..............Mortise Locks and Latches Series 1000

A156.15-06..............Release Devices-Closer Holder, Electromagnetic and Electromechanical

A156.16-08..............Auxiliary Hardware

A156.18-06..............Materials and Finishes

A156.20-06..Strap and Tee Hinges, and Hasps

A156.21-09..............Thresholds

A156.22-05..............Door Gasketing and Edge Seal Systems

A156.23-04..............Electromagnetic Locks

A156.25-07..Electrified Locking Devices

A156.28-07..Master Keying Systems

A156.29-07..Exit Locks and Alarms

A156.30-03..High Security Cylinders

08 71 00-6

A156.31-07 .............Electric Strikes and Frame Mounted Actuators

A156.36-10..............Auxiliary Locks

A250.8-03...............Standard Steel Doors and Frames

National Fire Protection Association (NFPA):

80-10...................Fire Doors and Other Opening Protectives

101-09..................Life Safety Code

Underwriters Laboratories, Inc. (UL):

Building Materials Directory (2008)

PART 2 - PRODUCTS

2.1 BUTT HINGES

ANSI A156.1. Provide only three-knuckle hinges, except five-knuckle where the required hinge type is not available in a three-knuckle version

(e.g., some types of swing-clear hinges). The following types of butt hinges shall be used for the types of doors listed, except where otherwise specified:

1. Exterior Doors: Type A2112/A5112 for doors 900 mm (3 feet) wide or less and Type A2111/A5111 for doors over 900 mm (3 feet) wide. Hinges for exterior outswing doors shall have non-removable pins. Hinges for exterior fire-rated doors shall be of stainless steel material.

2. Interior Doors: Type A8112/A5112 for doors 900 mm (3 feet) wide or less and Type A8111/A5111 for doors over 900 mm (3 feet) wide.

Hinges for doors exposed to high humidity areas (shower rooms, toilet rooms, kitchens, janitor rooms, etc. shall be of stainless steel material.

Provide quantity and size of hinges per door leaf as follows:

1. Doors up to 1210 mm (4 feet) high: 2 hinges.

2. Doors 1210 mm (4 feet) to 2260 mm (7 feet 5 inches) high: 3 hinges minimum.

3. Doors greater than 2260 mm (7 feet 5 inches) high: 4 hinges.

4. Doors up to 900 mm (3 feet) wide, standard weight: 114 mm x 114 mm

(4-1/2 inches x 4-1/2 inches) hinges.

5. Doors over 900 mm (3 feet) to 1065 mm (3 feet 6 inches) wide, standard weight: 127 mm x 114 mm (5 inches x 4-1/2 inches).

6. Doors over 1065 mm (3 feet 6 inches) to 1210 mm (4 feet), heavy weight: 127 mm x 114 mm (5 inches x 4-1/2 inches).

08 71 00-7

7. Provide heavy-weight hinges where specified.

8. At doors weighing 330 kg (150 pounds) or more, furnish 127 mm (5 inch) high hinges.

See Articles "MISCELLANEOUS HARDWARE" and "HARDWARE SETS" for pivots and hinges other than butts specified above and continuous hinges specified below.

2.2 CONTINUOUS HINGES

ANSI/BHMA A156.26, Grade 1-600.

1. Listed under Category N in BHMA's "Certified Product Directory."

General: Minimum 0.120-inch- (3.0-mm-) thick, hinge leaves with minimum overall width of 4 inches (102 mm); fabricated to full height of door and frame and to template screw locations; with components finished after milling and drilling are complete

Continuous, Barrel-Type Hinges: Hinge with knuckles formed around a

Teflon-coated 6.35mm (0.25-inch) minimum diameter pin that extends entire length of hinge.

1. Base Metal for Exterior Hinges: Stainless steel.

2. Base Metal for Interior Hinges: Stainless steel.

3. Base Metal for Hinges for Fire-Rated Assemblies: Stainless steel.

4. Provide with non-removable pin (hospital tip option) at lockable outswing doors.

5. Where required to clear adjacent casing, trim, and wall conditions and allow full door swing, provide wide throw hinges of minimum width required.

6. Provide with manufacturer’s cut-outs for separate mortised power transfers and/or mortised automatic door bottoms where they occur.

7. Where thru-wire power transfers are integral to the hinge, provide hinge with easily removable portion to allow easy access to wiring connections.

8. Where models are specified that provide an integral wrap-around edge guard for the hinge edge of the door, provide manufacturer’s adjustable threaded stud and machine screw mechanism to allow the door to be adjusted within the wrap-around edge guard.

08 71 00-8

2.3 DOOR CLOSING DEVICES

Closing devices shall be products of one manufacturer for each type specified.

2.4 OVERHEAD CLOSERS

Conform to ANSI A156.4, Grade 1.

Closers shall conform to the following:

1. The closer shall have minimum 50 percent adjustable closing force over minimum value for that closer and have adjustable hydraulic back check effective between 60 degrees and 85 degrees of door opening.

2. Where specified, closer shall have hold-open feature.

3. Size Requirements: Provide multi-size closers, sizes 1 through 6, except where multi-size closer is not available for the required application.

4. Material of closer body shall be forged or cast.

5. Arm and brackets for closers shall be steel, malleable iron or high strength ductile cast iron.

6. Where closers are exposed to the exterior or are mounted in rooms that experience high humidity, provide closer body and arm assembly of stainless steel material.

7. Closers shall have full size metal cover; plastic covers will not be accepted.

8. Closers shall have adjustable hydraulic back-check, separate valves for closing and latching speed, adjustable back-check positioning valve, and adjustable delayed action valve.

9. Provide closers with any accessories required for the mounting application, including (but not limited to) drop plates, special soffit plates, spacers for heavy-duty parallel arm fifth screws, bull-nose or other regular arm brackets, longer or shorter arm assemblies, and special factory templating. Provide special arms, drop plates, and templating as needed to allow mounting at doors with overhead stops and/or holders.

10. Closer arms or backcheck valve shall not be used to stop the door from overswing, except in applications where a separate wall, floor, or overhead stop cannot be used.

08 71 00-9

11. Provide parallel arm closers with heavy duty rigid arm.

12. Where closers are to be installed on the push side of the door, provide parallel arm type except where conditions require use of top jamb arm.

13. Provide all surface closers with the same body attachment screw pattern for ease of replacement and maintenance.

14. All closers shall have a 1 ½” (38mm) minimum piston diameter.

2.5 FLOOR CLOSERS AND FLOOR PIVOT SETS

Comply with ANSI A156.4. Provide stainless steel floor plates for floor closers and floor pivots, except where metal thresholds occur. Provide cement case for all floor closers. Floor closers specified for fire doors shall comply with Underwriters Laboratories, Inc., requirements for concealed type floor closers for classes of fire doors indicated on drawings. Hold-open mechanism, where required, shall engage when door is opened 105 degrees, except when door swing is limited by building construction or equipment, the hold-open feature shall engage when door is opened approximately 90 degrees.

The hold-open mechanism shall be selectable on/off by turning a screw through the floor plate. Floor closers shall have adjustable hydraulic back-check, adjustable close speed, and adjustable latch speed. Provide closers with delayed action where a hold-open mechanism is not required. Floor closers shall be multi-sized. Single acting floor closers shall also have built in dead stop. Where required, provide closers with special cement cases appropriate for shallow deck installation or where concrete joint lines run through the floor blockout. At offset-hung doors installed in deep reveals, provide special closer arm and spindle to allow for installation. Where stone or terrazzo is applied over the floor closer case, provide closer without floor plate and with extended spindle (length as required) and special cover pan (depth as required) to allow closer to be accessed without damaging the material applied over the closer. Pivots for non-labeled doors shall be cast, forged or extruded brass or bronze.

Where floor closer appears in hardware set provide the following as applicable.

1. Double Acting Floor Closers: Type C06012.

08 71 00-10

2. Single Acting Floor Closer: Type C06021 (center pivoted).

(Intermediate pivot is not required).

3. Single Acting Floor Closers: Type C06041 (offset pivoted).

4. Single Acting Floor Closer for Labeled Fire Doors: Type C06051

(offset pivoted).

2.6 DOOR STOPS

Conform to ANSI A156.16.

Provide door stops wherever an opened door or any item of hardware thereon would strike a wall, column, equipment or other parts of building construction. For concrete, masonry or quarry tile construction, use expansion shields for mounting door stops.

Where cylindrical locks with turn pieces or pushbuttons occur, equip wall bumpers Type L02251 (rubber pads having concave face) to receive turn piece or button.

Provide floor stops (Type L02141 or L02161) in office areas; Type L02121 x 3 screws into floor elsewhere. Wall bumpers, where used, must be installed to impact the trim or the door within the leading half of its width. Floor stops, where used, must be installed within 4-inches of the wall face and impact the door within the leading half of its width.

Where drywall partitions occur, use floor stops, Type L02141 or L02161 in office areas, Type L02121 elsewhere.

Provide stop Type L02011, as applicable for exterior doors. At outswing doors where stop can be installed in concrete, provide stop mated to concrete anchor set in 76mm (3-inch) core-drilled hole and filled with quick-setting cement.

Omit stops where floor mounted door holders are required and where automatic operated doors occur.

Provide appropriate roller bumper for each set of doors (except where closet doors occur) where two doors would interfere with each other in swinging.

Provide appropriate door mounted stop on doors in individual toilets where floor or wall mounted stops cannot be used.

08 71 00-11

Provide overhead surface applied stop Type C02541, ANSI A156.8 on patient toilet doors in bedrooms where toilet door could come in contact with the bedroom door.

Provide door stops on doors where combination closer magnetic holders are specified, except where wall stops cannot be used or where floor stops cannot be installed within 4-inches of the wall.

Where the specified wall or floor stop cannot be used, provide concealed overhead stops (surface-mounted where concealed cannot be used).

2.7 OVERHEAD DOOR STOPS AND HOLDERS

Conform to ANSI Standard A156.8. Overhead holders shall be of sizes recommended by holder manufacturer for each width of door. Set overhead holders for 110 degree opening, unless limited by building construction or equipment. Provide Grade 1 overhead concealed slide type: stop-only at rated doors and security doors, hold-open type with exposed hold-open on/off control at all other doors requiring overhead door stops.

2.8 FLOOR DOOR HOLDERS

Conform to ANSI Standard A156.16. Provide extension strikes for Types

L01301 and L01311 holders where necessary.

2.9 LOCKS AND LATCHES

Conform to ANSI A156.2. Locks and latches for doors 45 mm (1-3/4 inch) thick or over shall have beveled fronts. Lock cylinders shall have not less than seven pins. Cylinders for all locksets shall be removable core type.

Cylinders shall be furnished with construction removable cores and construction master keys. Cylinder shall be removable by special key or tool.

Construct all cores so that they will be interchangeable into the core housings of all mortise locks, rim locks, cylindrical locks, and any other type lock included in the Great Grand Master Key System. Disassembly of lever or lockset shall not be required to remove core from lockset. All locksets or latches on double doors with fire label shall have latch bolt with 19 mm (3/4 inch) throw, unless shorter throw allowed by the door manufacturer’s fire label. Provide temporary keying device or construction core to allow opening and closing during construction and prior to the installation of final cores.

In addition to above requirements, locks and latches shall comply with following requirements:

08 71 00-12

1. Mortise Lock and Latch Sets: Conform to ANSI/BHMA A156.13. Mortise locksets shall be series 1000, minimum Grade 2. All locksets and latchsets, shall have lever handles fabricated from cast stainless steel. Provide sectional (lever x rose) lever design matching existing. No substitute lever material shall be accepted. All locks and latchsets shall be furnished with 122.55 mm (4-7/8-inch) curved lip strike and wrought box. At outswing pairs with overlapping astragals, provide flat lip strip with 21mm (7/8-inch) lip-to-center dimension. Lock function F02 shall be furnished with emergency tools/keys for emergency entrance. Furnish armored fronts for all mortise locks. Where mortise locks are installed in high-humidity locations or where exposed to the exterior on both sides of the opening, provide non-ferrous mortise lock case.

2. Cylindrical Lock and Latch Sets: levers shall meet ADA (Americans with Disabilities Act) requirements. Cylindrical locksets shall be series 4000 Grade I. All locks and latchsets shall be furnished with

122.55 mm (4-7/8-inch) curved lip strike and wrought box. At outswing pairs with overlapping astragals, provide flat lip strip with 21mm

(7/8-inch) lip-to-center dimension. Provide lever design to match design selected by Architect or to match existing lever design.

Where two turn pieces are specified for lock F76, turn piece on inside knob shall lock and unlock inside knob, and turn piece on outside knob shall unlock outside knob when inside knob is in the locked position. (This function is intended to allow emergency entry into these rooms without an emergency key or any special tool.)

3. Auxiliary locks shall be as specified under hardware sets and conform to ANSI A156.36.

2.10 PUSH-BUTTON COMBINATION LOCKS

ANSI/BHMA A156.5, Grade 1. Battery operated pushbutton entry.

Construction: Heavy duty mortise lock housing conforming to ANSI/BHMA

A156.13, Grade 1. Lever handles and operating components in compliance with the ABAAS and the ADA Accessibility Guidelines. Match lever handles of locks and latchsets on adjacent doors.

08 71 00-13

Special Features: Key override to permit a master keyed security system and a pushbutton security code activated passage feature to allow access without using the entry code.

2.11 ELECTROMAGNETIC LOCKS

ANSI/BHMA A156.23; electrically powered, of strength and configuration indicated; with electromagnet attached to frame and armature plate attached to door. Listed under Category E in BHMA's "Certified Product Directory."

1. Type: Full exterior or full interior, as required by application indicated.

2. Strength Ranking: 1500 pound force (6672 N).

3. Inductive Kickback Peak Voltage: Not more than 53 V.

4. Residual Magnetism: Not more than 4 pound force (18 N) to separate door from magnet.

2.12 ELECTRIC STRIKES

ANSI/ BHMA A156.31 Grade 1.

General: Use fail-secure electric strikes at fire-rated doors.

2.13 KEYS

Stamp all keys with change number and key set symbol. Furnish keys in quantities as follows:

Locks/Keys Quantity

Cylinder locks 2 keys each

Cylinder lock change key blanks

100 each different key way

Master-keyed sets 6 keys each

Grand Master sets 6 keys each

Great Grand Master set 5 keys

Control key 2 keys

Psychiatric keys shall be cut so that first two bittings closest to the key shoulder are shallow to provide greater strength at point of greatest torque.

2.14 KEY CABINET

ANSI Standard A156.11. Provide key cabinet made of cold rolled, 1.2 mm

(0.0478 inch) thick furniture steel electro-welded. Doors shall have "no sag"

08 71 00-14 continuous brass-pin piano type hinge and be equipped with chrome plated locking door handles, hook cam and mechanical pushbutton door lock. Key

Cabinet and Key Control System shall accommodate all keys for this project plus 25 percent. Provide minimum number of multiple cabinets where a single cabinet of largest size will not accommodate the required number of keys.

Key tags shall consist of two sets: Permanent self-locking and loan key snaphook type with tag colors as follows: Red fiber marker of the permanent self-locking type approximately 32 mm (1-1/4 inch) in diameter engraved with the legend "FILE KEY MUST NOT BE LOANED." Also furnish for each hook a white cloverleaf key marker with snap-hooks engraved with the legend "LOAN KEY."

The manufacturer of the lock cylinders and locks shall attach a key tag to keys of each lock cylinder and shall mark thereon the respective item number and key change number. Provide each group of keys in a key gathering envelope (supplied by Key Cabinet Manufacturer) in which the lock manufacturer shall include the following information: Item number, key change number and door number. The contractor shall furnish the Key Cabinet Manufacturer the hardware and keying schedules and change keys.

The Key Cabinet Manufacturer shall set up a three-way cross index system, including master keys, listing the keys alphabetically, the hooks numerically and the key changes numerically on different colored index cards.

Index cards shall be typewritten and inserted in a durable binder. Attach the keys to the two sets of numbered tags supplied with the cabinet. (The permanent tag and the loan key tag). Instruct the owner in proper use of the system. Install cabinet as directed by the COR.

2.15 ARMOR PLATES, KICK PLATES, MOP PLATES AND DOOR EDGING

Conform to ANSI Standard A156.6.

Provide protective plates as specified below:

1. Kick plates, mop plates and armor plates of metal, Type J100 series.

2. Provide kick plates and mop plates where specified. Kick plates shall be 254 mm (10 inches) or 305 mm (12 inches) high. Mop plates shall be

152 mm (6 inches) high. Both kick and mop plates shall be minimum

1.27 mm (0.050 inches) thick. Provide kick and mop plates beveled on all 4 edges (B4E). On push side of doors where jamb stop extends to floor, make kick plates 38 mm (1-1/2 inches) less than width of door, 08 71 00-15 except pairs of metal doors which shall have plates 25 mm (1 inch) less than width of each door. Extend all other kick and mop plates to within 6 mm (1/4 inch) of each edge of doors. Kick and mop plates shall butt astragals. For jamb stop requirements, see specification sections pertaining to door frames.

3. Kick plates and/or mop plates are not required on following door sides:

a. Armor plate side of doors;

b. Exterior side of exterior doors;

c. Closet side of closet doors;

d. Both sides of aluminum entrance doors.

4. Armor plates for doors are listed under Article "Hardware Sets".

Armor plates shall be thickness as noted in the hardware set, 875 mm

(35 inches) high and 38 mm (1-1/2 inches) less than width of doors, except on pairs of metal doors. Provide armor plates beveled on all 4 edges (B4E). Plates on pairs of metal doors shall be 25 mm (1 inch) less than width of each door. Where top of intermediate rail of door is less than 875 mm (35 inches) from door bottom, extend armor plates to within 13 mm (1/2 inch) of top of intermediate rail. On doors equipped with panic devices, extend armor plates to within 13 mm (1/2 inch) of panic bolt push bar.

5. Where louver or grille occurs in lower portion of doors, substitute stretcher plate and kick plate in place of armor plate. Size of stretcher plate and kick plate shall be 254 mm (10 inches) high.

6. Provide stainless steel edge guards where so specified at wood doors.

Provide mortised type instead of surface type except where door construction and/or ratings will not allow. Provide edge guards of bevel and thickness to match wood door. Provide edge guards with factory cut-outs for door hardware that must be installed through or extend through the edge guard. Provide full-height edge guards except where door rating does not allow; in such cases, provide edge guards to height of bottom of typical lockset armor front. Forward edge guards to wood door manufacturer for factory installation on doors.

08 71 00-16

2.16 EXIT DEVICES

Conform to ANSI Standard A156.3. Exit devices shall be Grade 1; type and function are specified in hardware sets. Provide flush with finished floor strikes for vertical rod exit devices in interior of building. Trim shall have cast satin stainless steel lever handles of design similar to locksets, unless otherwise specified. Provide key cylinders for keyed operating trim and, where specified, cylinder dogging.

Surface vertical rod panics shall only be provided less bottom rod;

provide fire pins as required by exit device and door fire labels. Do not provide surface vertical rod panics at exterior doors.

Concealed vertical rod panics shall be provided less bottom rod at interior doors, unless lockable or otherwise specified; provide fire pins as required by exit device and door fire labels. Where concealed vertical rod panics are specified at exterior doors, provide with both top and bottom rods.

Where removable mullions are specified at pairs with rim panic devices, provide mullion with key-removable feature.

At non-rated openings with panic hardware, provide panic hardware with key cylinder dogging feature.

Exit devices for fire doors shall comply with Underwriters Laboratories, Inc., requirements for Fire Exit Hardware. Submit proof of compliance.

2.17 FLUSH BOLTS (LEVER EXTENSION)

Conform to ANSI A156.16. Flush bolts shall be Type L24081 unless otherwise specified. Furnish proper dustproof strikes conforming to ANSI

A156.16, for flush bolts required on lower part of doors.

Lever extension manual flush bolts shall only be used at non-fire-rated pairs for rooms only accessed by maintenance personnel.

Face plates for cylindrical strikes shall be rectangular and not less than 25 mm by 63 mm (1 inch by 2-1/2 inches).

Friction-fit cylindrical dustproof strikes with circular face plate may be used only where metal thresholds occur.

Provide extension rods for top bolt where door height exceeds 2184 mm (7 feet 2 inches).

08 71 00-17

2.18 FLUSH BOLTS (AUTOMATIC)

Conform to ANSI A156.3. Dimension of flush bolts shall conform to ANSI

A115. Bolts shall conform to Underwriters Laboratories, Inc., requirements for fire door hardware. Flush bolts shall automatically latch and unlatch. Furnish dustproof strikes conforming to ANSI A156.16 for bottom flushbolt. Face plates for dustproof strike shall be rectangular and not less than 38 mm by 90 mm (1-

1/2 by 3-1/2 inches).

At interior doors, provide auto flush bolts less bottom bolt, unless otherwise specified, except at wood pairs with fire-rating greater than 20 minutes; provide fire pins as required by auto flush bolt and door fire labels.

2.19 DOOR PULLS WITH PLATES

Conform to ANSI A156.6. Pull Type J401, 152 mm CTC (6 inches CTC) length by 19 mm (3/4 inches) diameter minimum with plate Type J302, 90 mm by 381 mm

(3-1/2 inches by 15 inches), unless otherwise specified. Provide pull with projection of 57.2 mm (2 1/4 inches) minimum and a clearance of 38.1 mm (1 1/2 inches) minimum. Cut plates of door pull plate for cylinders, or turn pieces where required.

2.20 PUSH PLATES

Conform to ANSI A156.6. Metal, Type J302, 203 mm (8 inches) wide by

406.4 mm (16 inches) high. Provide metal Type J302 plates 102 mm (4 inches) wide by 406.4 mm (16 inches) high where push plates are specified for doors with stiles less than 203 mm (8 inches) wide. Cut plates for cylinders, and turn pieces where required.

2.21 COMBINATION PUSH AND PULL PLATES

Conform to ANSI 156.6. Type J303, stainless steel 3 mm (1/8 inch) thick, 80 mm (3-1/3 inches) wide by 800 mm (16 inches) high), top and bottom edges shall be rounded. Secure plates to wood doors with 38 mm (1-1/2 inch) long No.

12 wood screws. Cut plates for turn pieces, and cylinders where required. Pull shall be mounted down.

2.22 COORDINATORS

Conform to ANSI A156.16. Coordinators, when specified for fire doors, shall comply with Underwriters Laboratories, Inc., requirements for fire door hardware. Coordinator may be omitted on exterior pairs of doors where either

08 71 00-18 door will close independently regardless of the position of the other door.

Coordinator may be omitted on interior pairs of non-labeled open where open back strike is used. Open back strike shall not be used on labeled doors.

Paint coordinators to match door frames, unless coordinators are plated.

Provide bar type coordinators, except where gravity coordinators are required at acoustic pairs. For bar type coordinators, provide filler bars for full width and, as required, brackets for push-side surface mounted closers, overhead stops, and vertical rod panic strikes.

2.23 THRESHOLDS

Conform to ANSI A156.21, mill finish extruded aluminum, except as otherwise specified. In existing construction, thresholds shall be installed in a bed of sealant with ¼-20 stainless steel machine screws and expansion shields. In new construction, embed aluminum anchors coated with epoxy in concrete to secure thresholds. Furnish thresholds for the full width of the openings.

For thresholds at elevators entrances see other sections of specifications.

At exterior doors and any interior doors exposed to moisture, provide threshold with non-slip abrasive finish.

Provide with miter returns where threshold extends more than 12 mm (0.5 inch) beyond face of frame.

2.24 AUTOMATIC DOOR BOTTOM SEAL AND RUBBER GASKET FOR LIGHT PROOF OR SOUND

CONTROL DOORS

Conform to ANSI A156.22. Provide mortise or under-door type, except where not practical. For mortise automatic door bottoms, provide type specific for door construction (wood or metal).

2.25 WEATHERSTRIPS (FOR EXTERIOR DOORS)

Conform to ANSI A156.22. Air leakage shall not to exceed 0.50 CFM per foot of crack length (0.000774m3/s/m).

2.26 MISCELLANEOUS HARDWARE

Access Doors (including Sheet Metal, Screen and Woven Wire Mesh Types):

Except for fire-rated doors and doors to Temperature Control Cabinets, equip each single or double metal access door with Lock Type E07213, conforming to

08 71 00-19

ANSI A156.11. Key locks as directed. Ship lock prepaid to the door manufacturer. Hinges shall be provided by door manufacturer.

Cylinders for Various Partitions and Doors: Key cylinders same as entrance doors of area in which partitions and door occur, except as otherwise specified. Provide cylinders to operate locking devices where specified for following partitions and doors:

1. Folding doors and partitions.

2. Wicket door (in roll-up door assemblies).

3. Slide-up doors.

4. Swing-up doors.

5. Fire-rated access doors-Engineer's key set.

6. Doors from corridor to electromagnetic shielded room.

Mutes: Conform to ANSI A156.16. Provide door mutes or door silencers

Type L03011 or L03021, depending on frame material, of white or light gray color, on each steel or wood door frame, except at fire-rated frames, lead-lined frames and frames for sound-resistant, lightproof and electromagnetically shielded doors. Furnish 3 mutes for single doors and 2 mutes for each pair of doors, except double-acting doors. Provide 2 mutes for each edge of sliding door which would contact door frame.

2.27 THERMOSTATIC TEMPERATURE CONTROL VALVE CABINETS

Where lock is shown, equip each cabinet door (metal) with lock Type

E06213, conforming to ANSI A156.36. Key locks in Key Sets approved by

Contracting Officer. See mechanical drawings and specifications for location of cabinets.

Cabinet manufacturer shall supply the hinges, bolts and pulls. Ship locks to cabinet manufacturer for installation.

2.28 HINGED WIRE GUARDS (FOR WINDOWS, DOORS AND TRANSOMS) AND WIRE PARTITION

DOORS

Butt hinges, type A8133 (special swaging) 100 mm by 90 mm (4 inches by

3-1/2 inches), Finish US2C.

1. 3 hinges for guards over 1060 mm (3-1/2 feet) high.

2. 2 hinges for guards less than 1060 mm (3-1/2 feet) high.

Conform to ANSI A156.36. Lock Type E06081 for guards and Type E06061 for partitions.

08 71 00-20

1. Keying: Except as noted otherwise, key locks like entrance door or space wherein guards and partitions are located except as otherwise specified.

2. Key locks for partitions enclosing mechanical and electrical equipment in Engineer's Set. (See detailed drawings for number of locks and butt hinges required for each guard).

2.29 FINISHES

Exposed surfaces of hardware shall have ANSI A156.18, finishes as specified below. Finishes on all hinges, pivots, closers, thresholds, etc., shall be as specified below under "Miscellaneous…

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