RFP Attachment 6 - Specs 695-21-700 Part 2.pdf

Milwaukee VAMC 01-01-16 695-21-700 EHRM Infrastructure Upgrades Final Bid Documents

Milwaukee, WI 53295 September 5, 2025

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SECTION 08 14 00

INTERIOR WOOD DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Interior flush wood doors painted finish.

1.2 RELATED WORK

A. Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS: Paints and

Coatings and Composite Wood and Agrifiber VOC Limits.

B. Section 08 71 00, DOOR HARDWARE: Door Hardware including hardware location (height).

C. Section 08 11 13, HOLLOW METAL DOORS AND FRAMES: Installation of Doors.

D. Section 08 71 00, DOOR HARDWARE: Installation of Door Hardware.

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. American National Standards Institute/Window and Door Manufacturers

Association (ANSI/WDMA):

1. I.S. 1A-13 - Architectural Wood Flush Doors.

2. I.S. 6A-13 - Interior Architectural Stile and Rails Doors.

C. ASTM International (ASTM):

1. E90-09(2016) - Laboratory Measurements of Airborne Sound

Transmission Loss of Building Partitions and Elements.

D. National Fire Protection Association (NFPA):

1. 80-16 - Fire Doors and Other Opening Protectives.

2. 252-12 - Fire Tests of Door Assemblies.

E. UL LLC (UL):

1. 10C-09 - Positive Pressure Fire Tests of Door Assemblies.

F. Window and Door Manufacturers Association (WDMA):

1. TM 7-14 - Cycle-Slam Test.

2. TM 8-14 - Hinge Loading Test.

3. TM 10-14 - Screw Holding Capacity.

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Submittal Drawings:

1. Show size, configuration, and fabrication and installation details.

2. Include details of glazing.

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3. Indicate project specific requirements not included in

Manufacturer's Literature and Data submittal.

C. Manufacturer's Literature and Data:

1. Description of each product.

2. Fire rated doors showing conformance with NFPA 80 .

D. Samples:

1. Corner section of flush veneered door 300 mm (12 inches) square, showing details of construction, labeled to show grade and type number and conformance to specified standard.

2. Veneer sample 200 mm by 275 mm (8 inch by 11 inch) showing specified wood species sanded to receive a transparent finish. Factory finish veneer sample where the prefinished option is accepted.

E. Sustainable Construction Submittals:

1. Low Pollutant-Emitting Materials:

Show volatile organic compound types and quantities.

F. Test Reports: Indicate each product complies with specifications.

1. Screw Holding Capacity Test.

2. Cycle-Slam Test.

3. Hinge-Loading Test.

G. Operation and Maintenance Data:

1. Care instructions for each exposed finish product.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications:

1. Regularly and presently manufactures specified products.

2. Manufactures specified products with satisfactory service on five similar installations for minimum five years.

1.6 DELIVERY

A. Deliver products in manufacturer's original sealed packaging.

1. Minimum 0.15 mm (6 mil) polyethylene bags or cardboard packaging to remain unbroken during delivery and storage.

B. Mark packaging, legibly. Indicate manufacturer's name or brand, type, color, and manufacture date.

1. Identify door opening corresponding to Door Schedule.

C. Before installation, return or dispose of products within distorted, damaged, or opened packaging. Retain packaging for door protection after installation.

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1.7 STORAGE AND HANDLING

A. Store products indoors in dry, weathertight conditioned facility.

1. Store doors according to ANSI/WDMA I.S. 1A.

B. Protect products from damage during handling and construction operations.

1.8 FIELD CONDITIONS

A. Environment:

1. Product Temperature: Minimum 21 degrees C (70 degrees F) for minimum

48 hours before installation.

2. Work Area Ambient Temperature Range: 21 to 27 degrees C (70 to

80 degrees F) continuously, beginning 48 hours before installation.

3. Install products when building is permanently enclosed and when wet construction is completed, dried, and cured.

Comply with door manufacturer's instructions for relative humidity.

1.9 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

B. Manufacturer's Warranty: Warrant interior factory finished flush wood doors against material and manufacturing defects.

1. Warranty Period: Lifetime of original installation.

PART 2 - PRODUCTS

2.1 PRODUCTS - GENERAL

A. Basis of Design: Section 09 06 00, SCHEDULE FOR FINISHES.

B. Provide each product from one manufacturer.

C. Sustainable Construction Requirements:

1. Low Pollutant-Emitting Materials: Comply with VOC limits specified in Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS for the following products:

2. Paints and coatings.

3. Composite wood and agrifiber.

2.2 FLUSH WOOD DOORS

A. General:

1. ANSI/WDMA I.S. 1A, SCLC-5, Bonded, Heavy Duty.

2. Adhesive: Type II.

3. Core: Structural composite lumber, except when mineral core is required for fire rating.

4. Thickness: 44 mm (13/4 inches) unless otherwise shown or specified.

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5. Basis of Design: Algoma Hardwoods structural composite lumber core –

5 ply. No stave core doors are acceptable. Clear transparent finish is required.

B. Faces:

1. ANSI/WDMA I.S. 1A.

2. One species throughout project unless scheduled or otherwise shown.

3. Transparent Finished Faces: Premium Grade. rotary cut, white birch

A Grade face veneer.

4. Match face veneers for doors for uniform effect of color and grain at joints. Provide center balance book matching veneers.

5. Door Edges: Same species as door face veneer, except maple is acceptable for stile face veneer on birch doors.

6. In existing buildings, where doors are required to have transparent finish, use wood species, grade, and assembly of face veneers to match adjacent existing doors.

7. Painted Finishes: Custom Grade, mill option close grained hardwood, premium or medium density overlay.

8. Factory sand doors for finishing.

C. Wood For Stops, Muntins and Moldings For Flush Doors Required to Have

Transparent Finish:

1. Solid wood of same species as face veneer, except maple is acceptable on birch doors.

2. Glazing:

a. On non-fire-rated doors, use applied wood stops nailed tightly on room side and attached on opposite side with flathead, countersunk wood screws, spaced approximately 125 mm (5 inches) on center.

D. Stiles and Rails:

1. Composite material having screw withdrawal force greater than minimum performance level value when tested according to WDMA TM 10.

2. Provide adequate blocking for bottom of doors having mechanically operated door bottom seal meeting or exceeding performance duty level per WDMA TM 10 for horizontal door edge screw holding.

3. Rabbeted transom meeting rail edges match face veneers of doors.

Bottom rail of transom panel match face veneer on non-rabbeted meeting rail edge.

E. Fire-Rated Wood Doors:

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1. Fire Resistance Rating:

a. B Label: 1-1/2 hours.

b. C Label: 3/4 hour.

2. Provide 20-minute smoke-rated doors in smoke-rated barriers.

3. Labels:

a. Comply with NFPA 252, UL 10C, and labeled by qualified testing and inspection agency showing fire resistance rating.

1) Metal labels with raised or incised markings.

4. Performance Criteria for Stiles of Doors Utilizing Standard Mortise

Leaf Hinges:

a. Hinge Loading: WDMA TM 8. Average of 10 test samples for Extra

Heavy Duty doors.

b. Direct Screw Withdrawal: WDMA TM 10 for Extra Heavy Duty doors.

Average of 10 test samples using a steel, fully threaded #12 wood screw.

c. Cycle-Slam: 1,000,000 cycles with no loose hinge screws or other visible signs of failure when tested according to WDMA TM 7.

5. Hardware Reinforcement:

a. Provide fire smoke rated doors with hardware reinforcement blocking.

b. Size of lock blocks as required to secure hardware specified.

c. Top, Bottom and Intermediate Rail Blocks: Minimum 125 mm

(5 inches) by full core width.

d. Reinforcement blocking in compliance with labeling requirements.

Mineral material similar to core is not acceptable.

6. Other Core Components: Manufacturer's standard as allowed by labeling requirements.

7. Glazed Vision Panel Frame: Steel approved for use in labeled doors.

8. Astragal: Steel type for pairs of doors.

F. Smoke Barrier Doors:

1. Glazed Vision Panel Frame: Steel approved for use in labeled doors.

2. Astragal: Steel type for pairs of doors, including double egress doors.

G. Sound Rated Doors:

1. Fabricated as specified for flush wood doors with additional construction requirements to comply with specified sound transmission class (STC).

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2. STC Rating of door assembly in place when tested according to

ASTM E90 by independent acoustical testing laboratory minimum 35.

a. Accessories:

1) Frame Gaskets and Automatic Door Bottom Seal: As specified in

Section 08 71 00, DOOR HARDWARE.

2.3 FABRICATION

A. Factory machine interior wood doors to receive hardware, bevels, undercuts, cutouts, accessories and fitting for frame.

1. Factory fit fire rated doors according to NFPA 80.

B. Rout doors for hardware using templates and location heights specified in Section 08 71 00, DOOR HARDWARE.

C. Factory fit doors to frame, bevel lock edge of doors 3 mm (1/8 inch) for each 50 mm (2 inches) of door thickness undercut where shown.

D. Clearances between Doors and Frames and Floors:

1. Fire Rated Doors: Comply with NFPA 80.

a. Doors with Automatic Bottom Seal: Maximum clearance 10 mm

(3/8 inch) at threshold.

b. Other Door Bottoms: Maximum 3 mm (1/8 inch) clearance at the jambs, heads, and meeting stiles, and a 19 mm (3/4 inch) clearance at bottom, except as otherwise specified.

2. Door Jambs, Heads, and Meeting Stiles: Maximum 3 mm (1/8 inch).

E. Provide cutouts for glazed openings.

F. Finish surfaces, including both faces, top and bottom and edges of the doors smooth to touch.

G. Identify each door on top edge.

1. Mark with stamp, brand or other indelible mark, giving manufacturer’s name, door’s trade name, construction of door, date of manufacture and quality.

2. Mark door or provide separate certification including name of inspection organization.

3. Identify door manufacturing standard, including glue type.

4. Identify veneer and quality certification.

5. Identification of preservative treatment for stile and rail doors.

2.4 FINISHES

A. Field Finished Doors: Seal top and bottom edges of doors with two coats of catalyzed polyurethane or water-resistant sealer.

B. Factory Transparent Finish:

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1. Factory finish flush wood doors.

a. ANSI/WDMA I.S. 1A Section F-3 Finish System Descriptions for

System 5, Conversion Varnish or System 7, Catalyzed Vinyl.

b. Use stain when required to produce finish specified in Section

09 06 00, SCHEDULE FOR FINISHES.

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine and verify substrate suitability for product installation.

1. Verify door frames are properly anchored.

2. Verify door frames are plumb, square, in plane, and within tolerances for door installation.

B. Protect existing construction and completed work from damage.

C. Install astragal on active leaf of pair of smoke doors and one leaf of double egress smoke doors.

3.2 INSTALLATION

A. Install products according to manufacturer's instructions and approved submittal drawings.

1. Install fire rated doors according to NFPA 80.

2. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.

3.3 PROTECTION

A. After installation, place shipping container over door and tape in place.

1. Do not apply tape to door faces and edges.

B. Provide protective covering over exposed hardware in addition to covering door.

C. Maintain covering in good condition until removal is directed by

Contracting Officer's Representative.

- - E N D - -

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Milwaukee VAMC 01-01-16 695-21-700 EHRM Infrastructure Upgrades Final Bid Documents

Milwaukee, WI 53295 September 5, 2025

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SECTION 08 71 00

DOOR HARDWARE

DOOR HARDWARE SETS FOR REVIEW (OR APPROVED EQUALS)

1. MK - McKinney

2. RO - Rockwood

3. SA - SARGENT

4. MC - Medeco

5. HS - HES

6. LC - LCN Closers

7. PE - Pemko

8. HD - HID

9. SU - Securitron

Hardware Sets

Set: 1.0

Doors: 2428B, Description: Card Reader x Elec Strike, Closer/Rated

4 Hinge (heavy weight) T4A3786 (NRP) US26D MK

1 Storeroom Lock 70 8204 LE1L US26D SA

1 Small Format Inter Core 33700006N 26 MC

1 Electric Strike 1006-DBM2 (as req'd) 630 HS

1 Surface Closer 4040XP .RWPA .689 LC

2 Armor Plate (UL) K1050 F 35" high CSK BEV US32D RO

1 Wall Stop 402 / 405 (as req'd) US26D RO

1 Perimeter Gasketing S88BL (head & jambs) PE

1 E-Lynx Harness (Frame) QC-C3000P MK

1 Card Reader RPK-40 (By Security Vendor) BLK HD

Notes: *Electric strike requested has deadbolt monitor in the electric strike, but the mortise lock requested does not have a deadbolt. Advise how this set is intended to operate/function.

Door normally closed and locked.

Valid card read unlocks electric strike for entry.

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Key override available.

Free egress at all times.

Set: 2.0

Doors: 117, 144A, 1180, 1454, 1470, 1471, 1472, 1472B, 1473, 1573B, 200A, 200B, 204, 2235, 2257, 2428, 3308, 4315, 5311, 6410A, 7409, 9409, 10409 6-1-A-012, 6-3-302, 2110, 2257, A107, A156, A201, A-126, B001, B-159, B0423, B0622B, C-126, C303, D113, D203, E-104, E105E, 20-1-030

Description: Card Reader x Elec Strike, Closer/Rated, Slide Track Closer

1 Small Format Inter Core 33700006N 26 MC

1 Electric Strike 1006-DBM2 (as req'd) 630 HS

1 Closer x Slide Track 4040XPT-Pull .STDTRK .689 LC

2 Armor Plate (UL) K1050 F 35" high CSK BEV US32D RO

1 Perimeter Gasketing S88BL (head & jambs) PE

Notes: *Electric strike requested has deadbolt monitor in the electric strike, but the mortise lock requested does not have a deadbolt. Advise how this set is intended to operate/function.

Valid card read unlocks electric strike for entry.

Set: 3.0

Doors: No Doors.

Description: Card Reader x Elec Lock, Pair, Rated

7 Hinge (heavy weight) T4A3786 (NRP) US26D MK

1 Hinge x ETW (heavy weight) T4A3786 QC_ US26D MK

1 C/L Flush Bolt w/Fire Bolt 2849 US26D RO

1 Electrified Mortise Lock 72 NAC-82271 LE1L US26D SA

1 Small Format Inter Core 33700006N 26 MC

1 Coordinator 2672 US28 RO

2 Mounting Bracket 2601AB US28 RO

2 Closer x Stop 4040XP .CUSH .689 LC

4 Armor Plate (UL) K1050 F 35" high CSK BEV US32D RO

1 Perimeter Gasketing S88BL (head & jambs) PE

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1 Astragal Seal S772BL PE

1 ElectroLynx Harness QC-C300(P) MK

1 Power Supply 3570 SA

Notes: *Electrified lock far more secure than lock x electric strike in a pair of doors. Verify that is acceptable here.

Valid card read unlocks outside lever for entry.

Key override available.

Integrated DPS indicates door status.

Inside lever acts as REX to indicate valid egress.

Set: 4.0

Doors: 144b, 313, A104, B103, B09, A303, D-125, 005, 100F, B100, 115, 100.1, 100.2, 146, 175, G22, GG68, 002, 002, 002

Description: Card Reader x Elec Lock, Closer/Rated, Ex Frame

1 Electrified Mortise Lock 72 NAC-82271 LE1L US26D SA

1 Small Format Inter Core 33700006N 26 MC

1 Surface Closer 4040XP .RWPA .689 LC

2 Armor Plate (UL) K1050 F 35" high CSK BEV US32D RO

1 Wall Stop 402 / 405 (as req'd) US26D RO

1 Perimeter Gasketing S88BL (head & jambs) PE

1 E-Lynx Harness (Frame) QC-C3000P MK

1 ElectroLynx Harness QC-C300(P) MK

1 Card Reader RPK-40 (By Security Vendor) BLK HD

1 Power Supply 3570 SA

1 Door Cord TSB-C SU

Notes: *Note in Door Schedule says existing hardware to remain. Verify. If so, then this set will change to "Existing To Remain"

Valid card read unlocks outside lever for entry.

Integrated DPS indicates door status.

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Inside lever acts as REX to indicate valid egress.

Set: 5.0

Doors: B113, 1535

Description: Storeroom x Closer

1 Small Format Inter Core 33700006N 26 MC

1 Surface Closer 4040XP .RWPA .689 LC

1 Kick Plate K1050 10" 4BE CSK US32D RO

1 Wall Stop 402 / 405 (as req'd) US26D RO

Notes: *Verify these doors are correct with just a mechanically keyed lock and not a card reader. If they need a card reader, they will go into a different set.

Set: 6.0

Doors: 2111, 201, 2559, 6410, 7412, 8412, 9412, 10412, A107B

Description: Classroom x Closer

3 Hinge (heavy weight) T4A3786 (NRP) US26D MK

1 Classroom Lock 70 8237 LE1L US26D SA

1 Small Format Inter Core 33700006N 26 MC

1 Surface Closer 4040XP .RWPA .689 LC

1 Kick Plate K1050 10" 4BE CSK US32D RO

1 Wall Stop 402 / 405 (as req'd) US26D RO

Notes: *Verify function (classroom function lock, door closer).

END OF SECTION 080671

BASIS OF DESIGN

MILWAUKEE VA

0730/4 COMPATIBLE

HARDWARE GROUPS

9/13/2021

IF door frame cannot be changed use: HW1 – ELECTRIFIED LOCKSET HW1 cont. – ELECTRIFIED LOCKSET EQUIPMENT PER 4 TO 8 DOORS

QTY DESCRIPTION MFG FIN 1 EA POWER SUPPLY 3570 24V 6AMP SAR N/A

3 EA HINGE WTBB1191 4.5” X 4.5” HA 630 4-8 EA DOOR WIRE HARNESS TO

LOCKSET

CS443040

QC-C300, QC 12-38";

8&4P CNNCTR

MCK N/A

1 EA STORAGE NAC-82271 LNE IDP

PLUS SFIC CYLINDER

SAR 626 4-8 EA ACP WIRE HARNESS TO DOOR CS443042

QC-C1500, QC 12-15'2";

8&4P CNNCTR

MCK N/A

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LNC 689

2 EA ARMOR PLATE 8400 35”, UL LISTED NEEDED BY

CONDITION

IVES 630 LOW-MEDIUM ASSURANCE MultiClass RP-40 FLAT BLACK READER

1 EA STOP STOP AS NEEDED BY CONDITION,

WALL MOUNTED WITH BLOCKING

“ 626 HIGH ASSURANCE MultiClass RPK-40 WITH KEYPAD

1 EA CARD READER MultiClass RP-40 HID N/A FRAME NOTES DOOR NOTES

1 EA ARMOR CORD MCK-TSB-C

DOOR CORD, GRAY/BLACKCAPS,18"

MCK N/A FRAME CHANGES REQUIRED

WITH:

HW4

HW5

HW8

HW9

HW10

HW12

DOOR CHANGES

REQUIRED WITH:

HW1

HW2

HW4

HW5

HW7

HW8

HW9

HW10

HW12

IF door is egress and req med assurance use: HW2 – ELECTRIFIED STRIKE/EXIT DEVICE

QTY DESCRIPTION MFG FIN

3 EA HINGE BB1191 4.5” X 4.5” HA 630

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA EXIT DEVICE 9875L-NL-F-06-3' 26D VON 26D Pull Trim (990NL) and Rim Cylinder to be included with exit device

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LCN 689

1 EA STOP STOP AS NEEDED BY CONDITION “ 626

2 EA ARMOR PLATE 8400 35”, UL LISTED

NEEDED BY CONDITION

IVES 630

1 EA ELEC STRIKE 9500 SURFACE MONT FOR 3/4" RIM

EXITS

HES 630

1 EA CARD READER MultiClass RP-40 HID N/A

IF req med assurance w/exsisting hardware use: HW3 – NEW CARD READER TO BE INTERGRATED INTO EXSISTING HARDWARE

QTY DESCRIPTION MFG FIN

1 EA CARD READER MultiClass RP-40 HID N/A

IF req med assurance use: HW4 – ELECTRIFIED STRIKE

QTY DESCRIPTION MFG FIN

3 EA HINGE BB1191 4.5” X 4.5” HA 630

1 EA STORAGE 70-8204-LL-26D-SG SAR 626

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LCN 689

1 EA STOP STOP AS NEEDED BY CONDITION “ 626

2 EA ARMOR PLATE 8400 35”, UL LISTED NEEDED BY

CONDITION

IVES 630

1 EA ELEC STRIKE 1006-DBM2 WITH DEAD BOLT

MONITOR

HES 630

1 EA CARD READER MultiClass RP-40 HID N/A

IF has med assurance but needs new hardware use:HW5 – EXSISTING CARD READER TO BE INTERGRATED INTO NEW HARDWARE

QTY DESCRIPTION MFG FIN

3 EA HINGE BB1191 4.5” X 4.5” HA 630

1 EA STORAGE 70-8204-LL-26D-SG SAR 626

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LCN 689

1 EA STOP STOP AS NEEDED BY CONDITION “ 626

2 EA ARMOR PLATE 8400 35”, UL LISTED NEEDED BY

CONDITION

IVES 630

1 EA ELEC STRIKE 1006-DBM2 WITH DEAD BOLT

MONITOR

HES 630

IF req high assurance w/exsisting hardware use:HW6 – NEW CARD READER WITH KEYPAD TO BE INTERGRATED INTO EXSISTING HARDWARE

QTY DESCRIPTION MFG FIN

1 EA CARD READER MultiClass RPK-40 HID N/A

IF req high assurance w/o changing frame use:HW7 – ELECTRIFIED LOCKSET WITH KEYPAD HW7 cont. – ELECTRIFIED LOCKSET EQUIPMENT PER 4 TO 8 DOORS

QTY DESCRIPTION MFG FIN 1 EA POWER SUPPLY 3570 24V 6AMP SAR N/A

3 EA HINGE WTBB1191 4.5” X 4.5” HA 630 4-8 EA DOOR WIRE HARNESS TO

LOCKSET

CS443040

QC-C300, QC 12-38";

8&4P CNNCTR

MCK N/A

1 EA STORAGE NAC-82271 LNE IDP

PLUS SFIC CYLINDER

SAR 626 4-8 EA ACP WIRE HARNESS TO DOOR CS443042

QC-C1500, QC 12-15'2";

8&4P CNNCTR

MCK N/A

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LNC 689

2 EA ARMOR PLATE 8400 35”, UL LISTED NEEDED BY

CONDITION

IVES 630

1 EA STOP STOP AS NEEDED BY CONDITION,

WALL MOUNTED WITH BLOCKING

“ 626

1 EA CARD READER MultiClass RPK-40 HID N/A RPK-40 CAN BE USED WITHOUT KEYPAD (can be used in place of RP-40 but RP-40 CANNOT be used in place of RPK-40

1 EA ARMOR CORD MCK-TSB-C

DOOR CORD, GRAY/BLACKCAPS,18"

MCK N/A

IF req high assurance and can change frame use:HW8 – NEW ELECTRIFIED STRIKE WITH NEW CARD READER KEYPAD

QTY DESCRIPTION MFG FIN

3 EA HINGE BB1191 4.5” X 4.5” HA 630

1 EA STORAGE 70-8204-LL-26D-SG SAR 626

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LCN 689

1 EA STOP STOP AS NEEDED BY CONDITION “ 626

2 EA ARMOR PLATE 8400 35”, UL LISTED NEEDED BY

CONDITION

IVES 630

1 EA ELEC STRIKE 1006-DBM2 WITH DEAD BOLT

MONITOR

HES 630

1 EA CARD READER MultiClass RPK-40 HID N/A

IF high assurance req w/ exsisting hardware and preped frame use:HW9 – NEW CARD READER WITH KEYPAD AND NEW ELECTRIC STRIKE TO BE INTERGRATED INTO EXSISTING HARDWARE

QTY DESCRIPTION MFG FIN

1 EA CARD READER MultiClass RPK-40 HID N/A

1 EA ELEC STRIKE 1006-DBM2 WITH DEAD BOLT

MONITOR

HES 630

IF high assurance on non-egress double doors req use:HW10 – DOUBLE DOORS W/NEW ELECTRIFIED STRIKE WITH NEW CARD READER KEYPAD

QTY DESCRIPTION MFG FIN

6 EA HINGE BB1191 4.5” X 4.5” HA 630

1 EA STORAGE 70-8204-LL-26D-SG SAR 626 TO BE INSTALLED ON ACTIVE DOOR LEAF

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LCN 689 TO BE INSTALLED ON ACTIVE DOOR LEAF

BASIS OF DESIGN

MILWAUKEE VA

0730/4 COMPATIBLE

HARDWARE GROUPS

9/13/2021

2 EA STOP STOP AS NEEDED BY CONDITION “ 626

4 EA ARMOR PLATE 8400 23”, UL LISTED NEEDED BY

CONDITION

IVES 630

1 EA ELEC STRIKE 1006-DBM2 WITH DEAD BOLT

MONITOR

HES 630 TO BE INSTALLED ON INACTIVE DOOR LEAF

1 EA CARD READER MultiClass RPK-40 HID N/A

2 EA FLUSH BOLTS 261 4" Manual Flush Bolt IVES 26D TO BE INSTALLED ON INACTIVE DOOR LEAF

IF high assurance on egress double doors req use: HW11 – DOUBLE DOORS W/NEW EXIT DEVICE WITH NEW CARD READER

QTY DESCRIPTION MFG FIN

6 EA HINGE BB1191 4.5” X 4.5” HA 630

2 EA ELEC EXIT DEVICE Von Duprin EL-9927-F-LBR VON 626 Pull Trim (990NL), Rim Cylinder, and power supply (PS906 6amp) to be included with exit device

2 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

0 EA CLOSER Exsisting Sentronic Fire closer LCN 689 Exsisting closer to be re-used and re-intergrated into the fire system.

2 EA STOP STOP AS NEEDED BY CONDITION “ 626

4 EA ARMOR PLATE 8400 23”, UL LISTED NEEDED BY

CONDITION

IVES 630

1 EA AUTO FLUSH BOLT FB41P WITH FIRE PIN IVES 626

1 EA CARD READER MultiClass RP-40 HID N/A

2 EA ARMOR CORD SCHLAGE 798 SERIES FIRE RATED

DOOR CORD UL 10 C

798C-18 (18" W/WIRES)

SCH N/A

IF high assurance in mental/behavioral health req use:HW12 – ANTI-LIGATURE NEW ELECTRIFIED STRIKE WITH NEW CARD READER KEYPAD

QTY DESCRIPTION MFG FIN

3 EA HINGE BB1191 4.5” X 4.5” HA 630

1 EA STORAGE CH 9159SEC Anti-Ligature Mortise ACC 626

1 EA SMALL FORMAT

INTERCHANGEABLE CORE

33N700006 MD 626

1 EA CLOSER 4111D (PUSH SIDE, DELAY) LCN 689

1 EA STOP STOP AS NEEDED BY CONDITION “ 626

2 EA ARMOR PLATE 8400 35”, UL LISTED NEEDED BY

CONDITION

IVES 630

1 EA ELEC STRIKE 1006-DBM2 WITH DEAD BOLT

MONITOR

HES 630

1 EA CARD READER MultiClass RPK-40 HID N/A

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SECTION 09 05 16

SUBSURFACE PREPARATION FOR FLOOR FINISHES

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies subsurface preparation requirements for areas to

B. receive the installation of applied and resinous flooring. This section includes removal of existing floor coverings, testing concrete for moisture and pH, remedial floor coating for concrete floor slabs having unsatisfactory moisture or pH conditions, floor leveling and repair as required.

1.2 RELATED WORK

A. Section 07 92 00, JOINT SEALANTS.

1.3 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA and TEST DATA.

B. Written approval confirming product compatibility with subfloor material manufacturer and the flooring manufacturer

C. Product Data:

1. Moisture remediation system

2. Underlayment Primer

3. Cementitious Self-Leveling Underlayment

4. Cementitious Trowel-Applied Underlayment (Not suitable for resinous floor finishes)

D. Test Data:

1. Moisture test and pH results performed by a qualified independent testing agency or warranty holding manufacturer’s technical representative.

1.4 DELIVERY AND STORAGE

A. Deliver materials in containers with labels legible and intact and grade-seals unbroken.

B. Store material to prevent damage or contamination.

1.5 APPLICABLE PUBLICATIONS

A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by basic designation only.

B. ASTM International(ASTM):

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D638-14(2014)...........Standard Test Method for Tensile Properties of

Plastics

D4259-18(2019)..........Standard Practice for Preparation of Concrete by Abrasion Prior to Coating Application.

C109/C109M-20b(2020)....Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or

[50-mm] Cube Specimens

7234-19(2020)...........Standard Test Method for Pull-Off Adhesion

Strength of Coatings on Concrete Using Portable

Pull-Off Adhesion Testers

E96/E96M-16(2016).......Standard Test Methods for Water Vapor

Transmission of Materials

F710-1e1(2020)..........Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

F1869-16a...............Standard Test Method for Measuring Moisture

Vapor Emission Rate of Concrete Subfloor Using

Anhydrous Calcium Chloride

F2170-19a(2020).........Standard Test Method for Determining Relative

Humidity in Concrete Floor Slabs Using in situ

Probes

C348-20(2020)...........Standard Test Method for Flexural Strength of

Hydraulic-Cement Mortars

C191-19(2020)...........Standard Test Method for Time of Setting of

Hydraulic Cement by Vicat Needle

PART 2 - PRODUCTS

2.1 MOISTURE REMEDIATION COATING

A. System Descriptions:

1. High-solids, epoxy system designed to suppress excess moisture in concrete prior to an overlayment. For use under resinous products, VCT, tile and carpet where issues caused by moisture vapor are a concern.

B. Products: Subject to compliance with applicable fire, health, environmental, and safety requirements for storage, handling, installation, and clean up.

C. System Components: Verify specific requirements as systems vary by manufacturer. Verify build up layers and installation method. Verify

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1. Liquid applied coating:

a. Resin: epoxy.

b. Formulation Description: Multiple component high solids.

c. Application: Per manufacturer’s written installation requirements.

d. Thickness: minimum 10 mils

D. Material Vapor Permeance: Application shall achieve a permeance rating of less than 0.1 perm in accordance with ASTM E96/E96M.

E. Maximum RH requirement: 100% testing in accordance with ASTM F2170.

2.2 CEMENTITIOUS SELF-LEVELING UNDERLAYMENT

A. System Descriptions:

1. High performance self-leveling underlayment resurfacer. Single component, self-leveling, cementitious material designed for easy application as an underlayment for all types of flooring materials.

It is used for substrate repair and leveling.

B. Products: Subject to compliance with applicable fire, health, environmental, and safety requirements for storage, handling, installation, and clean up. Gypsum-based products are unacceptable.

C. System Characteristics:

Property Test Value

Tensile Strength

ASTM D638 4,400 psi

Volatile Organic Compound

Limits (V.O.C.)

SCAMD Rule 1113

(Ammended

02/05/2016)

25 grams per liter

Permeance ASTM E96 0.1 perms

Tensile Modulus ASTM D638 1.9X105 psi

Percent Elongation ASTM D638 12%

Cure Rate Per manufacture’s

Data

4 hours Tack free with 24hr recoat window

Bond Strength ASTM D7234 100% bond to concrete failure

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1. Wearing Surface: smooth

2. Thickness: Per architectural drawings, ranging from feathered edge to 1”, per application. Applications greater than 1” require additional 3/8” aggregate to mix or as recommended by manufacturer.

D. Underlayment shall be calcium aluminate cement-based, containing

Portland cement. Gypsum-based products are unacceptable.

E. Compressive Strength: Minimum 4100 psi in 28 days in accordance with

ASTM C109/C109M.

F. Flexural Strength: Minimum 1000 psi in 28 days in accordance with ASTM

C348

G. Dry Time: Underlayment shall receive the application of moisture insensitive tile in 6 hours, floor coverings in 16 hours, and resinous flooring in 3-7 days.

H. Primer: compatible and as recommended by manufacturer for use over intended substrate

I. System Components: Manufacturer's standard components that are compatible with each other and as follows:

1. Primer:

a. Resin: copolymer

b. Formulation Description: single component ready to use.

c. Application Method: Squeegee and medium nap roller.

d. All puddles shall be removed, and material shall be allowed to dry, 1-2 hours at 70F/21C.

e. Number of Coats: (1) one.

2. Grout Resurfacing Base:

a. Formulation Description: Single component, cementitious self-leveling high-early and high-ultimate strength grout.

b. Application Method: colloidal mix pump, cam rake, spike roll.

1) Thickness of Coats: Per architectural scope, 1” lifts.

2) Number of Coats: More than one if needed.

c. Aggregates: for applications greater than 1inch, require additional 3/8” aggregate to mix.

Property Test Value

Compressive Strength

ASTM C109/C109M

2,200 psi @ 24 hrs

3,000 psi @ 7 days

Initial set time ASTM C191 30-45 min.

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J.

2.3 CEMENTITIOUS TROWEL-APPLIED UNDERLAYMENT(NOT SUITABLE FOR RESINOUS FLOOR

FINISHES)

A. Underlayment shall be calcium aluminate cement-based, containing

Portland cement. Gypsum-based products are unacceptable.

B. Compressive Strength: Minimum 4000 psi in 28 days

C. Trowel-applied underlayment shall not contain silica quartz (sand).

D. Dry Time: Underlayment shall receive the application of floor covering in 15-20 minutes.

PART 3 - EXECUTION

3.1 ENVIRONMENTAL REQUIREMENTS

A. Maintain ambient temperature of work areas at not less than 16 degree C

(60 degrees F), without interruption, for not less than 24 hours before testing and not less than three days after testing.

B. Maintain higher temperatures for a longer period of time where required by manufacturer's recommendation.

C. Do not install materials when the temperatures of the substrate or materials are not within 60-85 degrees F/ 16-30 degrees C.

3.2 SURFACE PREPARATION

A. Existing concrete slabs with existing floor coverings:

1. Conduct visual observation of existing floor covering for adhesion, water damage, alkaline deposits, and other defects.

2. Remove existing floor covering and adhesives. Comply with local, state and federal regulations and the RFCI Recommended Work

Practices for Removal of Resilient Floor Coverings, as applicable to the floor covering being removed.

B. Concrete shall meet the requirements of ASTM F710 and be sound, solid, clean, and free of all oil, grease, dirt, curing compounds, and any substance that might act as a bond-breaker before application. As required prepare slab by mechanical methods. No chemicals or solvents shall be used.

Property Test Value

Final Set time 1 to 1.5 hours

Bond Strength

ASTM D7234

100% bond to concrete failure

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C. General: Prepare and clean substrates according to flooring manufacturer's written instructions for substrate indicated. Grind to exposed 1/4" aggregate uniformly, to within 1/2" of walls, feather at corners.

D. Prepare concrete substrates per ASTM D4259 as follows:

1. Dry abrasive blasting.

2. Wet abrasive blasting.

3. Vacuum-assisted abrasive blasting.

4. Centrifugal-shot abrasive blasting.

5. Comply with manufacturer's written instructions.

E. Repair damaged and deteriorated concrete according to flooring manufacturer's written recommendations.

F. Verify that concrete substrates are dry.

G. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with application only after substrates have maximum moisture-vapor-emission rate of per flooring manufactures formal and project specific written recommendation.

H. Perform in situ probe test, ASTM F2170. Proceed with application only after substrates do not exceed a maximum potential equilibrium relative humidity per flooring manufacture’s formal and project specific written recommendation.

I. Provide a written report showing test placement and results.

J. Prepare joints in accordance with Section 07 92 00, JOINT SEALANTS and material manufacturer’s instructions.

K. Alkalinity: Measure surface pH in accordance with procedures provided in ASTM F710 or as outlined by qualified testing agency or flooring manufacturer’s technical representative.

L. Tolerances: Subsurface shall meet the flatness and levelness tolerance specified on drawings or recommended by the floor finish manufacturer.

Tolerance shall also not to exceed 1/4” deviation in 10’. As required, install underlayment to achieve required tolerance.

M. Other Subsurface: For all other subsurface conditions, such as wood or metal, contact the floor finish or underlayment manufacturer, as appropriate, for proper preparation practices.

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3.3 MOISTURE REMEDIATION COATING

A. Where results of relative humidity testing (ASTM F2170) exceed the requirements of the specified flooring manufacturer, apply remedial coating as specified to correct excessive moisture condition.

B. Prior to remedial floor coating installation mechanically prepare the concrete surface to provide a concrete surface profile in accordance with ASTM D4259.

C. Mix and apply moisture remediation coating in accordance with manufacturer’s instructions.

3.4 CEMENTITOUS UNDERLAYMENT

A. Install cementitious self-leveling underlayment as required to correct surface defects, floor flatness or levelness corrections to meet the tolerance requirements as or detailed on drawings, address non-moving cracks or joints, provide a smooth surface for the installation of floor covering, or meet elevation requirements detailed on drawings.

B. Mix and apply in accordance with manufacturer's instructions.

3.5 PROTECTION

A. Prior to the installation of the finish flooring, the surface of the underlayment should be protected from abuse by other trades by the use of plywood, tempered hardwood, or other suitable protection course

3.6 FIELD QUALITY CONTROL

A. Where specified, field sampling of products shall be conducted by a qualified, independent testing facility.

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SECTION 09 22 16

NON-STRUCTURAL METAL FRAMING

This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories for the screw attachment of gypsum board, plaster bases or other building boards.

1.2 RELATED WORK

A. ACOUSTICAL CEILINGS Section 09 29 00, GYPSUM BOARD.

1.3 TERMINOLOGY

A. Description of terms shall be in accordance with ASTM C754, ASTM C11, ASTM C841 and as specified.

B. Underside of Structure Overhead: In spaces where steel trusses or bar joists are shown, the underside of structure overhead shall be the underside of the floor or roof construction supported by beams, trusses, or bar joists. In interstitial spaces with walk-on floors the underside of the walk-on floor is the underside of structure overhead.

C. Thickness of steel specified is the minimum bare (uncoated) steel thickness.

1.4 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES.

B. Manufacturer's Literature and Data:

1. Studs, runners and accessories.

2. Hanger inserts.

3. Channels (Rolled steel).

4. Furring channels.

5. Screws, clips and other fasteners.

C. Shop Drawings:

1. Typical ceiling suspension system.

2. Typical metal stud and furring construction system including details around openings and corner details.

3. Typical shaft wall assembly

4. Typical fire rated assembly and column fireproofing showing details of construction same as that used in fire rating test.

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D. Test Results: Fire rating test designation, each fire rating required for each assembly.

1.5 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE

In accordance with the requirements of ASTM C754.

1.6 APPLICABLE PUBLICATIONS

A. 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.

B. American Society For Testing And Materials (ASTM)

A641-09.................Zinc-Coated (Galvanized) Carbon Steel Wire

A653/653M-11............Specification for Steel Sheet, Zinc Coated

(Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed) by Hot-Dip Process.

C11-10..................Terminology Relating to Gypsum and Related

Building Materials and Systems

C635-07.................Manufacture, Performance, and Testing of Metal

Suspension System for Acoustical Tile and

Lay-in Panel Ceilings

C636-08.................Installation of Metal Ceiling Suspension

Systems for Acoustical Tile and Lay-in Panels

C645-09.................Non-Structural Steel Framing Members

C754-11.................Installation of Steel Framing Members to

Receive Screw-Attached Gypsum Panel Products

C841-03(R2008)..........Installation of Interior Lathing and Furring

C954-10.................Steel Drill Screws for the Application of

Gypsum Panel Products or Metal Plaster Bases to

Steel Studs from 0.033 in. (0.84 mm) to 0.112

in. (2.84 mm) in Thickness

E580-11.................Application of Ceiling Suspension Systems for

Acoustical Tile and Lay-in Panels in Areas

Requiring Moderate Seismic Restraint.

PART 2 - PRODUCTS

2.1 PROTECTIVE COATING

Galvanize steel studs, runners (track), rigid (hat section) furring channels, "Z" shaped furring channels, and resilient furring channels, with coating designation of G40 or equivalent.

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2.2 STEEL STUDS AND RUNNERS (TRACK)

A. ASTM C645, modified for thickness specified and sizes as shown.

1. Use C 645 steel, 0.91 mm (0.036-inch) minimum base-metal (36 mil).

2. Runners same thickness as studs.

3. Exception: Members that can show certified third party testing with gypsum board in accordance with ICC ES AC86 (Approved May 2012) need not meet the minimum thickness limitation or minimum section properties set forth in ASTM C 645. The submission of an evaluation report is acceptable to show conformance to this requirement.

B. Provide not less than two cutouts in web of each stud, approximately

300 mm (12 inches) from each end, and intermediate cutouts on approximately 600 mm (24-inch) centers.

C. Doubled studs for openings and studs for supporting concrete backer-board.

D. Studs 3600 mm (12 feet) or less in length shall be in one piece.

E. Shaft Wall Framing:

1. Conform to rated wall construction.

2. C-H Studs or C-T Studs.

3. E Studs.

4. J Runners.

5. Steel Jamb-Strut.

2.3 FURRING CHANNELS

A. Rigid furring channels (hat shape): ASTM C645.

B. Resilient furring channels:

1. Not less than 0.45 mm (0.0179-inch) thick bare metal.

2. Semi-hat shape, only one flange for anchorage with channel web leg slotted on anchorage side, channel web leg on other side stiffens fastener surface but shall not contact anchorage surface other channel leg is attached to.

C. "Z" Furring Channels:

1. Not less than 0.45 mm (0.0179-inch)-thick base metal, with 32 mm

(1-1/4 inch) and 19 mm (3/4-inch) flanges.

2. Web furring depth to suit thickness of insulation.

D. Rolled Steel Channels: ASTM C754, cold rolled; or, ASTM C841, cold rolled.

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2.4 FASTENERS, CLIPS, AND OTHER METAL ACCESSORIES

A. ASTM C754, except as otherwise specified.

B. For fire rated construction: Type and size same as used in fire rating test.

C. Fasteners for steel studs thicker than 0.84 mm (0.033-inch) thick. Use

ASTM C954 steel drill screws of size and type recommended by the manufacturer of the material being fastened.

D. Clips: ASTM C841 (paragraph 6.11), manufacturer’s standard items.

Clips used in lieu of tie wire shall have holding power equivalent to that provided by the tie wire for the specific application.

E. Concrete ceiling hanger inserts (anchorage for hanger wire and hanger straps): Steel, zinc-coated (galvanized), manufacturers standard items, designed to support twice the hanger loads imposed and the type of hanger used.

F. Tie Wire and Hanger Wire:

1. ASTM A641, soft temper, Class 1 coating.

2. Gage (diameter) as specified in ASTM C754 or ASTM C841.

G. Attachments for Wall Furring:

1. Manufacturers standard items fabricated from zinc-coated (galvanized) steel sheet.

2. For concrete or masonry walls: Metal slots with adjustable inserts or adjustable wall furring brackets. Spacers may be fabricated from 1 mm

(0.0396-inch) thick galvanized steel with corrugated edges.

H. Power Actuated Fasteners: Type and size as recommended by the manufacturer of the material being fastened.

2.5 SUSPENDED CEILING SYSTEM FOR GYPSUM BOARD (OPTION)

A. Conform to ASTM C635, heavy duty, with not less than 35 mm (1-3/8 inch) wide knurled capped flange face designed for screw attachment of gypsum board.

B. Wall track channel with 35 mm (1-3/8 inch) wide flange.

PART 3 - EXECUTION

3.1 INSTALLATION CRITERIA

A. Where fire rated construction is required for walls, partitions, columns, beams and floor-ceiling assemblies, the construction shall be same as that used in fire rating test.

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B. Construction requirements for fire rated assemblies and materials shall be as shown and specified, the provisions of the Scope paragraph (1.2) of ASTM C754 and ASTM C841 regarding details of construction shall not apply.

3.2 INSTALLING STUDS

A. Install studs in accordance with ASTM C754, except as otherwise shown or specified.

B. Space studs not more than 16 inches on center without direct approval of the COR.

C. Cut studs 6 mm to 9 mm (1/4 to 3/8-inch) less than floor to underside of structure overhead when extended to underside of structure overhead.

D. Where studs are shown to terminate above suspended ceilings, provide bracing as shown or extend studs to underside of structure overhead.

E. Extend studs to underside of structure overhead for fire, rated partitions, smoke partitions, shafts, and sound rated partitions and insulated exterior wall furring.

F. At existing plaster ceilings and where shown, studs may terminate at ceiling as shown.

G. Openings:

1. Frame jambs of openings in stud partitions and furring with two studs placed back to back or as shown.

2. Fasten back to back studs together with 9 mm (3/8-inch) long Type S pan head screws at not less than 600 mm (two feet) on center, staggered along webs.

3. Studs fastened flange to flange shall have splice plates on both sides approximately 50 X 75 mm (2 by 3 inches) screwed to each stud with two screws in each stud. Locate splice plates at 600 mm (24 inches) on center between runner tracks.

H. Fastening Studs:

1. Fasten studs located adjacent to partition intersections, corners and studs at jambs of openings to flange of runner tracks with two screws through each end of each stud and flange of runner.

2. Do not fasten studs to top runner track when studs extend to underside of structure overhead.

I. Chase Wall Partitions:

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1. Locate cross braces for chase wall partitions to permit the installation of pipes, conduits, carriers and similar items.

2. Use studs or runners as cross bracing not less than 63 mm (2-1/2 inches wide).

J. Form building seismic or expansion joints with double studs back to back spaced 75 mm (three inches) apart plus the width of the seismic or expansion joint.

K. Form control joint, with double studs spaced 13 mm (1/2-inch) apart.

L. Remove existing flooring in areas to receive runners, studs, or furring channels to expose existing structural slab. Achieve a surface profile of 2 to 4 according to ICRI 310.2R for the condition found at the site.

3.3 INSTALLING WALL FURRING FOR FINISH APPLIED TO ONE SIDE ONLY

A. In accordance with ASTM C754, or ASTM C841 except as otherwise specified or shown.

B. Wall furring-Stud System:

1. Framed with 63 mm (2-1/2 inch) or narrower studs, 600 mm (24 inches) on center.

2. Brace as specified in ASTM C754 for Wall Furring-Stud System or brace with sections or runners or studs placed horizontally at not less than three foot vertical intervals on side without finish.

3. Securely fasten braces to each stud with two Type S pan head screws at each bearing.

C. Direct attachment to masonry or concrete; rigid channels or "Z" channels:

1. Install rigid (hat section) furring channels at 600 mm (24 inches) on center, horizontally or vertically.

2. Install "Z" furring channels vertically spaced not more than 600 mm

(24 inches) on center.

3. At corners where rigid furring channels are positioned horizontally, provide mitered joints in furring channels.

4. Ends of spliced furring channels shall be nested not less than

200 mm (8 inches).

5. Fasten furring channels to walls with power-actuated drive pins or hardened steel concrete nails. Where channels are spliced, provide two fasteners in each flange.

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6. Locate furring channels at interior and exterior corners in accordance with wall finish material manufacturers printed erection instructions. Locate "Z" channels within 100 mm (4 inches) of corner.

D. Installing Wall Furring-Bracket System: Space furring channels not more than 400 mm (16 inches) on center.

3.4 INSTALLING SUPPORTS REQUIRED BY OTHER TRADES

A. Provide for attachment and support of electrical outlets, plumbing, laboratory or heating fixtures, recessed type plumbing fixture accessories, access panel frames, wall bumpers, wood seats, toilet stall partitions, dressing booth partitions, urinal screens, chalkboards, tackboards, wall-hung casework, handrail brackets, recessed fire extinguisher cabinets and other items like auto door buttons and auto door operators supported by stud construction.

B. Provide additional studs where required. Install metal backing plates, or special metal shapes as required, securely fastened to metal studs.

3.5 INSTALLING SHAFT WALL SYSTEM

A. Conform to UL Design No. U438 for two-hour fire rating.

B. Position J runners at floor and ceiling with the short leg toward finish side of wall. Securely attach runners to structural supports with power driven fasteners at both ends and 600 mm (24 inches) on center.

C. After liner panels have been erected, cut C-H studs and E studs, from 9 mm (3/8-inch) to not more than 13 mm (1/2-inch) less than floor-to-ceiling height. Install C-H studs between liner panels with liner panels inserted in the groove.

D. Install full-length steel E studs over shaft wall line at intersections, corners, hinged door jambs, columns, and both sides of closure panels.

E. Suitably frame all openings to maintain structural support for wall:

1. Provide necessary liner fillers and shims to conform to label frame requirements.

2. Frame openings cut within a liner panel with E studs around perimeter.

3. Frame openings with vertical E studs at jambs, horizontal J runner at head and sill.

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F. Elevator Shafts:

1. Frame elevator door frames with 0.87 mm (0.0341-inch) thick J strut or J stud jambs having 75 mm (three-inch) long legs on the shaft side.

2. Protrusions including fasteners other than flange of shaft wall framing system or offsets from vertical alignments more than 3 mm

(1/8-inch) are not permitted unless shown.

3. Align shaft walls for plumb vertical flush alignment from top to bottom of shaft.

3.6 INSTALLING FURRED AND SUSPENDED CEILINGS OR SOFFITS

A. Install furred and suspended ceilings or soffits in accordance with

ASTM C754 or ASTM C841 except as otherwise specified or shown for screw attached…