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PART 1 GENERAL
1.01 SUMMARY
A. This Section includes door hardware.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Product Data: Submit product data including installation details, material descriptions, dimensions of individual components and profiles, and finishes.
C. Shop Drawings: Submit shop drawings with details of door hardware:
D. Samples: Submit samples of exposed door hardware for each type indicated below, in specified finish. Tag with full description for coordination with the Door Hardware Schedule.
1. Door Hardware: As follows:
a. Locks and latches.
b. Operating trim.
2. Units that are acceptable and remain undamaged through submittal, review, and field comparison process may, after final check of operation, be incorporated into the Work, within limitations of keying requirements.
E. Door Hardware Schedule: Submit door hardware schedule prepared by or under the supervision of door hardware supplier. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. The Architect’s review of schedule shall neither be construed as a complete check nor shall it relieve the Contractor of responsibility for errors, deviations, or omissions from the specified requirements to provide complete door hardware for the project.
1. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening.
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a. Organize door hardware sets in same order as in the Door Hardware Schedule at the end of Part 3.
2. Content: Include the following information:
a. Type, style, function, size, label, hand, and finish of each door hardware item.
b. Manufacturer of each item.
c. Fastenings and other pertinent information.
d. Location of each door hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule.
e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. Supply templates to door and frame manufacturer(s) to enable proper and accurate sizing and locations of cutouts for hardware. Detail any conditions requiring custom extended lip strikes, or any other special or custom conditions. g. Door and frame sizes and materials.
F. Warranties: Submit special warranties specified in this Section.
G. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner's continued adjustment, maintenance, removal and replacement of door hardware. Written verification and testing results for door operating pressures.
H. Installation Instructions: Provide manufacturer's installation instructions for each type of hardware item for owner's maintenance at completion of work.
1.04 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who has completed door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.
B. Supplier Qualifications: Door hardware supplier, who has completed a minimum of three (3) projects over the last 5 years which were similar in material, design and extent to that indicated for the project - as determined by the Architect – and which have resulted in construction with a record of successful in service performance, and who is or employs a qualified Architectural Hardware Consultant, available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying.
C. Architectural Hardware Consultant Qualifications: A person who is currently certified by the Door and Hardware Institute as an Architectural Hardware Consultant and who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project.
D. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated.
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E. Regulatory Requirements: Comply with the following:
1. Provide hardware items complying with the applicable provisions for accessibility and usability by the disabled and handicapped in compliance with Americans with Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities (ADAAG).”
2. NFPA 101: Comply with applicable provisions for means of egress doors.
F. Keying Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." Incorporate keying conference decisions into final keying schedule after reviewing door hardware keying system including, but not limited to, the following:
1. Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion.
2. Preliminary key system schematic diagram.
3. Address for delivery of keys.
G. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." Review methods and procedures related to electrified and mechanical door hardware including, but not limited to, the following:
1. Inspect and discuss electrical roughing-in and other preparatory work performed by other trades.
2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.
3. Review required testing, inspecting, and certifying procedures.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site.
B. Tag each item or package separately with identification related to the final Door Hardware Schedule and include basic installation instructions with each item or package.
1.06 COORDINATION
A. Templates: Furnish templates and door hardware schedules, coordinated for the application of door hardware items with door and frame details, to door opening fabricators and trades performing door opening work to permit the preparation of doors and frames to receive the specified door hardware. The fabricated prep and installation shall be in compliance with the lock manufacturer’s recommendations, requirements and templating. Where the door hardware item scheduled is not adaptable to the finished size of door opening members requiring door hardware, submit an item having a similar operation and quality to the Architect for review. Each door hardware item shall be fabricated to templates.
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1.07 WARRANTY
A. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following:
1. Faulty operation of door hardware.
2. Deterioration of metals, metal finishes, and other materials beyond normal weathering.
PART 2 PRODUCTS
2.01 SCHEDULED DOOR HARDWARE
A. General: Provide door hardware for each door to comply with requirements in this Section, door hardware sets are keyed to each scheduled door in the door and frame schedule, and the Door Hardware Schedule at the end of Part 3.
1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named manufacturer's products.
2. Sequence of Operation: Provide electrified door hardware function, sequence of operation, and interface with other building control systems indicated.
3. The hardware supplier shall review each hardware set and compare it with the door types, details, and sizes as shown and verify each hardware item for function, hand, backset, and method of fastening through shop drawing submittals.
2.02 HINGES AND PIVOTS
A. Butt Hinge Products and Manufacturers:
1. Standard Weight, Ball Bearing, 5 Knuckle, Steel: Complying with BHMA A156.1 A8112, one of the following:
a. BB5000; Bommer Industries, Inc. (BI).
b. BB1279; Hager Companies (HAG).
c. TA2714; McKinney Products Company (MCK).
d. FBB179; Stanley Commercial Hardware (STH).
2. Heavy Weight, Ball Bearing, 5 Knuckle, Steel: Complying with BHMA A156.1 A8111, one of the following:
a. BB5004; Bommer Industries, Inc. (BI).
b. BB1168; Hager Companies (HAG).
c. T4A3786; McKinney Products Company (MCK).
d. FBB168; Stanley Commercial Hardware (STH).
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3. Heavy Weight, Ball Bearing, 5 Knuckle, Stainless Steel: Complying with BHMA A156.1 A5111, one of the following:
a. BB5006; Bommer Industries, Inc. (BI).
b. BB1199; Hager Companies (HAG).
c. T4A3386-32D; McKinney Products Company (MCK).
d. FBB199(US32D); Stanley Commercial Hardware (STH).
4. Heavy Weight, Ball Bearing, 5 Knuckle, Steel, Concealed Electric 24V, 4 Wire:
Complying with BHMA A156.1 A8111, one of the following:
a. BB5064 (ETW04); Bommer Industries, Inc. (BI).
b. BB1168 x ETW-4; Hager Companies (HAG).
c. T4A3786 x CC-4; McKinney Products Company (MCK).
d. CEFBB168-54; Stanley Commercial Hardware (STH).
5. Heavy Weight, Ball Bearing, 5 Knuckle, Stainless Steel, Concealed Electric 24V, 4 Wire: Complying with BHMA A156.1 A5111, one of the following:
a. BB5066 (ETW04); Bommer Industries, Inc. (BI).
b. BB1199 x ETW-4; Hager Companies (HAG).
c. T4A3386-32D x CC-4; McKinney Products Company (MCK). d. CEFBB199(US32D)-54; Stanley Commercial Hardware (STH).
6. Standard Weight, Ball Bearing, 5 Knuckle, Steel, Concealed Electric 24V, 4 Wire:
Complying with BHMA A156.1 A8112, one of the following:
a. BB5060 (ETW04); Bommer Industries, Inc. (BI).
b. BB1279 x ETW-4; Hager Companies (HAG).
c. TA2714 x CC-4; McKinney Products Company (MCK).
d. CEFBB179-54; Stanley Commercial Hardware (STH).
B. General Hinge Characteristics: Where door jamb or trim projects to such an extent that the width of leaf specified will not allow the door to clear such frame or trim, furnish hinges and pivots with leaves of sufficient width to clear. Hinges and pivots shall be template hinges conforming to BHMA A156.1 and in accordance with door and frame material requirements.
C. Butt Hinge Quantity: Provide the following, unless otherwise indicated:
1. Two Hinges: For doors with heights up to and including 60 inches (1524 mm).
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2. Three Hinges: For doors with heights of greater than 60 inches (1524 mm) to and including 90 inches (2286 mm).
3. Four Hinges: For doors with heights greater than 90 inches (2286 mm) to and including 120 inches (3048 mm).
4. Provide 4 hinges, plus 1 hinge for every 30 inches (750 mm) of door height greater than 120 inches (3048 mm).
D. Butt Hinge Sizes: 4-1/2 inches (114 mm) h. by 4 inches (102 mm) or 4-1/2 inches (114 mm) w. for doors up to and including 36 inches (914 mm) in width; 5 inches (127 mm) h. by 4 inches (102 mm) or 4-1/2 inches (114 mm) w. for doors greater than 36 inches (914 mm) in width.
E. Hinge Characteristics: Full mortise type with square corners. All butt hinges are to have nonrising pins for interior hinges and all exterior butt hinges are to be made of nonferrous base metal. Hinges at all locked outswinging doors shall have non-removable pins (NRP). Provide only steel bodied butt and pivot hinges at labeled doors. All butt hinges shall be furnished with button tips.
F. Electrified Functions for Hinges: Furnish fully concealed circuit, tamper resistant, wired hinges at doors requiring power transfer or door monitoring from jamb to door. Furnish junction box and mortar shield for use with each wired hinge and ship directly to the door and frame manufacturer(s) for fastening to frame.
G. Fasteners: Package all hinges and pivots with machine and wood screws as required by door and frame construction.
2.03 LOCKS AND LATCHES
A. Mortise Lock and Latch Sets: Heavy duty, commercial, mortise bodies complying with BHMA A156.13 Series 1000, Grade 1, with through-bolted lever trim. Furnish mortise type, field reversible, lock and latch sets with 1 or 2 piece anti-friction deadlocking brass or stainless steel latch-bolts having a minimum 3/4 inch (19 mm) throw, 2-3/4 inches (70 mm) backset, and UL listed for 3 hour doors. All lock and latch sets, to be furnished complete with heavy gage wrought steel zinc dichromate or chrome plated case, trim, adjustable beveled square cornered armored fronts, steel or stainless steel hubs, and 6 pin Best cylinders. Conceal fastenings, washers and bushings. Provide wrought, or black plastic, box strikes for each lock and latch set with curved lips of sufficient length to protect frames. Provide solid forged or cast levers with wrought roses. Where lock functions are scheduled provide non-handed guard bolt and stainless steel deadbolt with a minimum 1 inch (25 mm) throw. Where electro-mechanical locksets are scheduled provide transformers properly sized for conversion of power supply to the power characteristics of the electromechanical locksets. Use Schlage L mortise locks, Best6 pin cylinders. Trim will be cast stainless steel with antimicrobial finish unless otherwise specified.
1. Schlage L9000 Series, 17 Design x A Rose; Schlage Lock Company (SCH).
Provide handed ANSI 4-7/8” curved lip strikes die punched to match bolts provided with latch-set functions only (Part No. XL11-820/XL11-821), provide non-handed standard curve lip strikes for all other functions 10-072. Where electro-mechanical locksets are scheduled provide L9000EL Series with trim matching mechanical locksets. Touch pads only on Exit Devices. No crossbar arm designs.
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2.04 ELECTROMAGNETIC LOCKS
A. Exposed, Surface Applied Type: Surface mount application with a minimum 1650 pound holding force at 24 V, provide complete with all cabling, rectifier kits, holding force sensors, adjustable time delay, and mounting hardware, complying with BHMA A156.23, Grade 1, high security, fail-safe operation.
1. Magnalock Model M62B; Securitron (SEC).
2.05 DOOR BOLTS
A. Manual Flush Bolts: Provide flush bolts, with 1" wide fronts, in paired sets (top and bottom), with 1/2" diameter flattened bolt tip and standard 12" rod. Flush bolts shall fit ANSI A115.4 door and frame preparation. Flush bolts in wood and metal fire doors shall be A Label UL Listed. Bolts for fire doors to comply with BHMA A156.16, Type L14081, L14251 or L24081. Furnish rods of proper length to afford easy reach from the floor.
Furnish manufacturers standard top strikes for top bolts.
1. Manual Flushbolts for Fire Rated Wood Doors: One of the following:
a. No. 790F; Door Controls International (DCI).
b. FB358; Ives: H. B. Ives (IVS).
c. 3913; Triangle Brass Manufacturing Company, Inc. (TBM). d. 557; Rockwood Manufacturing Company (RM).
2. Manual Flushbolts for Fire Rated Metal Doors: One of the following:
a. No. 780F; Door Controls International (DCI).
b. FB458; Ives: H. B. Ives (IVS).
c. 3917; Triangle Brass Manufacturing Company, Inc. (TBM). d. 555; Rockwood Manufacturing Company (RM).
B. Self-Latching Flush Bolt Assemblies for Metal Fire Doors: BHMA A156.3, Type 27; one of the following:
1. No. 845 (805 top bolt x 840 automatic bottom bolt); Door Controls International (DCI).
2. FB51P (FB51T constant latching top bolt x FB31B automatic bottom bolt; Ives: H.
B. Ives (IVS).
3. 3820 (3820 x 3810); Triangle Brass Manufacturing Company, Inc. (TBM).
4. 1845 automatic flush bolt x constant self-latching top bolt; Rockwood Manufacturing Company (RM).
2.06 EXIT DEVICES
A. Exit Devices: Exit devices and exit device accessories shall conform to BHMA A156.3, Grade 1. Trim shall be wrought construction and commercial plain design with straight,
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beveled or smoothly rounded sides, corners and edges. Keyed devices shall be furnished less cylinders. Cylinders shall be as herein specified keyed to building system.
B. Push Pad Style Exit Devices:
1. 98 series Function with Schlage Lever 17A and Trim as Scheduled Von Duprin in 630 (US32D) with antimicrobial finish. No substitutions.
C. Panic Exit Devices: Listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for panic protection, based on testing according to UL 305.
D. Fire Exit Devices: Complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire and panic protection, based on testing according to UL 305 and NFPA 252.
E. Outside Trim: Match design for locksets and latchsets, unless otherwise indicated.
Adjustable strikes provided for Rim and Vertical Rod Exit Devices. Exit Devices shall be installed with proprietary 32 series Medeco, I/C cylinders and cores
2.07 CYLINDERS AND KEYING
A. Cylinders: Full faced interchangeable core cylinders with square shouldered (not tapered) compression rings, 6 pin cylinders, standard threaded, keyed into building system, with cams to suit lock functions. Provide cylinders for installation into all locks and keyoperated electrical switching devices keyed to the instructions by the Best.
B. Keying System: Final keying to determine lock cylinders, keyed alike sets, level of keying, master key groups, grandmaster keying system shall be as directed by the Owner.
Supplier and Contractor shall meet with the Owner and obtain final instructions in writing.
1. Construction Keyed Cylinders: Provide construction keyed cylinders in locks during construction and as may be necessary for security or as may be requested by the Owner. Upon completion of the construction phase, construction keyed cylinders shall be voided mechanically without removal of the cylinder housing from the locks. All construction keyed cylinders shall be individually keyed as required.
2.08 STRIKES
A. Strikes for Locks and Latches: All strikes for locks and latches shall be provided by the lock and latch manufacturer unless otherwise specified or scheduled, refer to Article ‘Locks and Latches’.
B. Dustproof Floor Strikes: Complying with BHMA A156.16, Type L04251 or L14021, one of the following:
1. No. 80; Door Controls International.
2. DP2; H.B. Ives.
3. 3910; Triangle Brass Manufacturing Company, Inc. (TBM).
4. 570 x 571; Rockwood Manufacturing Company (RM).
C. Dustproof Threshold Strikes: Complying with BHMA A156.16, Type L2402X or L14011, one of the following:
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1. No. 81; Door Controls International.
2. DP1; H.B. Ives.
3. 3911; Triangle Brass Manufacturing Company, Inc. (TBM).
4. 572; Rockwood Manufacturing Company (RM).
2.09 OPERATING TRIM (PUSHES AND PULLS)
A. Types as scheduled on Door Hardware Schedule.
2.10 ACCESSORIES FOR PAIRS OF DOORS
A. Tubular Coordinators and Filler Bars: UL listed for use on labeled doors and complying with BHMA A156.3, Type 21A. Provide with filler piece of length as required to close the header area and mounting brackets at stop mounted hardware. Furnish extenders at active leaf levers where required to clear overlapping astragals on doors installed with pocket pivot hinges or jambs with deep jamb stops.
1. No. 600 Series x Filler Bar; Door Controls International (DCI).
2. COR Series Coordinators x FL filler; H. B. Ives (IVS).
3. 1600 Series; Rockwood Manufacturing Company (RM).
B. Coordinator Brackets: UL listed for use on labeled doors and complying with BHMA A156.3, Type 21B. Minimum 7-inch (178-mm) projection.
1. No. 500 Coordinator; Door Controls International (DCI).
2. CORG7; H. B. Ives (IVS).
3. 576; Rockwood Manufacturing Company (RM).
C. Carry Open Bars: UL listed for use on labeled doors and complying with BHMA A156.3, Type 21. Provide carry-open bars for inactive leaves of pairs of doors, unless automatic or self-latching bolts are used.
1. No. CB Carry Bar; Door Controls International (DCI).
2. CB1 Carry Bar; H. B. Ives (IVS).
3. 1100; Rockwood Manufacturing Company (RM).
D. Astragals: UL listed for use on labeled doors, surface applied continuous extruded aluminum minimum 7/8" wide retaining EPDM gaskets for installation on both sides of all meeting stiles of doors:
1. 125NA; National Guard Products, Inc. (NGP).
2. 305CN; Pemko Manufacturing Co., Inc. (PEM).
3. WS235; Ultra Industries; a Macklanburg-Duncan Company (ULT).
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E. Lock Protectors: Fabricated from heavy gauge metal and in finish as scheduled.
Fabricate lock protectors with no exposed fasteners on face of lock protector. Furnish protectors sized to cover the latch bolt area of the door and lock and narrow enough to clear rose and escutcheon lock trims, offset formed to clear strike projection. Machine lock protectors where required to accommodate rose and escutcheon trims, and cylinders.
1. LG Series Lock Guards; H. B. Ives (IVS).
2.11 CLOSERS
A. Surface-Mounted Closers: Closers shall be certified by ETL laboratories and the manufacturer to a minimum of 8,000,000 cycles and meet BHMA A156.4, Grade 1.
Closers shall be warranted by the manufacturer against defects in materials and workmanship for a minimum of 10 years. Closers used in conjunction with overhead stops and holders shall be templated and coordinated to function properly. Properly detail closers to meet application requirements by providing drop plates, brackets, etc. to meet application and installation requirements as indicated. Comply with manufacturers recommendations for size of door closer depending on size of door, stack pressure conditions, exposure to weather, and anticipated frequency of use. Closers shall have adjustable spring power, full rack and pinion, independent closing speed and latch regulating V-slotted valves, fully hydraulic with a high strength cast iron cylinder and solid forged steel arms, bore diameter of 1-1/2”, pinion shaft diameter of 5/8”, adjustable back check, cushion and built-in stop feature where scheduled, hold open arms where scheduled, delayed action where scheduled, arm finish to match closer cover finish scheduled. Provide metal covers of clean line design with plated or primed for paint finish as scheduled and that require removal in order to make adjustments to closer.
1. 4111/4011; LCN Closers (LCN).
2. 4041: LCN Closers (LCN).
3. 2030 series concealed in aluminum storefront; LCN Closers (LCN).
2.12 PROTECTIVE TRIM UNITS
A. Kick and Armor Plates: Fabricate protection plates from minimum 0.050 inch (1.3 mm) thick stainless steel, beveled top and 2 sides (B3E), square corners, complying with BHMA A156.6, and fastened with oval head Phillips fasteners countersunk into plate surface.
1. Series 8400; Ives: H. B. Ives (IVS).
2. K1050 Doorplate Series; Rockwood Manufacturing Company (RM).
3. KA050-2 Armor Plate and KOO50 for Kickplates; Triangle Brass Manufacturing Company, Inc. (TBM).
B. Size: Furnish kick and armor plates sized 2 inches (51 mm) less than door width. Furnish kickplates in 12 inches (305 mm) heights, furnish armor plates in 48 inches (1219 mm) heights unless otherwise indicated. Provide protective plates with cutouts for locks, louvers and windows to the extent indicated. Mount protective plates flush with bottom of door.
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2.13 STOPS AND HOLDERS
A. Concealed Overhead Door Holders: Heavy duty, concealed mounting, full mortised, bronze bodied, slide track design, with heavy shock absorber spring providing 5 to 7 degree compression before dead-stop, non-metal slide and shock blocks, 110 degree maximum opening, complying with BHMA A156.8 Type C11511 for hold open and Type C11541 for stop function. Provide stop, or hold open, functions as scheduled.
1. 1000 Series; Architectural Builders Hardware Mfg., Inc. (ABH).
2. 100 Series; Glynn-Johnson (GJ).
3. Checkmate Heavy Duty 1 Series; Rixson-Firemark, Inc. (RIX).
B. Exposed Overhead Door Holders: Heavy duty, surface mounted, bronze bodied, slide track design, with heavy shock absorber spring providing 5 to 7 degree compression before dead-stop, non-metal slide and shock blocks, 110 degree maximum opening, complying with BHMA A156.8 Type C12511 for hold open and Type C12541 for stop function. Provide stop, or hold open, functions as scheduled.
1. 9000 Series; Architectural Builders Hardware Mfg., Inc. (ABH).
2. 90 Series; Glynn-Johnson (GJ).
3. Checkmate Heavy Duty 9 Series; Rixson-Firemark, Inc. (RIX).
C. Electromagnetic Door Hold Opens for Labeled Fire and Smoke Door Assemblies: Provide each electromagnetic door hold open with fail-safe operation, concealed wiring, door mounted contact plates with concealed mounting fasteners, shims, extensions, and installed approximately 6 inches in from lock edge of door. Comply with BHMA A156.15 for wall mounted single unit, water resistant floor mounted single unit, water resistant floor mounted double unit for back to back mounting to the extent indicated. Coordinate voltage and current characteristics with power supplied to holders, in addition coordinate with fire detectors and interface with fire alarm system.
1. Wall Mounted Single Unit – Low Profile:
a. Model 989; Rixson-Firemark, Inc. (RIX).
b. Model 2100 with #20100 1" extension; Architectural Builders Hardware Mfg., Inc. (ABH).
D. Silencers for Metal Door Frames: BHMA A156.16, Type L03011; grey rubber, minimum diameter 1/2 inch (13 mm); fabricated for drilled-in application to frame, specifically designed to form an air pocket to absorb shock and reduce noise of door closing. Provide 2 silencers for each pair of doors, 3 silencers for each single door.
1. 8S; Door Controls International (DCI).
2. SR64; H. B. Ives (IVS).
3. 1229A; Triangle Brass Manufacturing Company, Inc. (TBM).
4. 608; Rockwood Manufacturing Company (RM).
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E. Wall Stops: Cast disc type with concave rubber bumper, having a 2-1/2 inch (63.5 mm) diameter base with nominal 1 inch (25 mm) projection and concealed attachment to substrate.
1. For Attachment to Masonry: Complying with BHMA A156.16, Type L12251 or L12101.
a. WS401CCV, WS407CVX; H.B. Ives (IVS).
b. 1276CCS; Triangle Brass Manufacturing Company, Inc. (TBM).
2. For Attachment to Gypsum Wallboard: Complying with BHMA A156.16, Type L12251 or L12101.
a. WS402CCV, WS407CVX; H.B. Ives (IVS).
b. 1274CCS; Triangle Brass Manufacturing Company, Inc. (TBM).
2.14 DOOR GASKETING
A. Type 1: Self-adhesive flexible silicone type, continuous gaskets for installation at all heads and jambs of doors:
1. 5050C; National Guard Products, Inc. (NGP).
2. S88BL; Pemko Manufacturing Co., Inc. (PEM).
3. 188BK; Zero International, Inc. (ZRO).Type
B. Type 2: Self-adhesive flexible silicone type, continuous gaskets for installation at all heads and jambs of doors, extruded aluminum automatic door bottoms with two lines of flexible, silicone type, continuous gaskets for mortised installation at door bottoms.
1. 5050C x 320S automatic door bottom; National Guard Products, Inc. (NGP).
2. S88BL x 420ASL automatic door bottom; Pemko Manufacturing Co., Inc. (PEM).
3. WS108BL x DB044 automatic door bottom; Ultra.Thresholds.
C. Smoke Gasket:
Self-adhesive flexible silicone type, continuous gaskets for installation at all heads and jambs of doors:
1. 5050C; National Guard Products, Inc. (NGP).
2. S88BL; Pemko Manufacturing Co., Inc. (PEM).
3. 188BK; Zero International, Inc. (ZRO).Types
D. Perimeter Gasket:
Rigid jamb weatherstrip seals gaps to reduct sound infiltration, continuous gaskets for installation at all heads and jambs of door.
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1. 303_S (PG) Standard Perimeter Gasketing; Pemko Manufacturing Co., Inc. (PEM).
2.15 MISCELLANEOUS DOOR HARDWARE
A. Boxed Power Supplies: Modular unit in NEMA ICS 6, Type 4 enclosure; filtered and regulated; voltage rating and type matching requirements of door hardware served; and listed and labeled for use with fire alarm systems.
2.16 FABRICATION
A. Manufacturer's Nameplate: Provide each door hardware item without exposed manufacturers labels, names, or designs.
B. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to manufacturer’s specified fastener for each application intended. Provide Phillips oval-head screws with finished heads to match surface of door hardware item being attached. Machine screws and expansion shields shall be used for attaching hardware to concrete and masonry. Use through-bolts for renovation work only where existing door blocking and reinforcements are unknown.
1. Concealed Fasteners: All new doors and door frames have been specified with adequate blocking and reinforcement provisions to eliminate exposed throughbolting of hardware items. Doors installed with exposed through-bolts will be rejected and replaced by the Contractor at no cost to the Owner. Where through bolts are used on existing doors provide sleeves for each through bolt.
2.17 FINISHES
A. Standard: Comply with BHMA A156.18.
B. Appearance of Finished Work: Finishes of the same designation, that come from 2 or more sources, shall match when the items are viewed at arms-length and approximately 2' apart. Unless otherwise scheduled, match each hardware item in a single hardware set with the scheduled latch or lock set finish. Painting of BHMA 600 (USP) surfaces is required and is specified under Division 09 Section “Painting.” C. Designations: The abbreviations used to schedule hardware finishes are generally BHMA (Federal Standards where indicated in parenthesis) designations. Comply with base material and finish requirements indicated by the following:
1. BHMA 600 (USP): Primed for painting.
2. BHMA 626 (US26D): Satin chromium plated.
3. BHMA 628 (US28): Satin aluminum, clear anodized.
4. BHMA 630 (US32D): Satin stainless steel.
5. Alum.: Aluminum.
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2.18 DOOR SIGNAGE
A. Adhesive Sign - Self adhesive – Poste on egress size of door vertically on frame as required by CBC. ‘THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED”.
2.19 SECURITY HARDWARE
A. HID Global Door Access Control Systems.
1. Card Readers: ProPro II 5455, Mini 5365 at mullions
2. Controller VertX EVO V1000 Network Controller
3. Door Position Sensors
PART 3 EXECUTION
3.01 INSTALLATION
A. Mounting Heights: Mount door hardware units at the following heights, unless specifically indicated on the drawings or required to comply with governing regulations. Accessible hardware must e centered between 34” and 44” above finish floor per accessibility requirements:
1. Locks and Latches: 38 inches to center of lever from finish floor.
2. Door Pulls: 34 inches from finish floor to center of grip. Pull bases centered on door stiles, unless otherwise indicated.
3. Door Pulls: Pull bases centered on top and bottom door rails and spaced from lock edge of door stile as indicated, or recommended, by the pull manufacturer.
4. Push Plates: 40 inches from finish floor to center of plate. Coordinate with pull location.
5. Butt Hinges: 10 inches to bottom of lowest hinge from finish floor; 5 inches to top of upper hinge from top of door; space intermediate hinges equally between lower and upper hinges.
6. Deadbolts: Not more than 44 inches from finish floor to operating trim.
B. Install each door hardware item to comply with manufacturer's written instructions. Install overhead surface closers for maximum degree of opening obtainable. Place on room side of corridor doors, stair side of stair doors, secondary corridor side of doors between corridors. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be finished, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Section 09 90 00 “Paint”. Do not install surface-mounted items until finishes have been completed on substrates involved.
C. Do not install permanent key cylinders in locks until the time of preliminary acceptance by the Owner. At the time of preliminary acceptance, and in the presence of the Owner's representative, permanent key all lock cylinders. Record and file all keys in the key control system specified, and turn system over to Owner for sole possession and control.
SECTION 08 71 00 DOOR HARDWARE
DOOR HARDWARE 08 71 00 - 15 of 18
D. Thresholds: Thresholds shall be secured with a minimum of 3 fasteners per single door width and 6 fasteners per double door width with a maximum spacing of 12 inches.
Minimum screw size shall be No. 10 length, dependent on job conditions, with a minimum of 3/4 inch thread engagement into the floor or anchoring device used. Screw heads to be countersunk and flush with face of threshold. Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Section 07 09 00 "Joint Sealants".
3.02 ADJUSTING
A. Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every hardware component. Replace hardware components that cannot be adjusted to operate as intended.
B. Adjust and check each door closer. The maximum effort to operate doors shall not exceed 5 pounds for exterior and interior doors per code.
3.03 CLEANING AND PROTECTION
A. Clean adjacent surfaces soiled by door hardware installation. Clean hardware components as necessary to restore proper finish. Provide protection during the progress of the work and maintain conditions that ensure door hardware is in perfect working order and without damage or deterioration at time of Substantial Completion.
3.04 DOOR HARDWARE SCHEDULE – SCHEDULED DOORS
A. Door Hardware Schedule follows at end of this Section.
DOOR HARDWARE
The Owner is seeking best bid on items specified. Any questions or concerns regarding the items or equals specified must be brought to the attention of the Owner’s Representative before bid submittal.
Owner will make all final decisions regarding the products to be used. If, after bid acceptance, Contractor presents hardware items that are not named equals, there may be a charge to the Contractor for evaluation of those products.
Hinge quantity will vary with size of door; follow manufacturer’s recommendations. Hinges on all Exterior Doors to be nonferrous stainless-steel material and have non-removable pins.
All cylinders to be full-faced interchangeable core cylinders with square shouldered (not tapered) compression rings, 6 pin, standard threaded, keyed into the Owner’s standard, with cams to suit lock functions. Provide cylinders for installation into all locks.
HARDWARE GROUPS
GROUP #1
1 1/2 Pair Butts BB1279 Hager
1 Lockset F07 (storage function) Schlage
1 Cylinder to match system Best
1 Closer 4041 LCN
1 Kickplate K1050 12” bevel 4 sides Rockwood
1 Wall Stop WS407CCV Ives
3 Mutes SR64 Ives
SECTION 08 71 00 DOOR HARDWARE
DOOR HARDWARE 08 71 00 - 16 of 18
GROUP #2 (Sliding Door)
*Security Door Hardware – Group 2
1 Door Contact
1 Card Reader
1 Power Supply
GROUP #3
1 1/2 Pair Butts BB1279 Hager
1 Lockset F04 (office function) Schlage
1 Cylinder to match system Best
1 Wall Stop WS407CVX Ives
3 Mutes SR64 Ives
GROUP #4
1 1/2 Pair Butts BB1279 Hager
1 Lockset F02 (privacy) Schlage
W “Occupied” indicator and “EZ” thumb turn
1 Cylinder to match system Best
1 Wall Stop WS407CCV Ives
3 Mutes SR64 Ives
GROUP #5 (Exterior Door)
1 1/2 Pair Butts BB1279 Hager
1 Lockset F07 (storage function) Schlage
1 Cylinder to match system Best
1 Closer 4041 LCN
1 Kickplate K1050 12” bevel 4 sides Rockwood
1 Overhead Stop 90 Series GJ
1 Perimeter Gasket 303AS Pemko
1 Drip Cap 346C Pemko
1 Threshold 14/1A Pemko
1 Sill Sweep
1 Latch Guard 321 Rockwood
3 Mutes SR64 Ives
GROUP #6
1 1/2 Pair Butts BB1279 Hager
1 Lockset F01 (passage function) Schlage
1 Closer 4041 LCN
1 Kickplate K1050 12” bevel 4 sides Rockwood
1 Wall Stop WS407CVX Ives
3 Mutes SR64 Ives
1 Perimeter Gasket 303AS Pemko
GROUP #7 (Exterior Door)
1 1/2 Pair Butts BB1279 Hager
1 Lockset F07 (entrance function) Schlage
1 Cylinder to match system Best
1 Closer 4041 LCN
1 Kickplate K1050 12” bevel 4 sides Rockwood
1 Overhead Stop 90 Series GJ
1 Perimeter Gasket 303AS Pemko
SECTION 08 71 00 DOOR HARDWARE
DOOR HARDWARE 08 71 00 - 17 of 18
1 Drip Cap 346C Pemko
1 Threshold 14/1A Pemko
1 Sill Sweep
1 Latch Guard 321 Rockwood
3 Mutes SR64 Ives
GROUP #8
1 1/2 Pair Butts BB1279 Hager
1 Lockset F04 (office function) Schlage
1 Cylinder to match system Best
1 Closer 4041 LCN
1 Kickplate K1050 12” bevel 4 sides Rockwood
1 Wall Stop WS407CVX Ives
3 Mutes SR64 Ives
GROUP #9
1 1/2 Pair Butts BB1279 Hager
1 Lockset F20 (entrance function) Schlage
1 Cylinder to match system Best
1 Wall Stop WS407CVX Ives
3 Mutes SR64 Ives
GROUP #10
1 1/2 Pair Butts BB1279 Hager
1 Lockset F07 (storage function) Schlage
1 Cylinder to match system Best
3 Mutes SR64 Ives
GROUP #11 (Exterior Door)
1 1/2 Pair Butts BB1279 Hager
1 Lockset F07 (storage function) Schlage
1 Cylinder to match system Best
1 Closer 4041 LCN
1 Kickplate K1050 12” bevel 4 sides Rockwood
1 Overhead Stop 90 Series GJ
1 Perimeter Gasket 303AS Pemko
1 Drip Cap 346C Pemko
1 Threshold 14/1A Pemko
1 Sill Sweep
1 Latch Guard 321 Rockwood
3 Mutes SR64 Ives
GROUP #12
1 1/2 Pair Butts BB1279 Hager
1 Lockset Fixed outside/free inside Schlage
1 Electric Strike 6200 Series Von Duprin
1 Cylinder to match system Best
1 Power Transfer Hinge EPT-10C x SP28 w. connectors Von Duprin 1 Door Wire Harness to be determined Von Duprin
1 Door Contact 2507A GE Security
1 Closer 4041 LCN
1 Kickplate K1050 12” bevel 4 sides Rockwood
1 Wall Stop WS407CVX Ives
1 Perimeter Gasket 303AS Pemko
1 Drip Cap 346C Pemko
1 Threshold 14/1A Pemko
SECTION 08 71 00 DOOR HARDWARE
DOOR HARDWARE 08 71 00 - 18 of 18
1 Latch Guard 321 Rockwood
3 Mutes SR64 Ives
*Security Door Hardware – Group 12
1 Door Contact
1 Card Reader
1 Power Supply
GROUP #13
1 1/2 Pair Butts BB1279 Hager
1 Lockset F07 (storage function) Schlage
1 Electric Strike 6200 Series Von Duprin
1 Cylinder to match system Best
1 Wall Stop WS407CVX Ives
3 Mutes SR64 Ives
*Security Door Hardware – Group 13
1 Door Contact HID Global
1 Card Reader Secured Side
1 Power Supply
GROUP #14
1 1/2 Pair Butts BB1279 Hager
1 Lockset F04 (office function) Schlage
1 Cylinder to match system Best
1 Wall Stop WS407CVX Ives
3 Mutes SR64 Ives
*Security Door Hardware – Group 14
1 Door Contact HID Global
1 Card Reader Secured Side
1 Power Supply
GROUP #15
*See Specifications Section 10 22 39 - Folding Glass Partitions for additional information. 1 Lockset F07 (entrance function) Schlage
1 Cylinder to match system Best
END OF SECTION
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 1 of 8
PART 1 GENERAL
1.01 SUMMARY
A. This section specifies glass, related glazing materials and accessories. Glazing products specified apply to factory or field glazed items.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 LABELS
A. Temporary Labels:
1. Provide temporary label on each light of glass identifying manufacturer or brand and glass type, quality and nominal thickness.
2. Label in accordance with NFRC (National Fenestration Rating Council) label requirements.
3. Temporary labels shall remain intact until glass is approved by the Owner.
4. Permanent labels:
a. Locate in corner for each pane.
b. Label in accordance with ANSI Z97.1:
1) Tempered glass
2) Organic coated glass
1.04 PERFORMANCE REQUIREMENTS
A. Glass Thickness:
1. Select thickness of exterior glass to withstand dead loads and wind loads acting normal to plane of glass at design pressures calculated in accordance with ASCE 7 and the CBC
2. Test in accordance with ASTM E 1300
3. Thicknesses listed are minimum. Coordinate thicknesses with framing system manufacturers
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 2 of 8
1.05 SUBMITTALS
A. Manufacturer’s Certificates:
1. Certificate on shading coefficient
2. Certificate on “R” value when value is specified
B. Warranty: Submit written guaranty, conforming to General Condition requirements, and to “Warranty of Construction” Article in this Section.
C. Manufacturer’s Literature and Data:
1. Glass, each kind required
2. Insulating glass units
3. Glazing cushion
4. Sealing compound
D. Samples:
1. Size: 6 inches by 6 inches
2. Tempered Low-E glass
3. Insulated glass
4. Glass Film
E. Preconstruction Adhesion and Compatibility Test Report: Submit glazing sealant manufacturer’s test report indicating glazing sealants were tested for adhesion to glass and glazing channel substrates and for compatibility with glass and other glazing materials.
1.06 MOCK-UP
A. Insulated Tempered Glass: Contractor to provide multiple Mock-Ups to determine new glazing system to match appearance of exterior glazing system.
1. Architect to select final glazing system from mock-ups on site.
2. Mock-Up to be minimum of 12”x12”.
1.07 DELIVERY, STORAGE AND HANDLING
A. Delivery: Schedule delivery to coincide with glazing schedules so minimum handling of crates is required. Do not open crates except as required for inspection for shipping damage.
B. Storage: Store cases according to printed instructions on case, in areas least subject to traffic or falling objects. Keep storage area clean and dry.
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 3 of 8
C. Handling: Unpack cases following printed instructions on case. Stack individual windows on edge leaned slightly against upright supports with separators between each.
1.08 PROJECT CONDITIONS
A. Field Measurements: Field measure openings before ordering tempered glass products.
Be responsible for proper fit of field measured products.
1.09 WARRANTY
A. Warranty: Conform to terms of "Warranty of Construction"
1. Insulating glass units to remain sealed for 10 years.
1.010 APPLICABLE PUBLICATIONS
A. Publications listed below form a part of this specification to extend referenced.
Publications are referenced in text by basic designation only.
B. American Society for Testing and Materials (ASTM):
C794-10 Adhesion-in-Peel of Elastomeric Joint Sealants
C864-05 Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers
C920-11 Elastomeric Joint Sealants
C964-07 Standard Guide for Lock-Strip Gasket Glazing
C1036-06 Flat Glass
C1048-12 Heat-Treated Flat Glass-Kind HS, Kind FT Coated and Uncoated Glass C1376-10 Pyrolytic and Vacuum Deposition Coatings on Flat Glass E84-10 Surface Burning Characteristics of Building Materials E119-10 Standard Test Methods for Fire Test of Building Construction and Material
E413-16 Classification for Rating Sound Insulation
E2190-10 Insulating Glass Unit
C. Code of Federal Regulations (CFR):
16 CFR 1201 Safety Standard for Architectural Glazing Materials; 2010 D. National Fenestration Rating Council (NFRC)
E. Glass Association of North America (GANA):
1. Glass Manual (Latest Addition)
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 4 of 8
2. Sealant Manual (2009)
F. American Society of Civil Engineers (ASCE):
ASCE 7-16 Wind Load Provisions
PART 2 PRODUCTS
2.01 GL-1: INSULATED TEMPERED GLASS - EXTERIOR DOORS
A. 1–3/16” Laminated Insulating Acoustical Unit
1. ASTM C1048, Kind FT, Type I, Class 1, Quality q3
2. Basis of design unit: Thickness, 6 mm (1/4 inch), Solarban 70XL, Optigray, Low E coated, tempered
a. Contractor to provide multiple Mock-Ups per Section 1.06. Coordinate final selection with Architect.
3. Air space, 13.2 mm (1/2 inch)
4. Thickness, 4.7 mm (3/16 inch), tempered
5. 1.5 mm (0.060 inch) clear thick interlayer PVB
6. Thickness, 4.7 mm (3/16 inch), tempered
7. Performance: VLT 34; SHGC .22, Shading .26, Reflectance 10%, U value-W .29, U value-S .27.
2.02 GL-2: INTERIOR TEMPERED GLASS – STOREFRONT
A. Tempered Glass:
1. ASTM C1048, Kind FT, Type I, Class 1, Quality q3
2. Thickness, 6 mm (1/4 inch), tempered
3. Color: Clear
2.03 GL-3: INSULATED TEMPERED SPANDREL GLASS - EXTERIOR A. Low-E Insulated Tempered Glass:
1. ASTM C1048, Kind FT, Type I, Class 1, Quality q3 with low emissivity pyrolytic coating having an E of 0.15
2. Basis of design unit: 1-inch insulated unit with exterior pane of (1/4 inch) Vitro Solarban 60 (2) and interior pane of 6mm (1/4 inch) Optigrey tempered glass and 4 th surface opacifier with 13.2 mm (1/2 inch) air space
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 5 of 8
a. Contractor to provide multiple Mock-Ups per Section 1.06. Coordinate final selection with Architect.
2.04 GL-4: INSULATED TEMPERED GLASS - EXTERIOR
A. Low-E Insulated Tempered Glass:
1. ASTM C1048, Kind FT, Type I, Class 1, Quality q3 with low emissivity pyrolytic coating having an E of 0.15
2. Basis of design unit: 1-inch insulated unit with exterior pane of 6mm (1/4 inch) Vitro tempered Solarban 70XL (2) Optigray sputtered and interior pane of 6mm (1/4 inch) clear tempered glass with 13.2 mm (1/2 inch) air space a. Contractor to provide multiple Mock-Ups per Section 1.06. Coordinate final selection with Architect.
3. Performance: VLT 47; SHGC .24, Shading .28, Reflectance 8%, U value-W .28, U value-S .26.
2.05 ACCESSORIES
A. As required to supplement the accessories provided with the items to be glazed and to provide a complete installation. Ferrous metal accessories exposed in the finished work shall have a finish that will not corrode or stain while in service.
B. Setting Blocks: ASTM C864:
1. Channel shape; having 1/4 inch internal depth
2. Shore a hardness of 80 to 90 Durometer
3. Block lengths: two inches except four to six inches for insulating glass
4. Block width: Approximately 1/16 inch less than the full width of the rabbet
5. Block thickness: Minimum 3/16 inch, sized for rabbet depth, as required C. Spacers: ASTM C864:
1. Channel shape having a 1/4 inch internal depth
2. Flanges not less 3/32 inch thick and web 1/8 inch thick
3. Lengths: One to one to three inches
4. Shore a hardness of 40 to 50 Durometer
D. Sealing Tapes:
1. Semi-solid polymeric based material exhibiting pressure sensitive adhesion and withstanding exposure to sunlight, moisture, heat, cold, and aging.
2. Shape, size and degree of softness and strength suitable for use in glazing application to prevent water infiltration.
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 6 of 8
E. Glazing Gaskets : ASTM C864:
1. Soft, closed-cell with locking key for sash key
2. Flanges may terminate above the glazing beads or terminate flush with top of beads.
F. Glazing Sealants: ASTM C920, silicone neutral cure:
1. Type S
2. Class 25
3. Grade NS
4. Shore A hardness of 25 to 30 Durometer
G. Color:
1. Color of glazing compounds, gaskets, and sealants used for aluminum color frames shall match color of the finished aluminum and be non-staining.
2. Color of other glazing compounds, gaskets, and sealants which will be exposed in the finished work and unpainted shall be black.
H. Glass Film:
1. 3M Fasara Glass Finishes. Type and configuration as shown on window elevations and per architect direction. Pressure sensitive adhesive polyester film with pattern.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verification of Conditions:
1. Examine openings for glass and glazing units; determine they are proper size; plumb; square; and level before installation is started.
2. Verify that glazing openings conform with details, dimensions and tolerances indicated on manufacturer’s approved shop drawings.
B. Advise Contractor of conditions which may adversely affect glass and glazing unit installation, prior to commencement of installation: Do not proceed with installation until unsatisfactory conditions have been corrected.
3.02 PREPARATION
A. For sealant glazing, prepare glazing surfaces in accordance with GANA-02 Sealant Manual.
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 7 of 8
B. Determine glazing unit size and edge clearances by measuring the actual unit to receive the glazing.
C. Shop fabricate and cut glass with smooth, straight edges of full size required by openings to provide GANA recommended edge clearances.
D. Verify that components used are compatible.
E. Clean and dry glazing surfaces.
F. Prime surfaces scheduled to receive sealants, as determined by preconstruction sealantsubstrate testing.
3.03 INSTALLATION – GENERAL
A. Install in accordance with GANA-01 Glazing Manual and GANA-02 Sealant Manual unless specified otherwise.
B. Glaze in accordance with recommendations of glazing and framing manufacturers, and as required to meet the Performance Test Requirements specified in other applicable sections of specifications.
C. Set glazing without bending, twisting, or forcing of units.
D. Do not allow glass to rest on or contact any framing member.
E. Glaze doors and operable sash, in a securely-fixed or closed-and-locked position, until sealant, glazing compound, or putty has thoroughly set.
F. Tempered Glass: Install with roller distortions in horizontal position unless otherwise directed.
G. Insulating Glass Units:
1. Glaze in compliance with glass manufacturer's written instructions.
2. When glazing gaskets are used, they shall be of sufficient size and depth to cover glass seal or metal channel frame completely.
3. Do not use putty or glazing compounds.
4. Do not grind, nip, cut, or otherwise alter edges and corners of fused glass units after shipping from factory.
3.04 REPLACEMENT AND CLEANING
A. Clean new glass surfaces removing temporary labels, paint spots, and defacement.
B. Replace cracked, broken, and imperfect glass, or glass which has been installed improperly.
C. Leave glass, putty, and other setting material in clean, whole, and acceptable condition.
3.05 PROTECTION
SECTION 08 80 00 GLAZING
GLAZING 08 80 00- 8 of 8
A. Protect finished surfaces from damage during erection, and after completion of work.
Strippable plastic coatings on colored anodized finish are not acceptable.
3.06 GLAZING SCHEDULE
A. Tempered Glass:
1. Install in full and half glazed doors unless indicated otherwise.
2. Use clear, tempered glass on interior side lights and doors unless otherwise indicated or specified.
B. Tempered Glass Low E Glass:
1. Install Sealed Edge Unit (SEU) Low-E tempered in exterior pane of dual glazed storefronts.
END OF SECTION
SECTION 09 06 00 SCHEDULE FOR FINISHES
SCHEDULE FOR FINISHES 09 06 00 - 1 of 6
DIVISION 3 – CONCRETE
03 30 00 Cast-In-Place Concrete Clear Seal
DIVISION 5 – METALS
05 50 00 Metal Fabrications
Guard and Rails See section 09 90 00 below.
DIVISION 6 – WOOD AND PLASTIC
06 40 23 Interior Architectural Millwork
Cabinetwork
Faces: Natural Select Cherry, Plain Sliced.
Stain/Finish: To match Doors, see spec. section 08 14 00 Locks: 626 Brushed/Satin Chrome
Pulls: 626 Brushed/Satin Chrome
S-1 Countertop: Manufacturer: Corian
Material: Quartz
Color/Style: Valente Pearl
DIVISION 7 – THERMAL MOISTURE PROTECTION
07 24 00 Insulation & Finish System (EIFS)
Color & Texture: Provide Architect with options to best match adjacent surfaces. Final selection per Architect
selection.
07 62 00 Sheet Metal Flashing and Trims
Coping: Custom: Per Architect Selection
Flashing and Counter Flashing Stainless Steel
07 90 00 Joint Sealants
Color: Provide Architect with options to best match
adjacent surfaces. Final selection per Architect
selection.
DIVISION 8 – DOORS AND WINDOWS
08 11 13 Hollow Metal Doors & Frames
Paint: Per Architect Selection in Section 09 90 00
08 14 00 Wood Doors
Interior Flush Door: Masonite Architectural
Series: Aspiro
Species: Cherry wood
Slice: Plain
Wood Door Stain: Masonite Architectural
Series: Aspiro
SECTION 09 06 00 SCHEDULE FOR FINISHES
SCHEDULE FOR FINISHES 09 06 00 - 2 of 6
Stain Color: Stout
08 31 00 Access Doors and Frames Paint to match adjacent surfaces 08 41 13 Aluminum-Framed Storefronts, including sliding doors and hardware Framing Color: Anodized Aluminum Dark Bronze
08 42 29 Sliding Automatic Entrances, including door, frame, and hardware Framing Color: Anodized Aluminum Dark Bronze
08 71 00 Door Hardware
Locksets: US26D, Brushed/Satin Chrome
Closers: US26D, Brushed/Satin Chrome
Butts: US26D, Brushed/Satin Chrome
Exit Devices: US26D, Brushed/Satin Chrome
Weather-stripping Aluminum, Dark Bronze
08 80 00 Glazing
GL-1: Exterior Doors Color: Clear
GL-2: Interior Tempered Color: Clear
DIVISION 9 – FINISHES
09 30 13 Porcelain Tile
CT-1 (floor): Daltile
Style: Emerson Wood
Color: EP01 Butter Pecan Plank
Finish: Matte
Shade Variation: Random (V4)
Size: 6"x48"
Thickness: 5/16"
Joints: 1/8”
Pattern: 33% running bond
CT-2 (toilet wall): Daltile
Collection: Linear, Color Wheel Collection - Glazed Ceramic Color: 0190, Artic White
Pattern: Horizontal, straight stack
Finish: Semi-gloss
Size: 4” x 16”
Joints: 1/16”
CT3 (drinking fountain): Garden State Tile
Collection: Slash Collection
Color: Slash White W Dots Deco (SLSH1 73W)
Pattern: Horizontal, straight stack
Finish: Semi-Gloss
Size: 3”x12”
SECTION 09 06 00 SCHEDULE FOR FINISHES
SCHEDULE FOR FINISHES 09 06 00 - 3 of 6
Joints: 1/16”
CT-B (wall base) Daltile
Collection: Linear, Color Wheel Collection - Glazed Ceramic Color: 0190, Artic White
Trim Base: S44D9 / 4x16
*Installed @ painted GWB walls only
Finish: Semi-gloss
Size: 4” x 16”
Joints: 1/16”
GRT-1 (floor tile grout): Color: Mapei, 107 Iron or Per Architect’s selection Mold and Mildew resistant
GRT-2 (wall tile grout): Color: Mapei, 00 White or Per Architect’s selection Mold and Mildew resistant
09 51 00 Acoustical Ceilings
ACT-1: Armstrong Cirrus, Angled Tegular, 24"x24"x15/16" Color: White finish.
NRC 0.70
ACT-2: Armstrong Ceramaguard, 24" x 24" x 15/16"
square edge.
Color: White.
NRC 0.70
Ceiling Grid: Type1: Exposed Grid, 15/16, Prelude XL
Color: Standard White
09 65 00 Resilient Flooring and Base
RF-1 (Flooring): Interface, High performance LVT
Collection: Stargazing Collection
Product: A017, Scorpio
Color: Silverlight
Size: 19.6"x19.6"
Pattern: Monolithic
Thickness: 0.18 inch (4.5 mm)
RF-2 (Stair Tread/Riser): Mannington Commercial/Burke Stairway System Collection: Linear Series
Style: Visually Impaired Safety Stair Treads
Tread Material: Type TP (Thermoplastic Rubber)
Riser Material: Type TP (Thermoplastic Rubber)
Profile: Linear
Nose: Square
Color: Rocky 660
ADA Tread Insert: 2” Abrasive Strip, Black
RF-3 (Rubber flooring Mannington Commercial
@ Stair landing): Collection: Color Anchor Rubber
SECTION 09 06 00 SCHEDULE FOR FINISHES
SCHEDULE FOR FINISHES 09 06 00 - 4 of 6
Style: ColorScape Tile
Material: Thermoset Rubber Tile
Classification: ASTM F1344, Type 1 (A), Grade 1
Thickness: 1/8”
Profile: Sculptured
Color: Rocky 660
Size: 36” x 36”
RB-1 (base): Mannington Commercial
Collection: Edge Effects
Classification: ASTM F1861, Group 1
Type: Type TP (Thermoplastic Rubber)
Style: Etched EEETC
Color: Black 701
Finish: Matte
Thickness: 1/4”
Profile Height: 6"
Profile: Smooth
09 65 19 Static Dissipative Resilient Flooring
SDT-1 (flooring): Armstrong, Static Dissipative Tile
Product Line: Excelon SDT
Construction: Vinyl Composition Tile
Color: Pearl White - 51953
Size: 12” x 12”
Pattern: ¼ turn
Thickness: 1/8 inch (3.2 mm)
09 68 13 Carpet Tile
CPT-1 Interface
Collection: Net Effect Collection
Product: B701, planks
Color: 102893 Caspian
Pattern: Ashlar
Backing: GlasBac
09 90 00 Painting
PT-1 - Ceiling Sherwin Williams, High Reflective White, SW-7757, Location Number: 256-C1
PT-2 - Interior walls Sherwin Williams, Pure White, SW-7005, Location Number: 255-C1
PT-3 - Interior Hollow Metal Door
Frames, Interior Hollow
Metal Doors &
Handrails Sherwin Williams, Caviar, SW-6990
Location Number: 251-C2
PT-4 – Exterior Doors Sherwin Williams, to match existing Anodized Aluminum Dark Bronze framing OR per architect
selection
SECTION 09 06 00 SCHEDULE FOR FINISHES
SCHEDULE FOR FINISHES 09 06 00 - 5 of 6
PT-5 – Exterior Door Frames Sherwin Williams, to match existing Anodized Aluminum Dark Bronze framing OR per architect
selection
PT-6 – Exterior Guard rails
& Handrails Sherwin Williams, to match existing Anodized Aluminum Dark Bronze framing OR per architect
selection
PT-7 – Additional accent colors per Architect selection.
PT-8 – Exterior troweled flat Sherwin Williams, to match existing paint at Concrete @ new smooth concrete adjacent to existing windows windows
ST-1 – Wood Stain Masonite Architectural, Aspiro Series Color: Stout
DIVISION 10 – SPECIALTIES
10 14 00 Signage
Interior Signage:
Background Color: Beige
Text Color: Black
Exterior Signage:
Site Signs: Per ADA, CBC and Transportation Standards
10 22 39 Folding Glass Partitions
Framing Color: Anodized Aluminum Dark Bronze
10 26 00 Wall Protection
Accessories: Stainless Steel corner guards
Height: 48” high unless otherwise noted in Drawings
Finish: No. 4 Stainless Steel - Satin
10 28 00 Toilet Accessories
Accessories: No. 4 Stainless Steel Satin Finish
Grab Bars: Stainless Steel
Mirror: Stainless Steel Framing
10 44 13 Fire Extinguisher Cabinets
Finish: Larsen, Architectural Series, Solid Door with
vertical engraved letters, #8 Stainless Steel
DIVISION 12 – FURNISHING
Not Used
DIVISION 14 – CONVEYING EQUIPMENT
14 24 00 Elevator
SECTION 09 06 00 SCHEDULE FOR FINISHES
SCHEDULE FOR FINISHES 09 06 00 - 6 of 6
Flooring: Armstrong, Luxe, A6746
Wall Panel: Plastic Laminate Color, Wood Grained per
Architect selection.
Reveals: 20 ga, match frame finish
Base: 6” high stainless steel, #4 satin
Handrail: 1 1/2” diameter stainless steel, #4 satin, with end caps, 3 sides.
Ceiling: Nine (9) painted panels per Architect selection with center light.
Lighting: LED in each panel
Doors: Stainless steel
Jamb: Stainless steel
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 17 23 Pavement Markings
Line Paint: White
ADA Paint: per CBC
GENERAL NOTES – Schedule for Finishes:
A. See Architectural Finishes Schedule, specifications, and interior elevations for additional finishes information.
B. Miscellaneous metals to be painted per Architect color selection.
C. Paint interior handrails, PT3.
D. Paint interior hollow metal door frames, high gloss, PT3.
E. Paint remaining hollow metal door frames per architect’s selection.
END OF SECTION
SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING
NON-STRUCTURAL METAL FRAMING 09 22 16 - 1 of 5
PART 1 GENERAL
1.01 DESCRIPTION
A. This section specifies steel studs 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.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 TERMINOLOGY
A. Description of terms shall be in accordance with ASTM C754, ASTM C11, ASTM C841 and as specified.
B. Underside of Structure Overhead: The underside of structure overhead shall be the underside of the roof/floor construction supported by beams.
C. Thickness of steel specified is the minimum bare (uncoated) steel thickness.
1.04 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Manufacturer's Literature and Data:
1. Studs, runners and accessories.
2. Furring channels.
3. 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, access panels and corner details.
3. Typical support for external attachments
SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING
NON-STRUCTURAL METAL FRAMING 09 22 16 - 2 of 5
1.05 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE
A. In accordance with the requirements of ASTM C754.
1.06 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)
A123-09 ......................... Zinc (Hot-dip Galvanized) Coatings on Iron and Steel Products A653/A653M-09 ............ Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process
A641-09 ......................... Zinc-Coated (Galvanized) Carbon Steel Wire C11-10 .......................... Terminology Relating to Gypsum and Related Building Materials and Systems
C645-09 ........................ Non-Structural Steel Framing Members C754-09 ........................ Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products
C841-03 (R2008) .......... Installation of Interior Lathing and Furring C954-07 ........................ 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
E580-09 ......................... Application of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Requiring Moderate Seismic
Restraint.
PART 2 PRODUCTS
2.01 PROTECTIVE COATING
A. Galvanize steel studs, runners (track), rigid (hat section) furring channels, "Z" shaped furring channels, and resilient furring channels, with coating designation of G-60, per ASTM A123.
2.02 STEEL STUDS AND RUNNERS (TRACK)
A. ASTM C645, modified for thickness specified and sizes as shown.
1. Use ASTM A653 steel, 0.8 mm (0.0329 inch) thick bare metal (33 mil).
2. Runners same thickness as studs.
SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING
NON-STRUCTURAL METAL FRAMING 09 22 16 - 3 of 5
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 as shown.
D. Studs 3600 mm (12 feet) or less in length shall be in one piece.
2.03 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 bare metal, with 32 mm (1-1/4 inch) and 19 mm (3/4 inch) flanges.
2. Web furring depth to suit thickness of insulation with slotted perforations.
D. Rolled Steel Channels: ASTM C754, cold rolled; or, ASTM C841, cold rolled.
2.04 FASTENERS, CLIPS, AND OTHER METAL ACCESSORIES
A. ASTM C754, except as otherwise specified.
B. 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.
C. 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.
D. 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.
E. Tie Wire and Hanger Wire:
1. ASTM A641, soft temper, Class 1 coating.
2. Gage (diameter) as specified in ASTM C754 or ASTM C841.
F. Attachments for Wall Furring:
1. Manufacturers standard items fabricated from zinc-coated (galvanized) steel sheet.
SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING
NON-STRUCTURAL METAL FRAMING 09 22 16 - 4 of 5
2. For concrete 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.
PART 3 EXECUTION
3.01 INSTALLING STUDS
A. Install studs in accordance with ASTM C754, except as otherwise shown or specified.
B. Space studs not more than 610 mm (24 inches) on center.
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, extend studs to underside of structure overhead.
E. Extend studs to underside of structure overhead.
F. Frame jambs of openings as shown.
G. Fasten studs as shown.
H. Form building expansion joints as shown.
3.02 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 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).
SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING
NON-STRUCTURAL METAL FRAMING 09 22 16 - 5 of 5
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.
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.
3.03 INSTALLING SUPPORTS REQUIRED BY OTHER TRADES
A. Provide for attachment and support of electrical outlets, plumbing, heating fixtures, access panel frames, wall bumpers, 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. Including locations for future County supplied and installed accessories and equipment such as; toilet accessories, caulk boards, projection screens and similar.
3.04 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 gypsum board ceilings and for plaster ceilings or soffits.
1. Space framing at 600 mm (24 inch) centers for gypsum board anchorage.
B. Use clips, bolts, or wire ties for direct attachment to steel framing.
C. Existing concrete construction exposed:
1. Use power actuated fasteners either eye pin, threaded studs or drive pins for type of hanger attachment required.
2. Install fasteners at approximate mid height of concrete beams or joists. Do not install in bottom of beams or joists.
D. Do not fasten to steel decking.
E. Construct and install ceiling bracing system as shown and in accordance with ASTM E580.
3.05 TOLERANCES
A. Fastening surface for application of subsequent materials shall not vary more than 3 mm (1/8 inch) from the layout line.
B. Plumb and align vertical members within 3 mm (1/8 inch.) C. Level or align ceilings within 3 mm (1/8 inch.)
END OF SECTION
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SECTION 09 25 00 GYPSUM BOARD
GYPSUM BOARD 09 25 00 - 1 of 4
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Provide gypsum board systems including gypsum board, joint treatment, acoustical accessories, and general accessories for complete installation.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Product Data: Furnish manufacturer's literature for gypsum board, insulation, and acoustical accessories.
C. Manufacturer’s Certification: Furnish manufacturer's certification indicating products comply with Contract Documents and applicable codes.
1.04 PROJECT CONDITIONS
A. Do not begin installation of interior gypsum board until space is enclosed, space is not exposed to other sources of water, and space is free of standing water.
B. Maintain areas to receive gypsum board at minimum 50 degrees F for 48 hours prior to application and continuously after application until drying of joint compound is complete; comply with ASTM C840.
C. Immediately remove from site gypsum board for interior use exposed to water, including gypsum board with water stains, with signs of mold, and gypsum board with mildew.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. National Gypsum Co.
B. Georgia-Pacific Corp.
C. United States Gypsum Co., USG Corp.
SECTION 09 25 00 GYPSUM BOARD
GYPSUM BOARD 09 25 00 - 2 of 4
2.02 PERFORMANCE REQUIREMENTS
A. General: Perform gypsum board work in accordance with ASTM C840 unless otherwise specified.
2.03 MATERIALS
A. Exterior Gypsum Board:
1. ASTM C1177/ C1177M, water-resistant core, 16 mm (5/8 inch) thick.
B. Gypsum Board: Comply with ASTM C840; maximum permissible lengths; ends square cut, tapered edges on boards to be finished.
1. Typical: ASTM C1396, Type X, fire rated gypsum board, unless otherwise indicated.
2. Tile Substrates: Cementitious backer units ASTM C1178, specified in Section 09 30 13 - Tiling.
3. Abuse Resistive: ASTM C1629, 16 mm (5/8 inch) thick., Type X.
C. Gypsum Board Accessories: Comply with ASTM C840.
1. Provide protective coated steel corner beads and edge trim; type designed to be concealed in finished construction by tape and joint compound.
2. Corner Beads: Manufacturer's standard metal beads.
3. Edge Trim: “J”, "L", "LK", or "LC" casing beads.
4. Reinforcing Tape, Joint Compound, Adhesive, Water, Fasteners: Types recommended by system manufacturer and conforming to ASTM C475. a. Typical Joint Compound: Chemical hardening type for bedding and filling, ready-mixed or powder vinyl type for topping.
5. Control Joints: Back to back casing beads.
a. Back control joints with 4 mil thick polyethylene air seal.
D. Acoustical Accessories:
1. Acoustical Sealant: ASTM C919, type recommended for use in conjunction with gypsum board. Paintable, non-shrinking and non-cracking where exposed, nondrying, non-skinning, non-staining, and non-bleeding where concealed. Provide as required for acoustical ratings and at non-fire-rated partitions to seal edges of gypsum board.
2. Electrical Box Pads: Provide at outlet, switch and telephone boxes in walls with acoustical insulation.
a. Manufacturers for Non-Fire Rated Partitions:
1) Harry A. Lowry & Associates (800.772.2521)/Lowry's Electrical Box Pads.
SECTION 09 25 00 GYPSUM BOARD
GYPSUM BOARD 09 25 00 - 3 of 4
2) Tremco Sheet Caulking (650.572.1656).
PART 3 EXECUTION
3.01 INSTALLATION
A. Openings: Obtain dimensions and locations from other trades and provide openings and enclosures for accessories, specialties, equipment, and ductwork.
B. Gypsum Board Installation: Install in accordance with ASTM C840 and manufacturer's recommendations.
1. Use screws when fastening gypsum board to furring and to framing.
2. Erect gypsum board with ends and edges occurring over firm bearing. a. Ensure joints of second layer do not occur over joints of first layer in double layer applications.
3. Place control joints to be consistent with lines of building spaces and as directed by Architect.
a. Provide where system abuts structural elements.
b. Provide at dissimilar materials.
c. Wings of "L", "U" and "T" shaped ceilings.
4. Place corner beads at external corners; use longest practical lengths.
5. Place edge trim where gypsum board abuts dissimilar materials.
6. Tape, fill, and sand exposed joints, edges, corners and openings to produce surface ready to receive finishes; feather coats onto adjoining surfaces.
7. Finishing: Comply with Gypsum Association (GA) “Levels of Gypsum Board Finish”. a. Level 4, three-coat finish to achieve special smooth surface ready for applied paint finishes.
8. Remove and replace defective work.
C. Acoustical Accessories Installation:
1. Place acoustical insulation tight within spaces, around cut openings, behind and around electrical and mechanical items within partitions, and tight to items passing through partitions.
2. Place acoustical sealant within partitions in accordance with manufacturer's recommendations; install acoustical sealant at gypsum board perimeter at:
a. Wood Framing: One or two beads.
SECTION 09 25 00 GYPSUM BOARD
GYPSUM BOARD 09 25 00 - 4 of 4
b. Base layer and face layer.
c. Penetrations of partitions.
3. Tolerance: Maximum 1/4" space between gypsum board at floor, ceiling, and penetrations.
4. Install electrical box pads with pads molded and pressed on back side of box, closing openings, in accordance with manufacturer's instructions, for complete acoustical barrier.
END OF SECTION
SECTION 09 30 13 PORCELAIN TILE
PORCELAIN TILE 09 30 13 - 1 of 5
PART 1 GENERAL
1.01 SUMMARY
A. This Section describes the requirements for furnishing and installing ceramic tile, accessories and related materials as indicated on the Drawings and as specified herein.
1. Floor tile.
2. Toilet room wall tile and base.
3. Drinking fountain alcove.
4. Backsplash, break room.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 REFERENCES
A. American National Standards Institute (ANSI): Standard Specifications for the Installation of Ceramic Tile.
1. ANSI A108.4: Installation of ceramic tile with Water-Resistant Organic Adhesive.
2. ANSI A108.5: Installation of ceramic tile, with Dry-Set Portland Cement Mortar or Latex Portland Cement Mortar.
3. ANSI A108.10: Installation of Grout in Tilework.
4. ANSI A118.1: Dry-Set Portland Cement Mortar.
5. ANSI A118.4: Latex Portland Cement Mort ar.
6. ANSI A118.6: Ceramic Tile Grout.
7. ANSI A137.1: Standard Specifications for Ceramic Tile.
B. Tile Council of America (TCA): “Handbook for Ceramic Tile Installation”.
1.04 SYSTEM DESCRIPTION
A. Design Requirements: Floor tile tested both wet and dry shall have minimum static coefficient of friction of 0.60 in accordance with ASTM C1028.
SECTION 09 30 13 PORCELAIN TILE
PORCELAIN TILE 09 30 13 - 2 of 5
1.05 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Samples:
1. Tile: Submit three full-sized samples of each color, size and type of tile specified
2. Trim Shapes: Each color, type, and shape
C. Product Data:
1. Pictorial information or samples showing manufacturer's full line of standard patterns and colors.
2. Upon completion of ceramic tile Work, submit two copies of a list of recommended maintenance products and procedures.
D. Mock-Up
1. One full toilet room wall with accessories shall be installed prior for Owner approval, prior to completion of remaining tile work.
2. Tile not meeting TCA standards and visual observations of architect for lippage and square shall be removed.
1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver tile in manufacturer's original cartons, grade-sealed by manufacturer in accordance with ANSI A137.1, and with grade seals unbroken.
B. Deliver dry-set mortar in moisture-proof containers.
C. Manufactured mortars and grouts shall be from one manufacturer for each system, shall contain hallmarks certifying compliance with specified TCA and other referenced standards and shall be recommended by tile manufacturer for the application intended.
D. Organic adhesive containers shall bear hallmark of either Adhesive and Sealant Council or Tile Contractors of America certifying compliance with ANSI A136.1.
E. Store materials in accordance with manufacturer's directions and under cover in manner to prevent damage or contamination.
F. Handle materials carefully to avoid chipping and breakage.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Ambient Temperature: At least 50 degrees F and rising, when setting and grouting with Portland-cement mortar for at least 7 days after completion of installation.
B. Follow manufacturer's requirements for ambient temperature when setting and grouting with other than Portland-cement mortar.
SECTION 09 30 13 PORCELAIN TILE
PORCELAIN TILE 09 30 13 - 3 of 5
C. Moisture Conditions: In accordance with tile and installation materials manufacturers' requirements.
D. Protect adjoining work surfaces before tile work begins.
E. Close spaces in which tile is being set to traffic and other work; keep closed until firmly set.
PART 2 PRODUCTS
2.01 MATERIALS
A. Tile, General:
1. Tile shall conform to ANSI A137.1, Standard Grade, and shall be the product of Daltile Company or approved equal.
2. Units shall be factory made. Furnish bases, caps, stops, returns, trimmers, and other shapes for a complete installation within limits of selected manufacturer’s type group. Vertical internal corners and external corners shall be bull-nosed, including all transitions. Corners shall use special shapes that avoid straight edges, end of tile runs shall be bull-nosed. Finish shall match that of wall tile.
B. Ceramic Tile Type:
1. See Section 09 06 00. Schedules of Finishes.
C. Trim Shapes and Bases:
1. Provide bull-nose, returns, trimmers, and other shapes, both standard and special, to finish installation. See Drawings and Tile Trim in Section 2.02 Setting Materials for additional information.
2.02 SETTING MATERIALS
A. Concrete Primer: As recommended by waterproofing membrane manufacturer.
B. Waterproofing Membrane: Elastomeric-based, polyurethane coating, 3M Company "Scotch-Clad Brand Deck Coating Base Coat," or accepted equal.
C. Dry-Set Mortar: Conforming to ANSI A118.1.
D. Latex Portland Cement Mortar: Conforming to ANSI A118.4.
E. Organic Adhesive: In conformance with ANSI A136.1, Type I, low VOC.
F. Water: Clean and potable.
G. Setting Blocks.
H. Raimondi - Leveling System
I. Tile Trim/Floor Material Transition - Schluter Schiene, Anodized Aluminum J. Corner Trim, Outside Corner - Schluter Rondec, Anodized Aluminum
SECTION 09 30 13 PORCELAIN TILE
PORCELAIN TILE 09 30 13 - 4 of 5
K. Floor to Wall Transition – Schluter DILEX-AHK, Anodized Aluminum
2.03 GROUTING MATERIALS
A. Latex-Portland Cement Grout, or accepted equal, mastic grout: Special latex emulsions with commercial Portland cement grout, replacing all or part of water according to directions specified by latex manufacturer.
B. Grout: Custom Building Products, Polyblend (color to be selected by Architect), sanded grout at floor (1/8-inch joints), non-sanded grout at walls (1/8-inch joints).
C. Elastomeric Sealant: One part, mildew-resistant silicone and low VOC.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that conditions are satisfactory for the installation of ceramic tile and does not adversely affect the quality and execution of tile installation.
B. Condition of surfaces to receive tile:
1. Surfaces shall be firm, dry, clean and free of oily or waxy films.
2. Grounds, anchors, plugs, hangers, bucks, and electrical and mechanical work in or behind tile shall be installed prior to proceeding with tile Work.
C. Do not commence the installation until unsatisfactory conditions have been corrected.
3.02 INSTALLATION
A. General: Install tile in accordance with the requirements of the specified TCA Method from the TCA "Handbook for Ceramic Tile Installation" appropriate to the tile and surface specified herein.
1. Set tile in a manner to produce solid bedding, smooth even surfaces, and uniform joints, accurately aligned and symmetrically arranged. Avoid use of tile less than half size. Cut and drill tile neatly without marring the tile and grind rough exposed edges.
2. Whenever possible, turn cut to inside corner. Terminate tile at center lines of doors, unless otherwise indicated.
3. Establish lines of borders where applicable, prior to spreading setting bed, centering field work in both directions. Lay tile from center line of wall or floor surface outward, with adjustments made at junction with other floor or wall surfaces.
4. Omit tile where floor or wall area is covered by permanently built-in equipment such as toilet fixtures and recessed accessories.
5. Patch existing tilework, layout shall match existing tile pattern. Align joints vertically and horizontally.
SECTION 09 30 13 PORCELAIN TILE
PORCELAIN TILE 09 30 13 - 5 of 5
B. Wall Tile: Install in conformance with ANSI A108.4, using TCA Method W242. Utilize tile leveling systems. Use stainless steel trim system at all edges and terminations.
C. Curing: Apply non-staining laminated and reinforced Kraft paper having a bituminous or latex binder over floor tile as soon as pointing, grouting and cleaning are completed.
1. Lap the sheets at least 4 inches, and seal the laps against the escape of moisture.
2. Leave curing paper in place until job is ready for final cleaning.
3. Keep traffic off floors during the curing period (7 days).
4. Do not permit cement grouts to dry out until cured a minimum of 72 hours.
3.03 CLEANING
A. Clean surfaces after installation and grouting as recommended by tile manufacturer.
B. Remove grout haze, observing grout manufacturer’s recommendations as to use of acid and chemical cleaners.
C. Rinse tile work thoroughly with clean water before and after using chemical cleaners. Do not use acids or abrasive soaps on tile, except as approved by tile manufacturer.
D. Replace damaged, cracked, stained, or broken surfaces before time of final acceptance.
3.04 PROTECTION
A. Apply a protective coat of neutral cleaner solution, one part cleaner to one part water, to clean, completed tile walls and floors.
B. Maintain curing paper cover on floor tile to protect from construction dirt.
C. Place board walkways on newly tiled floors for at least 7 days where floors must be used as passageways by workmen.
D. Just before final acceptance of tile work, remove paper and rinse protective coat of neutral cleaner from tile surfaces.
END OF SECTION
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SECTION 09 51 00 ACOUSTICAL CEILINGS
ACOUSTICAL CEILINGS 09 51 00 - 1 of 8
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Suspended metal grid ceiling systems
B. Acoustical panels
C. Perimeter trim
D. Replace and patching of existing ceiling systems.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Provide product data on metal grid system components and acoustic units.
C. Submit two samples 6x6 inch in size, illustrating material and finish of acoustic units.
D. Submit two samples each, 12 inches long of suspension system main runner, cross runner and edge trim.
E. Manufacturer's Literature and Data:
1. Ceiling suspension system, each type, showing complete details of installation.
2. Acoustical units, each type.
F. Manufacturer's Certificates:
1. Acoustical units, each type, in accordance with specification requirements.
2. Drilled Expansion Anchors: ICBO Evaluation Report.
1.04 APPLICABLE STANDARDS
The latest edition of publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by basic designation only.
A. American Society for Testing and Materials (ASTM):
SECTION 09 51 00 ACOUSTICAL CEILINGS
ACOUSTICAL CEILINGS 09 51 00 - 2 of 8
A526/A526M Steel, Zinc-Coated (Galvanized by the Hot-Dip Process, Commercial Quality)
A641 Zinc-coated (Galvanized) Carbon Steel Wire
A653 Steel Sheet, Zinc-Coated (Galvanized) or Zinc Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
C423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method
C634 Standard Terminology Relating to Environmental Acoustics C635 Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings C636 Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels
E84 Standard Test Method for Surface Burning Characteristics of Building Materials
E119 Fire Tests of Building Construction and Materials
E597 Determining a Single-Number Rating of Airborne Sound Isolation for Use in Multi-unit Building Specifications
E580 Application of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Requiring Seismic Restraint
E1111 Standard Test Method for Measuring the Interzone Attenuation of Ceiling Systems (for open plan products)
E1264 Classification for Acoustical Ceiling Products
E1414 Standard Test Method for Airborne Sound Attenuation between Rooms Sharing a Common Ceiling Plenum
E1477 Standard Test Method for Luminous Reflectance Factor of Acoustical Materials by Use of Integrating-Sphere Reflectometers
G21 Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi (for HumiGuard Plus products)
B. Federal Specification (Fed. Spec):
FF-F-395B Pin, Drive, Guided and Pin Drive, Power Actuated (Fasteners for Power Actuated Hand Fastening Tools)
C. International Conference of Building Officials (ICBO):
D. California Building Code (CBC): Chapter 25, Section 2504 and Table A.
1.05 QUALITY ASSURANCE
A. Qualifications of Installer: Minimum of three project installations of extent comparable to
SECTION 09 51 00 ACOUSTICAL CEILINGS
ACOUSTICAL CEILINGS 09 51 00 - 3 of 8
proposed project.
B. Single Source Responsibility: To ensure proper interface and color match, all acoustical panel units and grid components shall be produced or supplied by a single manufacturer.
Materials supplied by more than one manufacturer are not permissible.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver with manufacturer’s labels indicating brand name, patter, size, and thickness.
B. Protect against exposure to moisture, sunlight, surface contamination and other unacceptable conditions.
C. Store cartons open at each end to stabilize moisture content and temperature in accordance with manufacturer’s recommended limitations.
D. Do not begin installation until sufficient materials to complete a room are received.
1.07 PROJECT CONDITIONS
A. Do not install ceilings until building is enclosed, sufficient heat is provided, dust generating
Activities have terminated and overhead mechanical work is completed, tested and approved.
B. Allow wet work to dry prior to commencement of installation.
C. Maintain a uniform temperature minimum of 60 degrees and humidity of 20 percent to 40 percent prior to and during installation of materials or as recommended by the manufacturer.
D. Coordinate acoustical ceiling work with installers of related work including, but not necessarily limited to, building insulation, gypsum drywall, light fixtures, mechanical systems, and electrical systems.
1.08 MAINTENANCE
A. Extra Material: Deliver extra material to owner; furnish extra material described below matching products installed. Package with protective covering for storage and identify with appropriate labels.
1. Acoustical Ceiling Units: Furnish quantity of full-sized units equal to 5% of the amount installed.
2. Exposed Suspension Systems Components: Furnish quantity of each suspension component equal to 2% of the amount installed.
1.09 WARRANTY
A. Submit a written warranty executed by the manufacturer, agreeing to repair or replace acoustical panels or grid that fails within the warranty period. Failures include, but are not limited to:
1. Acoustical Panels: Sagging and warping.
SECTION 09 51 00 ACOUSTICAL CEILINGS
ACOUSTICAL CEILINGS 09 51 00 - 4 of 8
2. Grid System: Rusting and manufacturers’ defects.
B. Warranty period for acoustical panels shall be one (1) year for standard products.
C. Warranty period for grid system shall be ten (10) years from date of Acceptance of the Work.
D. The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to the run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS – Suspension Systems
A. Acoustical Ceiling Panels: Acceptable manufacturers for approval include Armstrong Ceiling Systems; Chicago Metallic Corporation; USG Interiors; or approved equal.
B. Suspension System: Acceptable manufacturers for approval include Chicago Metallic, USG Donn Corp., or approved equal.
2.02 SUSPENSION SYSTEM MATERIALS
A. Grid: ASTM C635. Heavy duty, non-fire rated, exposed T, components die cut and interlocking. Catalog numbers of acceptance manufacturer are indicated on drawings.
B. Accessories: Stabilizer bars, clips, splices and edge moldings required for suspended grid system.
C. Grid Material: Commercial quality cold rolled steel with galvanized coating.
D. Grid Finish: Off-white color, baked enamel.
E. Support Channels and Hangers: Galvanized steel, size and type to suit application to rigidly secure acoustic ceiling system including integral mechanical and electrical components as detailed on drawings.
F. Compression strut: ASTM A513, telescoping design as detailed on drawings, galvanized ¾ inch diameter 14 gage rigid steel tubing with crimped end attached to roof framing and secured to ½ inch diameter 14 gage rigid steel tubing with crimped end to main runners or equivalent pre-manufactured compression post supplied by ceiling grid manufacturer.
G. Hanger Wire: ASTM C641, Class 1 coating (galvanized), soft temper, No 12 gage.
2.03 ACCEPTABLE MANUFACTURERS – Acoustic Units
A. Armstrong World Industries
B. USG Interiors, Inc.
C. Chicago Metallic Ceiling Systems
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ACOUSTICAL CEILINGS 09 51 00 - 5 of 8
D. Substitutions: Under provision of Division 01.
2.04 ACOUSTIC UNIT MATERIALS
A. Acoustic Panels: Provide ACT-1 as called for on the drawings, and conforming to ASTM E 1264 and the following:
1. ACT-1 – Equivalent to Armstrong Cirrus Acoustical tiles. (1) Type: Cirrus
(2) Form: Angled Tegular
(3) Pattern Designation: Nodular, medium texture, Factoryapplied latex paint (4) Size: 24x24 inches
(5) Thickness: 15/16 inches
(6) Composition: Wet-formed Mineral Fiber
(7) Light Reflectance: 0.85 to 0.88
(8) NRC Range: 0.55 to 0.75
(9) CAC range: 35 to 39
(10) Edge: Angled Tegular
(11) Surface Color: White
(12) Flame Spread: (0-25) Class A, UL 723
(13) Smoke Density: (0- 50) when tested in accordance with NFPA 286
B. Acoustic Panels: Provide ACT-2 as called for on the drawings, and conforming to ASTM E 1264 and the following:
1. ACT-2 – Equivalent to Armstrong Ceramaguard Acoustical tiles. (1) Type: Ceramaguard
(2) Form: Square Lay-in
(3) Pattern Designation: medium texture
(4) Size: 24x24 inches
(5) Thickness: 15/16 inches
(6) Composition: Wet-formed ceramic and mineral fiber
composite
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ACOUSTICAL CEILINGS 09 51 00 - 6 of 8
(7) Light Reflectance: 0.75 to 0.85
(8) NRC Range: 0.55 to 0.75
(9) CAC range: 35 to 40
(10) Edge: Square Lay-In 15/16
(11) Surface Color: White
(12) Flame Spread: (0-25) Class A, UL 723
(13) Smoke Density: (0- 50) when tested in accordance with NFPA 286
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that existing conditions are ready to receive work.
B. Verify that layout of hangers will not interfere with other work.
C. Beginning of installation means acceptance of existing conditions.
3.02 PREPARATION
A. Coordination: Furnish layouts for preset inserts, clips, and other ceiling anchors whose installation is specified in other sections.
B. Measure each ceiling area and establish the layout of acoustical board to balance border widths at opposite edges of each ceiling. Avoid using less than half widths units at borders, and conform to the layout indicated on Drawings.
C. Edges of panels shall be tooled to drop into ceiling system.
3.03 CEILING TREATMENT
A. Treatment of ceilings shall include sides and soffits of ceiling beams, furred work 24 inches wide and over, and vertical surfaces at changes in ceiling heights unless otherwise shown.
B. Lay out acoustical units symmetrically about center lines of each room or space unless shown otherwise on reflected ceiling plan.
C. Moldings:
1. Install metal wall molding at perimeter of room, column, or edge at vertical surfaces.
2. Install special shaped molding at changes in ceiling heights and at other breaks in ceiling construction to support acoustical units and to conceal their edges.
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ACOUSTICAL CEILINGS 09 51 00 - 7 of 8
3. Install metal trim and wood wrapped aluminum veneer at edges of floating linear wood ceiling systems.
D. Perimeter Seal:
1. Install perimeter seal between vertical leg of wall molding and finish wall, partition, and other vertical surfaces.
2. Install perimeter seal to finish flush with exposed faces of horizontal legs of wall molding.
3.04 CEILING SUSPENSION SYSTEM INSTALLATION
A. General:
1. Install metal suspension system for acoustical tile and lay-in panels in accordance with ASTM C636 and ASTM E580 as supplemented in this Section and with notes on the drawings entitled Metal Suspension System for Lay-in Panel Ceilings.
2. Install after major above ceiling work is complete. Coordinate the location of hangers with other work.
3. Hang systems independent of columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plane of adjacent members.
4. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest effected hangers and related carrying channels to span the extra distance.
5. Compression struts to be installed at each main runner not exceeding 12’-0” o.c. in both directions and not more than 8” from end of main runner. Insert main ¾ inch tube over ½ inch tube with a minimum 6 inch lap. Secure crimped and of main ¾ inch tub to structural framing with metal screws and ½ inch tube to main runner with metal screws. Secure tube sections together with 2 set screws. Install prefabricated compression post according to manufacturer’s recommendations.
6. Locate system on room axis according to reflected plan.
7. Do not eccentrically load system or produce rotation of runners.
8. Install edge molding at intersection of ceiling and vertical surfaces, using longest practical lengths. Miter corners. Provide edge moldings at junction with other interruptions. Bend to match ceiling curve profile.
B. Seismic Ceiling Bracing System:
1. Construct system is accordance with ASTM E580 and as additionally detailed on plans.
2. Connect bracing wires to structure above as specified for anchorage to structure and to ceiling suspension system as additionally detailed.
3.05 ACOUSTICAL UNIT INSTALLATION
SECTION 09 51 00 ACOUSTICAL CEILINGS
ACOUSTICAL CEILINGS 09 51 00 - 8 of 8
A. Field reveal cut edge of perimeter tiles to match factory reveal edge. Paint cut surface if necessary to match surface of tile.
B. Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function.
C. Lay directional patterned units one way in room. Fit border neatly against abutting surfaces.
D. Lay Install acoustic units level, in uniform plane and free from twist, wrap and dents.
E. Custom cut, route, texture and paint MDF infill panels at column/celling intersections.
3.06 ADJUSTING AND CLEANING
A. Maintain tolerances in accordance with manufacturer requirements.
B. Variation from Flat and Level Surface: 1/8 inch in 10 feet C. Variation from Plumb of Grid Members caused by eccentric loads: 2 degrees maximum.
D. Cut and patch adjacent ceiling systems as required to integrate with new remodeled ceiling area for final finished appearance.
3.07 TOLERANCES
A. Replace damaged, discolored, dirty, cracked and broken acoustical units and grid tees.
B. Touch up scratches, abrasion, voids, and other defects in painted surfaces.
C. Leave finished work free from defects.
END OF SECTION
SECTION 09 65 00 RESILIENT FLOORING AND BASE
RESILENT FLOORING AND BASE 09 65 00 - 1 of 8
PART 1 GENERAL
1.01 SUMMARY
A. High performance luxury vinyl tile.
B. Resilient base (rubber).
C. Resilient floor tile (rubber).
D. Relisient stair treads and risers (rubber).
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 QUALITY ASSURANCE
A. Furnish each style and color of resilient flooring from a single mill run. Submit manufacturer's certified compliance.
B. Maintain complete manufacturer's installation directions for all products at the job site throughout installation.
C. Qualifications of Installer: Minimum of three project installations of extent comparable to proposed Project.
D. Regulatory Requirements:
1. Materials shall have the following flammability ratings, according to ASTM E84:
a. Flame Spread: 75 or less.
b. Smoke Density: 450 or less.
2. Slip Resistance: In accordance with ADA Section A4.5 recommendations, flooring shall have a minimum static coefficient of friction of 0.6 for floors ASTM D2047 “ Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine”.
1.04 SUBMITTALS
A. Comply with requirements of Section 01 33 00 – Submittal Procedures.
B. Manufacturer's Literature and Data:
1. Description of each product.
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RESILENT FLOORING AND BASE 09 65 00 - 2 of 8
2. Resilient material manufacturers recommendations for adhesives, underlayment, primers and polish.
3. Application and installation instructions.
C. Samples:
1. Tile: Three 12 inches by 12 inches (300 mm by 300 mm) tile for each type, pattern and color.
2. Base: Three 6 inch (150 mm) long pieces for each type and color.
D. Extra Material: Deliver to the State at completion of work extra materials as listed below.
Furnish all products from same mill runs as the installed products. Deliver in original wrappings, properly identified.
1. Each type and color of flooring: 5%.
2. Each type and color of rubber top-set: 5%.
E. Upon completion of work, submit three (3) copies of manufacturer's maintenance and installation
1.05 DELIVERY, STORAGE AND HANDLING
A. Delivery and Storage: Deliver material to the job site and store in their original unopened containers with all labels intact and legible at time use. Store materials at not less than 70 degrees F. for not less than 24 hours immediately before installation.
B. Store in strict accordance with the manufacturers' recommendations.
C. Protection: Use all means necessary to protect materials of the section before, during and after installation and to protect installed work and material of all other trades.
D. Replacements: In the event of damage, immediately make all repairs and replacements necessary for approval by the State and at no additional cost to the State.
1.06 APPLICABLE STANDARDS: The latest edition of publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by basic designation only.
A. American Society for Testing and Materials (ASTM):
D4078 Water Emulsion Floor Finish
D3564 Application of Floor Polishes to Maintain Vinyl Asbestos Tile or Flooring
F510 Resistance to Abrasion of Resilient Floor Coverings Using an Abrader with a Grit Feed Method
F710 Preparing Concrete Floors and other Monolithic Floors to Receive Resilient Flooring
F1066 Vinyl Composition Floor Tile
SECTION 09 65 00 RESILIENT FLOORING AND BASE
RESILENT FLOORING AND BASE 09 65 00 - 3 of 8
B. Federal Specifications (Fed. Spec):
SS-T-312B Tile, Floor: Asphalt, Rubber, Vinyl, and Vinyl SS-W-40A Wall Base; Rubber, And Vinyl Plastic
INT AMD 2 Composition
MMM-A-115C-79 Adhesive, Asphalt, Water Emulsion Type (For Asphalt And Vinyl Composition Tiles)
C. National Fire Protection Association (NFPA):
NFPA 253 Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using Radiant Heat Energy Source
D. Resilient Floor Covering Institute (RFCI):
ADH-1 Vinyl Composition Tile Adhesive
ADH-2 Wall Base Adhesive
ID-2 Concrete Treating Compounds Installation Specifications for Vinyl Composition, Solid Vinyl and Asphalt Tile Floorings CL-1 Cleaners for Use on Resilient Floor Coverings (Revised 1988) TM-6 Determination of Quality of Cut (Joint Tightness and Corner Openings) of Resilient Tile
1.07 GUARANTEE / WARRANTY
A. Section 01 77 00 - Closeout Procedures.
B. Provide State with a guarantee, signed by the Contractor and cosigned by the installer, stating that resilient base will stay fully adhered to substrate for a minimum period of two (2) years after Completion Date, and that any resulting failures will be repaired at no additional cost to the client.
C. Failures include any and all delamination of the resilient base from the substrate other than for causes of excessive abuse.
PART 2 PRODUCTS
2.01 TILE MANUFACTURERS
A. Interface
B. Armstrong World Industries
C. Mannington Commercial
D. Roppe
E. Nora
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RESILENT FLOORING AND BASE 09 65 00 - 4 of 8
2.02 GENERAL
A. Furnish product type, materials of the same production run.
B. Use adhesives, underlayment, primers and polish recommended by the floor resilient material manufacturer.
C. Interior Floor Finishes For Corridors, Stairs, and Halls: Flame spread not to exceed 25, Smoke developed not to exceed 450 per ASTM E84.
D. Interior Floor Finishes For Remaining Areas: Flame spread not to exceed 75, Smoke developed not to exceed 450 per ASTM E84.
2.03 FLOOR TILE: Interface, Mannington Commercial, Armstrong, Roppe, Nora or approved equal.
A. Tile: See Section 09 06 00, Schedules for Finishes, colors to be selected; or approved equal.
B. Tile Standard:
a. Rubber tile: ASTM F1344, Class I-A, Homogeneous Rubber Tile, solid color. b. High performance luxury vinyl tile: ASTM F1700, Class III Printed Vinyl Tile.
C. Rubber Hardness: Grade 1, minimum hardness of 85, measured using Shore, Type A durometer according to ASTM D2240.
D. Wearing Surface: See Schedule for Finishes Specification section 09 06 00.
E. Molded-Pattern Figure: See Schedule for Finishes Specification section 09 06 00.
F. Thickness: See Schedule for Finishes Specification section 09 06 00.
G. Size: See Schedule for Finishes Specification section 09 06 00.
H. Color: See Schedule for Finishes Specification section 09 06 00.
I. Pattern: See Schedule for Finishes Specification section 09 06 00.
2.04 RUBBER STAIR TREADS: Mannington Commercial, Armstrong, Roppe, Nora or approved equal.
A. Rubber Stair Treads & Risers: See Section 09 06 00, Schedules for Finishes, colors to be selected; or approved equal.
B. Tile Standard: ASTM F2169, Type TS, Class 1 and 2, Group 1 and 2.
C. Hardness: Grade 1, minimum hardness of 85, measured using Shore, Type A durometer according to ASTM D2240.
D. Slip Resistance: ASTM D2047, ≥ 0.5 SCOF (ADA compliant) E. Flammability: ASTM E648, Class 1 (≥ 0.45 W/cm²)
SECTION 09 65 00 RESILIENT FLOORING AND BASE
RESILENT FLOORING AND BASE 09 65 00 - 5 of 8
F. Smoke Density: ASTM E662, ≤ 450.
2.05 RUBBER BASE: Mannington Commercial, Armstrong, Roppe, Nora or approved equal.
A. Tile Base: See Section 09 06 00, Schedules for Finishes, colors to be selected; or approved equal.
B. Provide pre-molded outside corners.
2.06 ADHESIVE
A. Adhesives at floor tile and wall base: Provide adhesives as recommended by the floor system manufacturer.
B. Comply with applicable regulations regarding toxic and hazardous materials Green Seal (GS-36) for commercial adhesive.
C. Use low-VOC adhesive during installation. Water based is preferred over solvent based adhesives.
2.07 PRIMER
A. Primer (for concrete subfloors): As recommended by the adhesive and floor tile system manufacturer.
2.08 LEVELING COMPOUND
A. Leveling compound: Provide cementitious products with latex or polyvinyl acetate resins in the mix as recommended by the floor tile system manufacturer.
B. Determine the type of underlayment selected for use by the condition to be corrected.
2.09 POLISH AND CLEANERS
A. Polish: As recommended by the floor tile system manufacturer.
B. Cleaner: As recommended by the floor tile system manufacturer.
2.10 TRANSITION & EDGE STRIPS
A. 1-1/8 inch (28 mm) wide unless shown otherwise.
B. Bevel from maximum thickness to minimum thickness for flush joint unless shown otherwise.
C. Extruded aluminum, mill finish, mechanically cleaned:
1. Drill and counter sink edge strip for flat head screws.
2. Space holes near ends and approximately 225 mm (9 inches) on center between.
2.11 SCREWS
A. Stainless steel flat head screw.
SECTION 09 65 00 RESILIENT FLOORING AND BASE
RESILENT FLOORING AND BASE 09 65 00 - 6 of 8
PART 3 EXECUTION
3.01 PROJECT CONDITIONS
A. Maintain temperature of materials at a minimum of 70 degrees F (22 degrees C,) for 48 hours before installation.
B. Maintain the temperature of rooms where work occurs between 70 degrees and 80 degrees F (21 degrees and 27 degrees C), for at least 48 hours, before, during and after installation.
C. Do not install flooring until building is permanently enclosed and wet construction in or near areas to receive tile materials is complete, dry and cured.
3.02 SUBFLOOR PREPARATION
A. Examine surfaces on which resilient flooring is to be installed.
B. Correct conditions which will impair proper installation.
C. Fill cracks, joints and other irregularities in concrete with leveling compound and level floors for a maximum wave variation of 1/8-inch in 10 feet (1:1000) (non-accumulative).
1. Do not use adhesive for filling or leveling purposes.
2. Do not use leveling compound to correct imperfections which can be corrected by spot grinding.
3. Trowel to smooth surface free of trowel marks, pits, dents, protrusions, cracks or joints.
D. Clean floor of oil, paint, dust, and deleterious substances: Leave floor dry and cured free of residue from existing curing or cleaning agents.
E. Concrete Subfloor Testing:
1. Apply a 1-meter (three foot) square test patch to the prepared concrete subfloor in room or area to be tiled in accordance with RFCI ID-2.
2. After the test patches have remained on the floor for a period of 72 hours, check adherence to surface by scraping test patches for ease of removal.
F. Perform additional subfloor preparation to obtain satisfactory adherence of flooring if subfloor test patches allows easy remove of tile.
G. Prime the concrete subfloor if the primer will seal slab conditions that would inhibit bonding, or if priming is recommended by the tile or adhesive manufacturers.
H. Conduct and Comply with all manufacturer required testing prior to installation.
3.03 INSTALLATION
A. Install in accordance with RFCI INS and manufacturer's instructions for application and installation unless specified otherwise.
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RESILENT FLOORING AND BASE 09 65 00 - 7 of 8
B. Mix tile from at least two containers. An apparent line either of shades or pattern variance will not be accepted.
C. Tile Layout:
1. If layout is not shown on drawings, lay tile symmetrically about center of room or space with joints aligned.
2. No tile shall be less than 6-inches and of equal width at walls.
3. Place tile pattern in the same direction; do not alternate tiles.
D. Trim tiles to touch for the length of intersections at pipes and vertical projections, seal joints at pipes with waterproof cement.
E. Application:
1. Apply adhesive uniformly with no bare spots.
a. Conform to RFC1-TM-6 for joint tightness and for corner intersection unless layout pattern shows random corner intersection. b. More than 5 percent of the joints not touching or any joint more than
0.005-inch wide will not be accepted.
2. Roll tile floor with a minimum 100-pound roller. No exceptions.
3. The State Representative may have test tiles removed to check for non-uniform adhesion, spotty adhesive coverage, and ease of removal. Install new tile for broken removed tile.
F. Installation of Transition Strips:
1. Locate transition strips under centerline of doors unless otherwise shown.
2. Set resilient edge strips in adhesive. Anchor metal edge strips with anchors and screws specified.
3. Where tile edge is exposed, butt edge strip to touch along tile edge.
4. Where thin set ceramic tile abuts resilient tile, set edge strip against floor file and against the ceramic tile edge.
3.04 TILE LOCATION
A. Unless otherwise specified or shown, install tile on floor under areas where casework and other equipment occurs, except where mounted in wall recesses.
B. Extend tile and sheet vinyl flooring for room into adjacent closets and alcoves.
3.05 BASE INSTALLATION
A. Location:
1. Unless otherwise specified or shown, where base is scheduled, install base over
SECTION 09 65 00 RESILIENT FLOORING AND BASE
RESILENT FLOORING AND BASE 09 65 00 - 8 of 8
toe space of base of casework, lockers, laboratory, pharmacy furniture island cabinets and where other equipment occurs.
2. Extend base scheduled for room into adjacent closet, alcoves, and around columns.
B. Application:
1. Apply adhesive uniformly with no bare spots.
2. Set base with joints aligned and tightly butted to touch for entire height. Joints not to exceed 5 mils (0.005 inch) as measured in accordance with RFCI TM-6.
3. Before starting installation, layout base material to provide the minimum number of joints with no strip less than 24 inches (600 mm) length.
a. Short pieces to save material will not be permitted.
b. Locate joints as remote from corners as the material lengths or the wall configuration will permit.
C. Form corners and end stops as follows:
1. Use pre-molded corners for external corners
2. Score face of inside corner and notch cove.
D. Roll base for complete adhesion.
3.06 CLEANING AND PROTECTION
A. Clean adhesive marks on exposed surfaces during the application of resilient materials before the adhesive sets. Exposed adhesive is not acceptable.
B. Keep traffic off resilient material 72 hours after installation.
C. Clean and polish materials in the following order:
1. For the first two weeks sweep and damp mopped only.
2. After two weeks, scrub resilient materials with a minimum amount of water and a mild detergent. Leave surface clean and free of detergent residue.
3. Apply wax polish to the floors in accordance with the polish manufacturer's instructions.
D. When construction traffic occurs over tile, cover resilient materials with reinforced craft paper. At entrances and where wheeled vehicles or carts are used, cover tile with plywood, hardboard, or particleboard over paper. All protective surfaces are to be properly secured and maintained.
E. When protective materials are removed and immediately prior to acceptance, replace any damage tile, re-clean resilient materials, lightly re-apply polish and buff floors.
END OF SECTION
SECTION 09 65 19 STATIC DISSIPATIVE RESILIENT FLOORING
STATIC DISSIPATIVE RESILENT FLOORING 09 65 19 - 1 of 8
PART 1 GENERAL
1.01 SUMMARY
A. Static dissipative resilient flooring and accessories as shown on the drawings and schedules and as indicated by the requirements of this section.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 REFERENCES
A. ASTM International:
1. ASTM E 648 Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source
2. ASTM E 662 Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials
3. ASTM F 710 Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
4. ASTM F 1066 Standard Specification for Vinyl Composition Tile
5. ASTM F 1482, Standard Guide to Wood Underlayment Products Available for Use Under Resilient Flooring
6. ASTM F 1861 Standard Specification for Resilient Wall Base
7. ASTM F 1869 Standard Test Method for Measuring Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride
8. ASTM F 2170 Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes
B. National Fire Protection Association (NFPA):
1. NFPA 253 Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source
2. NFPA 258 Standard Test Method for Measuring the Smoke Generated by Solid Materials
C. ANSI/ESD Standards
1. ANSI/ESD STM 7.1 :Floor Materials—Resistive Characterization of Materials
SECTION 09 65 19 STATIC DISSIPATIVE RESILIENT FLOORING
STATIC DISSIPATIVE RESILENT FLOORING 09 65 19 - 2 of 8
2. ANSI/ESD STM 97.1: Floor Materials and Footwear—Resistance in Combination with a Person
3. ANSI/ESD STM 97.2: Floor Materials and Footwear Voltage Measurement in Combination with a Person
D. Resilient Floor Covering Institute (RFCI):
1. ADH-1 Vinyl Composition Tile Adhesive
2. ADH-2 Wall Base Adhesive
3. ID-2 Concrete Treating Compounds Installation Specifications for Vinyl Composition, Solid Vinyl and Asphalt Tile Floorings
4. CL-1 Cleaners for Use on Resilient Floor Coverings (Revised 1988)
5. TM-6 Determination of Quality of Cut (Joint Tightness and Corner Openings) of Resilient Tile
1.04 SYSTEM DESCRIPTION
A. Performance Requirements: Provide flooring which has been manufactured, fabricated and installed to performance criteria certified by manufacturer without defects, damage, or failure.
B. Administrative Requirements
1. Pre-installation Meeting: Conduct an on-site pre-installation meeting to verify project requirements, substrate conditions, manufacturer’s installation instructions and manufacturer’s warranty requirements. Comply with Division 1 Project Management and Coordination (Project Meetings) Section.
C. Sequencing and Scheduling
1. Do not install flooring over concrete slabs until they are sufficiently dry to achieve a bond with the adhesive, in accordance with the manufacturer's recommended bond, moisture tests and pH test.
1.05 QUALITY ASSURANCE
A. Single-Source Responsibility: provide types of flooring and accessories supplied by one manufacturer, including moisture mitigation systems, primers, leveling and patching compounds, and adhesives.
B. Furnish each style and color of resilient flooring from a single mill run. Submit manufacturer's certified compliance.
C. Maintain complete manufacturer's installation directions for all products at the job site throughout installation.
D. Qualifications of Installer: Select an installer who is experienced and competent in the installation of resilient vinyl composition tile flooring and the use of subfloor preparation products. Minimum of three project installations of extent comparable to proposed Project.
SECTION 09 65 19 STATIC DISSIPATIVE RESILIENT FLOORING
STATIC DISSIPATIVE RESILENT FLOORING 09 65 19 - 3 of 8
1. Confirm installer's certification by requesting their credentials E. Fire Performance Characteristics: Provide resilient vinyl composition tile flooring with the following fire performance characteristics as determined by testing material in accordance with ASTM test methods indicated below by a certified testing laboratory or other testing agency acceptable to authorities having jurisdiction:
1. ASTM E 648 Critical Radiant Flux of 0.45 watts per sq. cm. or greater, Class I
2. ASTM E 662 (Smoke Generation) Maximum Specific Optical Density of 450 or less
3. Slip Resistance: In accordance with ADA Section A4.5 recommendations, flooring shall have a minimum static coefficient of friction of 0.6 for floors ASTM D2047 “ Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine”.
1.06 SUBMITTALS
A. Comply with requirements of Division 1 for Submittal Procedures.
B. Manufacturer's Literature and Data:
1. Description of each product.
2. Resilient material manufacturers recommendations for adhesives, underlayment, primers and polish.
3. Application and installation instructions.
C. Samples:
1. Tile: Three 12 inches by 12 inches (300 mm by 300 mm) tiles for each type, pattern and color.
D. Extra Material: Deliver to the State at completion of work extra materials as listed below.
Furnish all products from same mill runs as the installed products. Deliver in original wrappings, properly identified.
1. Each type and color of flooring: 5%.
2. Each type and color of rubber top-set: 5%.
E. Upon completion of work, submit three (3) copies of manufacturer's maintenance and installation
1.07 DELIVERY, STORAGE AND HANDLING
A. Comply with Division 1 Product Requirements Sections B. Delivery: Deliver material to the job site and store it in original unopened containers with all labels intact and legible at time use.
C. Installation: Maintain a minimum temperature in the spaces to receive the flooring and accessories of 65ºF (18ºC) and a maximum temperature of 85ºF (29ºC) for at least 48 hours before, during, and for not less than 48 hours after installation. Thereafter, the temperature should never rise above 100°F (38°C) nor fall below 55°F (13°C). Protect all materials from
SECTION 09 65 19 STATIC DISSIPATIVE RESILIENT FLOORING
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the direct flow of heat from hot-air registers, radiators, or other heating fixtures and appliances. Refer to manufacturer’s product installation recommendations for a complete guide to project conditions.
D. Storage: Store in strict accordance with the manufacturers' recommendations.
E. Protection: Use all means necessary to protect materials of the section before, during and after installation and to protect installed work and material of all other trades.
F. Replacements: In the event of damage, immediately make all repairs and replacements necessary for approval by the State and at no additional cost to the State.
1.08 GUARANTEE / WARRANTY
A. See Division 1 for Closeout Procedures.
B. Resilient Flooring: Submit a written warranty executed by the manufacturer, agreeing to repair or replace resilient flooring that fails within the warranty period.
C. Limited Warranty Period: 5 years
D. Limited Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents.
1.09 MAINTENANCE
A. Extra Materials: Deliver extra materials to Owner. Furnish extra materials from the same production run as products installed. Packaged with protective covering for storage and identified with appropriate labels.
1. Quantity: Furnish quantity of flooring units equal to 5% of amount installed.
2. Delivery, Storage and Protection: Comply with Owner's requirements for delivery, storage and protection of extra material.
PART 2 PRODUCTS
2.01 MANUFACTURER
A. Acceptable manufacturers of static dissipative resilient tile flooring system, adhesives and subfloor preparation products and accessories are as follows:
1. Armstrong World Industries
2. Roppe
3. Flexco
4. Ployfor
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2.02 GENERAL
A. Furnish product type, materials of the same production run.
B. Use adhesives, underlayment, primers and polish recommended by the floor resilient material manufacturer.
C. Interior Floor Finishes For Corridors, Stairs, and Halls: Flame spread not to exceed 25, Smoke developed not to exceed 450 per ASTM E84.
D. Interior Floor Finishes For Remaining Areas: Flame spread not to exceed 75, Smoke developed not to exceed 450 per ASTM E84.
2.03 STATIC DISSIPATIVE FLOOR TILE:
A. Description: Static dissipative vinyl tile composed of polyvinyl chloride resin, plasticizers, fillers, pigments, and antistatic additive with colors and texture dispersed uniformly throughout its thickness:
1. See Section 09 06 00, Schedules for Finishes, for size, thickness, and colors to be selected; or approved equal.
B. Tile shall meet size, thickness, indentation, impact, deflection, dimensional stability, resistance to chemicals, squareness, and resistance to heat requirements of ASTM F 1066 Standard Specification for Vinyl Composition Tile, Class 2, through pattern.
2.04 STATIC DISSIPATIVE WALL BASE MATERIAL
A. For wall base selection, see Section 09 06 00, Schedules for Finishes.
2.05 STATIC DISSIPATIVE ADHESIVE
A. Adhesives at floor tile and wall base: Provide adhesives as recommended by the floor system manufacturer
B. Copper ground-connection strips: Provide size, occurrence, and location of copper ground-connection strips under the floor tile as recommended by the floor system manufacturer
C. Comply with applicable regulations regarding toxic and hazardous materials Green Seal (GS-36) for commercial adhesive.
D. Use low-VOC adhesive during installation. Water based is preferred over solvent based adhesives.
2.06 STATIC DISSIPATIVE PRIMER
A. Primer (for concrete subfloors): As recommended by the adhesive and floor tile system manufacturer.
2.07 STATIC DISSIPATIVE LEVELING COMPOUND
A. Static dissipative leveling compound: Provide cementitious products with latex or polyvinyl acetate resins in the mix as recommended by the floor tile system manufacturer.
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B. Determine the type of underlayment selected for use by the condition to be corrected.
2.08 STATIC DISSIPATIVE POLISH AND CLEANERS
A. Static dissipative polish: As recommended by the floor tile system manufacturer.
B. Static dissipative cleaner: As recommended by the floor tile system manufacturer.
2.09 STATIC DISSIPATIVE TRANSITION & EDGE STRIPS
A. 1-1/8 inch (28 mm) wide unless shown otherwise.
B. Bevel from maximum thickness to minimum thickness for flush joint unless shown otherwise.
C. Extruded aluminum, mill finish, mechanically cleaned:
1. Drill and counter sink edge strip for flat head screws.
2. Space holes near ends and approximately 225 mm (9 inches) on center between.
2.10 SCREWS
A. Stainless steel flat head screw.
2.11 STATIC DISSIPATIVE FLOOR SYSTEM ACCESSORIES
A. As recommended by the floor tile system manufacturer.
PART 3 EXECUTION
3.01 PROJECT CONDITIONS
A. Maintain temperature of materials at a minimum of 70 degrees F (22 degrees C,) for 48 hours before installation.
B. Maintain the temperature of rooms where work occurs between 70 degrees and 80 degrees F (21 degrees and 27 degrees C), for at least 48 hours, before, during and after installation.
C. Do not install flooring until the building is permanently enclosed and wet construction in or near areas to receive tile materials is complete, dry and cured.
3.02 SUBFLOOR PREPARATION
A. Examine surfaces on which resilient flooring is to be installed.
B. Correct conditions which will impair proper installation.
C. Fill cracks, joints and other irregularities in concrete with leveling compound and level floors for a maximum wave variation of 1/8-inch in 10 feet (1:1000) (non-accumulative).
1. Do not use adhesive for filling or leveling purposes.
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2. Do not use leveling compound to correct imperfections which can be corrected by spot grinding.
3. Trowel to smooth surface free of trowel marks, pits, dents, protrusions, cracks or joints.
D. Clean floor of oil, paint, dust, and deleterious substances: Leave floor dry and cured free of residue from existing curing or cleaning agents.
E. Concrete Subfloor Testing:
1. Apply a 1-meter (three foot) square test patch to the prepared concrete subfloor in room or area to be tiled in accordance with RFCI ID-2.
2. After the test patches have remained on the floor for a period of 72 hours, check adherence to surface by scraping test patches for ease of removal.
F. Perform additional subfloor preparation to obtain satisfactory adherence of flooring if subfloor test patches allow easy remove of tile.
G. Prime the concrete subfloor if the primer will seal slab conditions that would inhibit bonding, or if priming is recommended by the tile or adhesive manufacturers.
H. Conduct and Comply with all manufacturers required testing prior to installation.
3.03 INSTALLATION
A. Install in accordance with RFCI INS and manufacturer's instructions for application and installation unless specified otherwise.
B. Mix tile from at least two containers. An apparent line either of shades or pattern variance will not be accepted.
C. Tile Layout:
1. If layout is not shown on drawings, lay tile symmetrically about center of room or space with joints aligned.
2. No tile shall be less than 6-inches and of equal width at walls.
3. Place tile pattern in the same direction; do not alternate tiles.
D. Trim tiles to touch for the length of intersections at pipes and vertical projections, seal joints at pipes with waterproof cement.
E. Application:
1. Apply adhesive uniformly with no bare spots.
a. Conform to RFC1-TM-6 for joint tightness and for corner intersection unless layout pattern shows random corner intersection. b. More than 5 percent of the joints not touching or any joint more than
0.005-inch wide will not be accepted.
2. Roll tile floor with a minimum 100-pound roller. No exceptions.
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3. The State Representative may have test tiles removed to check for non-uniform adhesion, spotty adhesive coverage, and ease of removal. Install new tiles for broken removed tiles.
F. Installation of Transition Strips:
1. Locate transition strips under the centerline of doors unless otherwise shown.
2. Set resilient edge strips in adhesive. Anchor metal edge strips with anchors and screws specified.
3. Where tile edge is exposed, butt edge strip to touch along tile edge.
4. Where thin set ceramic tile abuts resilient tile, set edge strip against floor file and against the ceramic tile edge.
3.04 TILE LOCATION
A. Unless otherwise specified or shown, install tile on floor under areas where casework and other equipment occurs, except where mounted in wall recesses.
B. Extend tile and sheet vinyl flooring for room into adjacent closets and alcoves.
3.06 CLEANING AND PROTECTION
A. Clean adhesive marks on exposed surfaces during the application of resilient materials before the adhesive sets. Exposed adhesive is not acceptable.
B. Keep traffic off resilient material 72 hours after installation.
C. Clean and polish materials in the following order:
1. For the first two weeks sweep and damp mopped only.
2. After two weeks, scrub resilient materials with a minimum amount of water and a mild detergent. Leave surface clean and free of detergent residue.
3. Apply wax polish to the floors in accordance with the polish manufacturer's instructions.
D. When construction traffic occurs over tile, cover resilient materials with reinforced craft paper. At entrances and where wheeled vehicles or carts are used, cover tile with plywood, hardboard, or particleboard over paper. All protective surfaces are to be properly secured and maintained.
E. When protective materials are removed and immediately prior to acceptance, replace any damage tile, re-clean resilient materials, lightly re-apply polish and buff floors.
END OF SECTION
SECTION 09 68 13 CARPET TILE
CARPET TILE 09 68 13 - 1 of 4
PART 1 GENERAL
1.01 SUMMARY
A. Furnish labor, materials, equipment, and services to install carpet tile materials and related components and accessories as shown on the Drawings, as specified herein and as required for a complete and proper installation.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 QUALITY ASSURANCE
A. Regulatory Requirement: Provide carpet tile with a minimum critical radiant flux limit of
0.22 watts/cm2 in compliance with National Fire Protection Association (NFPA) 253.
B. Maintain complete manufacturer’s installation directions for all products at the job site throughout installation. Installation shall conform to CRI 104 Standards.
C. Qualifications of Installer: Minimum of three years experience on at least three project installations of extent comparable to proposed Project.
D. Carpet Materials:
1. Face yarns shall be of same dye batch and finish material shall be of same mill run in each unit.
2. Conform to applicable codes for flame/smoke rating requirements in accordance with ASTM E84.
1.04 SUBMITTALS
A. Procedures: In accordance with Section 01 33 00 – Submittals.
B. Product Data:
1. Manufacturer's specifications, installation instructions, maintenance recommendations, and form of guarantee offered for each type of carpet.
C. Certification: Letter of certification that materials proposed comply with specified requirements.
D. Samples:
1. Carpet tile - submit three full size carpet tiles for each type and color.
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1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver products in factory wrapping with manufacturer’s registry numbers attached and intact to prevent damage and deterioration during shipment, handling, and storage.
B. Maintain protective coverings in place and in good repair until removal is necessary for the Work.
C. Protect products against damage during shipment, field handling, and installation.
D. Store products inside enclosed storage facilities or closed building, supported above grade and slabs-on-grade.
E. Environmental Requirements:
1. Maintain storage spaces and products in dry condition at all times, and within temperature extremes recommended by manufacturer.
2. Store materials for one day prior to installation in area of installation to achieve temperature stability.
F. Follow manufacturer's special instructions.
1.06 COORDINATION
A. Existing Substrates.
1. Furnish instructions for condition required for such substrates, which are to receive new or replacement carpet.
B. Painting Work in areas to receive carpet shall have been completed prior to installation of carpet.
C. Metal thresholds at fire-rated door openings and elsewhere indicated or scheduled adjacent to carpet areas shall have been installed prior to carpet installation.
1.07 EXTRA MATERIALS
A. Carpet Tile: Furnish the Owner with a minimum of 5 percent of each type and color of material used in this project from same dye lot or production run for compatibility with the installed materials.
B. Deliver to Owner unused carpet pieces over 2 square feet and 8 inches in least dimension.
C. Store where indicated by Owner.
D. Provide the Owner with a signed receipt indicating materials and quantities upon delivery.
1.08 GUARANTEE
A. Guarantee directly or through carpet mill or fiber manufacturer the surface pile in any given area against abrasive wear of more than 10 percent within 15 years for carpet tile as properly installed and maintained. Misuse, damage, or improper cleaning methods
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shall not apply. Carpet areas, which fail to perform, shall be replaced at no additional cost to Owner.
PART 2 PRODUCTS
2.01 GENERAL
A. Carpet Schedule:
a. See Section 09 06 00, Schedules for Finishes.
B. Carpet shall have a Critical Panel Flux of not less than .45 watts per square centimeter, in accordance with ASTM E648.
C. When tested in accordance with ASTM E662, smoke density shall not exceed 450.
D. Carpet shall meet requirements of DOC FF 1-70.
2.02 ACCESSORY MATERIALS
A. Edge Binder: Molded vinyl type designed for carpet in manufacturer's standard color; Flexco, Mercer, or accepted equal.
B. Carpet Adhesive: Release type recommended by carpet tile manufacturer.
C. Subfloor Filler: Latex base type as recommended by carpet tile manufacturer.
D. Miscellaneous: Tape, thread, and other items necessary for installation.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine substrates and conditions under which carpet is to be installed. Do not install carpet over substrate, which is uneven, cracked, or has other detrimental conditions that could affect the performance and appearance of the carpet. Do not proceed with the Work until unsatisfactory conditions have been corrected.
B. Before installation, inspect carpet tile for manufacturing flaws, shipping damage, and other non-compliant conditions. Do not install carpet found not in compliance with Specifications.
C. Maintain spaces to receive carpet tile at 70 degrees F. minimum, for at least 48 hours previous to, during, and for 48 hours after installation of carpet.
3.02 SUBSTRATE PREPARATION
A. Clean substrates free from dust and other foreign and residual materials, which could inhibit proper bonding.
B. Fill cracks exceeding 1/16 inch in width, holes, and depressions to level surfaces.
Maximum allowable variation of 1/4 inch in 10 feet. See Specification section “03 54 16 - Hydraulic Cement Underlayment”.
C. Prime substrates when and as recommended by manufacturer.
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D. Confirm compatibility of adhesive with sealers or curing agency on concrete floors.
3.03 INSTALLATION
A. Install carpet tile and associated materials in accordance with manufacturer's printed instructions.
B. Install carpet tile prior to installation of movable fixtures.
C. Apply adhesive in accordance with manufacturer's printed instructions, and for uniform coverage directly onto floor. Remove excess cement with approved solvent.
D. Cut evenly along walls, cut and fit evenly around projections, corners, pipes, electrical outlets, floor air or heating elements, and trim strips.
E. Securely fasten carpet edging binder to floor wherever carpet tiles meet different flooring material and no threshold or other divider is noted.
F. Extend carpet tile materials under all open-bottomed and raised bottom obstructions, and under removable flanges of obstructions. Extend carpet tiles into closets and alcoves of rooms indicated to receive carpeting, unless another material is specifically identified to be used in that space. Carpet tile shall be installed under all movable furniture and equipment.
G. Neatly trim carpet free from loose thread ends and projecting frays. Finish installation shall be free from visual defects.
H. After each area of carpet has been installed, protect from soiling and damage.
I. Installation shall not receive furniture or heavy traffic for 48 hours after installation.
3.04 CLEANING AND COMPLETION
A. When complete, carpet joint lines shall be straight and free from stagger and offsets not intended.
B. Finished carpet surfaces shall be flat, true to plane, and free from offsets across Joints.
C. Units shall lay fully in place and free from warps, bulges, and lifting at edges.
D. Replace or repair any damaged base and door trim.
E. Vacuum-clean completed installation using equipment of type recommended by carpet manufacturer. Carpet base and walls shall be cleaned and free from stains, blemishes and other foreign materials.
F. In all carpeted areas subject to traffic, provide a temporary non-staining paper pathway in the direction of traffic. Remove temporary pathway upon final acceptance by the Owner.
END OF SECTION
SECTION 09 90 00 PAINTING
PAINTING 09 90 00 - 1 of 9
PART 1 GENERAL
1.01 DESCRIPTION
A. Painting and finishing of exposed exterior and interior surfaces as required to complete finishing of the Work as indicated on the Drawings including the following items:
1. Mechanical diffusers.
2. Visible interior of ductwork.
3. Electrical Sub-panels painted to match adjacent wall surface.
4. Visible piping and electrical components.
B. The Work includes painting and finishing of new and existing interior and exterior exposed items and surfaces throughout project, except as otherwise indicated.
1. Surface preparation, priming and coats of paint specified are in addition to shop-priming and surface treatment specified under other sections of work.
C. Surfaces Not to be Painted:
1. Factory pre-finished items as specified in various Sections.
2. Pre-finished wall, ceiling, and floor coverings.
3. Painting specified elsewhere and included in respective Sections, including but not necessarily limited to, shop priming.
4. Code-Required Labels: Keep equipment identification and fire rating labels free of paint.
5. Surfaces concealed in walls and above ceilings except as specifically indicated otherwise.
6. Ducts, piping, conduit, and equipment concealed in walls and ceilings, unless specifically indicated otherwise.
D. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.
E. Paint exposed surfaces whether or not colors are designated in "schedules", except where natural finish of material is specifically noted as a surface not to be painted. Where items or surfaces are not specifically mentioned, paint same as adjacent similar materials or areas. If color of finish is not designated, Architect will select these from standard colors available for materials systems specified.
1.02 RELATED WORKS
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
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1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Product Data:
1. Not less than 30 days before beginning work, submit a complete list of materials proposed for use, together with manufacturer’s specifications.
2. Paint materials and products shall be subject to the Architect’s acceptance.
C. Samples:
1. Custom and Stock Colors: Submit 8x8 inch brush-out samples for Architect's review of each color and texture. Provide a listing of material and application for each coat of each finish sample.
2. Samples shall be resubmitted as requested until required sheen, color, and texture is achieved.
3. Label and identify each sample as to location and application.
D. Field Samples: On actual wall surfaces and other exterior and interior building components in areas designated by Architect, duplicate painted finishes of prepared samples in 4 ft. sq. areas. Simulate finished lighting conditions for Architect’s and Owner’s review of in-place Work. Colors may require adjustment at no additional cost to Owner.
1.04 QUALITY ASSURANCE
A. Include on label of containers:
1. Manufacturer’s name
2. Type of paint
3. Manufacturer’s stock number
4. Color
5. Instructions for reducing, where applicable
B. Field Quality Control:
1. Request review by the Architect of first finished room, space, or item of each color scheme required for color, texture, and workmanship.
2. Use first acceptable room, space, or item as the Project standard for each color scheme.
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C. Regulatory Requirements:
1. Comply with the regulations of the Southern California Air Quality Management District (SCAQMD) for Volatile Organic Contents (VOC’s).
2. Paint shall be certified by the manufacturer as “non-lead” (less than 0.06 percent lead by weight in the dried film) as defined in Part 1303 of the Consumer Product Safety Act.
3. Work to be painted may contain excessive levels of lead-based paint. Contractor shall retain and pay for the services of a Testing Agency to perform and report on tests for such suspected material
1.05 DELIVERY AND STORAGE
A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, and following information:
1. Name or title of material
2. Manufacturer's stock number and date of manufacturer
3. Manufacturer's name
4. Contents by volume, for major pigment and vehicle constituents
5. Thinning instructions
6. Application instructions
7. Color name and number
B. Storage of Materials:
1. Store only acceptable project materials on project site.
2. Store in a suitable location.
3. Restrict storage to paint materials and related equipment.
4. Comply with health and fire regulations.
1.06 PROJECT CONDITIONS
A. Environmental Requirements:
1. Comply with manufacturer’s recommendations as to environmental conditions under which coatings and coating systems can be stored and applied.
2. Do not apply paint in rain, fog or mist; or when relative humidity exceeds 85%; or to damp or wet surfaces; unless otherwise permitted by paint manufacturer's printed instructions.
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3. Painting may be continued during inclement weather if areas and surfaces to be painted are enclosed and heated within temperature limits specified by paint manufacturer during application and drying periods.
1.07 WARRANTY
A. Color and Life of Film:
1. At the end of 1 year, colors of surfaces shall have remained free from serious fading, and variations (if any) shall be uniform.
2. Materials shall have their original adherence at end of 1 year and there shall be no evidence of blistering, running, peeling, scaling, chalking, streaking, or stains at end of this period.
1.08 MAINTENANCE
A. Extra Materials:
1. At completion of the Work, deliver to the Owner extra stock of paint equaling approximately 5 percent of each color used in each coating material used.
2. Stock shall be in tightly sealed and clearly labeled containers.
PART 2 PRODUCTS
2.01 MATERIALS
A. Product numbers specified in Article 3.06, “Paint Systems”, are as manufactured by Sherwin Williams, unless otherwise indicated. Equivalent products manufactured by Sinclair Paint Co., Benjamin Moore, Dunn-Edwards, ICI Paints, Fuller O’Brien or Glidden are acceptable.
B. Materials selected for coating system of each type of surface shall be the product of a single manufacturer.
C. Thinner: As recommended by each manufacturer for his respective product for use only within recommended limits.
D. Colors used shall be selected for their permanence and non-fading qualities. In addition, colors that are used over concrete and plaster surfaces shall be lime-proof.
E. Unsuitability of Specified Products: Claims concerning unsuitability of any materials specified will not be entertained, unless such claim is made in writing to the Architect before the Work is started.
F. Texturing: Match texture of adjacent textures when new materials abut textured areas.
2.02 MATERIAL QUALITY
A. Provide best quality grade of various types of coatings as regularly manufactured by acceptable paint materials manufacturers. Materials not displaying manufacturer's identification as a standard, best-grade product will not be acceptable.
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B. Proprietary names used to designate colors or materials are not intended to imply that products of named manufacturers are required to exclusion of equivalent products of other manufacturers.
2.03 COLORS
A. Colors: Colors to be selected by Architect from manufacturer’s color chart.
B. Color Pigments: Pure, non-fading, applicable types to suit substrates and service indicated.
C. Paint Coordination: Provide finish coats which are compatible with prime paints used.
Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information on characteristics of finish material proposed for use, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and re-prime as required. Notify Architect in writing of any anticipated problems using specified coating systems with substrates primed by others.
2.04 MIXING AND TINTING
A. Deliver paints ready mixed to jobsite.
B. Accomplish job mixing and job tinting only when acceptable to the Architect.
C. Mix only in mixing pails placed in suitable sized nonferrous or oxide-resistant metal pans.
D. Use tinting colors recommended by manufacturer for specific type of finish.
PART 3 EXECUTION
3.01 EXAMINATION
A. Applicator must examine areas and conditions under which painting work is to be applied and notify Contractor in writing of conditions detrimental to proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to Applicator.
B. Starting of painting work will be construed as Applicator's acceptance of surfaces and conditions within any particular area.
C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film.
3.02 SURFACE PREPARATION
A. General: Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as herein specified, for each particular substrate condition.
B. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish-painted, or provide surface applied protection prior to surface preparation and painting operations. Remove, if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items.
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C. Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program cleaning and painting so that contaminants from cleaning process will not fall onto wet, newly-painted surfaces. Do not paint until all interior gypsum board is installed, taped and sanded.
D. Gypsum Board:
1. Fill narrow, shallow cracks and small holes with spackling compound.
2. Rake deep, wide cracks and deep holes.
a. Dampen with clear water.
b. Fill with thin layers of drywall joint cement.
3. Allow to dry.
4. Sand smooth after drying; do not raise nap of paper on gypsum board.
5. See Section 09 25 00 for requirements for gypsum board finishing.
E. Ferrous Metals: Clean ferrous surfaces, which are not galvanized or shop-coated, of oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning.
1. Touch-up shop-applied prime coats wherever damaged or bare, where required by other sections of these specifications. Clean and touch-up with same type shop primer.
F. Galvanized Surfaces: Clean free of oil and surface contaminants with non-petroleum-based solvent.
G. Surfaces which cannot be prepared or painted as specified shall be immediately brought to the attention of the Architect in writing.
1. Starting of work without such notification will be considered acceptance by the Contractor of surface involved.
2. Contractor shall replace unsatisfactory work caused by improper or defective surfaces, as directed by the Architect, at no additional cost to the Owner.
3.03 MATERIALS PREPARATION
A. Mix and prepare painting materials in accordance with manufacturer's directions.
B. Store materials not in actual use in tightly covered containers. Maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue.
C. Stir materials before application to produce a mixture of uniform density, and stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using.
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3.04 APPLICATION
A. General: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied.
1. Apply additional coats when undercoats, stains or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces.
2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently-fixed equipment or furniture with prime coat only before final installation of equipment.
3. Paint back sides of access panels, and removable or hinged covers to match exposed surfaces.
4. Omit first coat (primer) on metal surfaces which have been shop-primed and touch-up painted, unless otherwise indicated.
B. Scheduling Painting: Apply first-coat material to surfaces that have been cleaned, pre-treated or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration.
1. Allow sufficient time between successive coatings to permit proper drying. Do not re-coat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat.
C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as indicated or, if not indicated, as recommended by coating manufacturer.
D. Prime Coats: Apply prime coat of material which is required to be painted or finished, and which has not been prime coated by others.
1. Re-coat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn through or other defects due to insufficient sealing.
E. Stipple Eggshell Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling such as laps, irregularity in texture, skid marks, or other surface imperfections.
F. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable.
3.05 CLEAN-UP AND PROTECTION
A. Clean-up: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day.
SECTION 09 90 00 PAINTING
PAINTING 09 90 00 - 8 of 9
1. Upon completion of painting work, clean window glass and other paint-spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces.
B. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect.
1. Provide "Wet Paint" signs as required to protect newly-painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations.
2. At the completion of work of other trades, touch up and restore all damaged or defaced painted surfaces.
3.06 PAINT SYSTEMS
A. General:
1. Exterior paint systems are specified and identified by number and interior paint systems by letter.
2. Only major areas are scheduled, but miscellaneous and similar items and areas within room or space shall be treated with suitable system.
3. Number of coats scheduled is minimum.
a. Additional coats shall be applied at no additional cost if necessary to completely hide base material, produce uniform color, and provide satisfactory finish result.
4. This specification shall serve as a guide and is meant to establish procedure and quality.
B. Acceptance of Final Colors: Final coat of paint for both exterior and interior shall not be applied until colors have been accepted by the Architect based on Field Samples noted in
1.03.C above.
C. Interior Coating Systems: Provide the following finish coating systems for the various substrates, as shown on the Finish Plan. Provide coats as indicated and sufficient to cover.
1. Gypsum Wallboard:
a. Flat: (ceilings, except as noted)
1) Prime Coat: 220-22 PVA Sealer.
2) Second Coat: One coat 209-00 Alkyd Wall Primer Sealer. 3) Finish Coat: One coat 202-XX Flat Latex Wall Finish. b. Stipple Eggshell: (walls, except as noted)
1) Prime Coat: One coat 220-22 PVA Sealer.
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PAINTING 09 90 00 - 9 of 9
2) Second Coat: 209-05 Satin Latex Stipple.
3) Finish Coat: One coat 212-XX Eggshell Latex Enamel.
2. Galvanized Metal (trim and access doors, except structural steel, etc.):
a. Semi-gloss:
1) Prime Coat (delete if shop primed): One coat 621-04 BLOX-RUST Alkyd Metal Primer.
2) Two coats 619-6X Ultra-Color Alkyd Semi-Gloss Enamel.
3. Ferrous Metal or Aluminum (miscellaneous)
a. Semi-gloss:
1) Prime Coat (delete if shop primed): 15 Red Oxide Primer 2) Second Coat: 1790 Latex Enamel Undercoater
3) Finish Coat: 4000 Acrylic Latex Enamel
D. Other Coating Systems:
1. Plaster
a. Semi-gloss:
1) Prime Coat: 18 Epoxy Water-Base Primer
2) Finish Coat: 4400 Acrylic Emulsion
END OF SECTION
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SECTION 10 14 00 SIGNAGE
SIGNAGE 10 14 00 - 1 of 6
PART 1 GENERAL
1.01 SUMMARY
A. This section specifies interior and exterior identification signs, building identification signs, parking and regulatory signs.
B. Interior signs.
1. Toilet Rooms
2. Lobby Entry
3. No Smoking distance at building access doors
4. Accessible Signs at Entries
5. Accessible Parking Stalls
6. Fire Extinguishers
7. Exit Signage
1.03 MANUFACTURER'S QUALIFICATIONS
A. Sign manufacturer shall provide evidence that they regularly and presently manufactures signs similar to those specified in this section as one of their principal products.
1.04 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Manufacturer's Literature:
1. Showing the methods and procedures proposed for the concealed anchorage of the signage system to each surface type.
2. Manufacturer’s printed specifications, anchorage details, installation and maintenance instructions.
C. Shop Drawings:
1. Sign location plan, showing location, type and total number of signs required.
2. Scaled drawings for manufacture and fabrication of sign types. Identify materials, show joints, welds, anchorage, accessory items, mounting and finishes.
D. Samples:
1. All sign colors.
SECTION 10 14 00 SIGNAGE
SIGNAGE 10 14 00 - 2 of 6
1.05 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Deliver materials to job in manufacturer's original sealed containers with brand name marked thereon. Protect materials from damage.
B. Package to prevent damage or deterioration during shipment, handling, storage and installation. Maintain protective covering in place and in good repair until removal is necessary.
C. Deliver signs only when the site and mounting services are ready for installation work to proceed.
D. Store products in dry condition inside enclosed facilities.
1.07 QUALITY ASSURANCE
A. Regulatory Requirements: Products shall meet requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG) and local amendments and modifications.
B. 2019 CBC – California Building Code
PART 2 PRODUCTS
2.01 MANUFACTURER
A. Signs of type, size and design shown on the drawings and as specified.
B. Signs complete with lettering, framing and related components for a complete installation.
C. Provide graphics items as completed units produced by a single manufacturer, including necessary mounting accessories, fittings and fastenings.
D. Do not scale drawings for dimensions. Contractor to verify and be responsible for all dimensions and conditions shown by these drawings. Owner’s Representative to be notified of any discrepancy in drawing, in field directions or conditions, and/or of any changes required for all such construction details.
E. The Sign Contractor, by commencing work of this section, assumes overall responsibility, as part of his warranty of work, to assure that assemblies, components and parts shown or required within the work of the section, comply with the Contract Documents. The
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SIGNAGE 10 14 00 - 3 of 6
Contractor shall further warrant: That all components, specified or required to satisfactorily complete the installation are compatible with each other and with conditions of installations.
2.02 SIGN MATERIALS
A. General: For items exposed to view on completion, provide materials having flat, smooth surfaces without blemishes. Do not use materials whose surfaces exhibit pitting, seam marks, roller marks, rolled trade names or roughness.
B. Aluminum:
1. Sheet and Plate: ASTM B209.
2. Extrusions and Tubing: ASTM B221.
3. Castings: ASTM B26.
C. Concrete Post Footings: See Section 03 30 00, CAST-IN-PLACE CONCRETE.
D. Steel:
1. Posts: ASTM A53 Grade B, Schedule 40 pipe, Galvanized G90.
2. Sheet: ASTM A1008, ASTM A591 electrolytic zinc coated.
E. Stainless Steel:
1. Sheet: ASTM A480.
2. Posts: ASTM 6063.
3. Billets: ASTM A314.
F. Sign Face: High impact polyester acrylate resins, pressure molded into a single polymerized component, using manufacturer’s co-molding process.
G. Tactile Graphics and Text: Provide tactile copy and grade 2 Braille raised 1/32 inch minimum from plaque surface using manufacturer’s co-molding process.
1. Provide lettering and graphics precisely formed, uniformly opaque to comply with relevant ADA regulations and requirements indicated for size, style, spacing, content, position, and colors.
H. Colors: High contrast semi-matte integral colors for graphics. All integral resins are U.V. stabilized resins utilizing automotive grade pigments.
I. Traffic Regulatory Signs: Provide smooth sign panel surfaces constructed to remain flat under installed conditions within a tolerance of plus or minus 1/16 inch measured diagonally from corner to corner, complying with the following minimum requirements:
1. Steel Sheet: 0.0625 inch thick, painted.
J. Posts: As shown on the drawings.
SECTION 10 14 00 SIGNAGE
SIGNAGE 10 14 00 - 4 of 6
1. 3 inch square aluminum tubing, painted.
2. 2 inch round standard pipe, galvanized.
K. Accessories:
1. Anchors and inserts: Provide hot-dipped galvanized anchors and inserts for exterior installations. Use toothed steel devices for drilled in anchors. Furnish inserts to be set into concrete or masonry work. Furnish galvanized through bolts for attachment to posts.
L. Letterforms: All letterforms and arrows shall be vinyl applied graphics. Clear film with printed graphics applied to the sign panel is not acceptable.
M. Symbol of accessibility: Adhesive Mylar symbol at (4) four exterior aluminum doors.
2.03 FINISHES
A. Comply with NAAMM’s “Metal Finishes Manual for Architectural and Metal Products” for recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.
C. Baked Enamel: Apply baked enamel complying with paint manufacturer’s written instructions for cleaning, conversion coating and painting.
D. Depth: 0.25-inch thickness.
E. Panel Appearance: Colors per 2019 CBC requirements.
F. Surface Texture: Matte Non-Glare.
G. Letter Style: Sans Serif.
2.04 FABRICATION
A. Design components to allow for expansion and contraction for a minimum material temperature range of 56 °C (100 °F), without causing buckling, excessive opening of joints or over stressing of adhesives, welds and fasteners.
B. Form work to required shapes and sizes, with true curve lines and angles. Provide necessary rebates, lugs and brackets for assembly of units. Use concealed fasteners whenever and wherever possible.
C. Shop fabricate so far as practicable. Joints fastened flush to conceal reinforcement, or welded where thickness or section permits.
D. Contact surfaces of connected members be true. Assembled so joints will be tight and practically unnoticeable, without use of filling compound.
E. Signs shall have fine, even texture and be flat and sound. Lines and miters sharp, arises unbroken, profiles accurate and ornament true to pattern. Plane surfaces be smooth flat and without oil-canning, free of rack and twist. Maximum variation from plane of surface plus or minus 0.3 mm (0.015 inches). Restore texture to filed or cut areas.
SECTION 10 14 00 SIGNAGE
SIGNAGE 10 14 00 - 5 of 6
F. Level or straighten wrought work. Members shall have sharp lines and angles and smooth surfaces.
G. Extruded members to be free from extrusion marks. Square turns and corners sharp, curves true.
H. Drill holes for bolts and screws. Conceal fastenings where possible. Exposed ends and edges mill smooth, with corners slightly rounded. Form joints exposed to weather to exclude water.
I. Coat aluminum exterior signs with low VOC acrylic polyurethane. Paint coatings are to be UV and graffiti resistant and able to maintain a consistent color and durability.
J. All painted surfaces properly primed. Finish coating of paint to have complete coverage with no light or thin applications allowing substrate or primer to show. Finished surface smooth, free of scratches, gouges, drips, bubbles, thickness variations, foreign matter and other imperfections. All exposed surfaces (front and back including edges) shall be painted.
K. All signs are to be constructed in a manner where front faces are free of exposed fasteners.
L. Pre-assemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations.
Clearly mark units for re-assembly and coordinated installation.
M. No signs are to be manufactured until final sign message schedule and location review has been completed by the Owner & forwarded to contractor.
PART 3 EXECUTION
3.01 EXAMINATION
A. Site Verification of Conditions: Verify installation conditions previously established under other sections are acceptable for product installation in accordance with manufacturer's instructions.
B. Scheduling of installation by the client implies that substrate and conditions are prepared and ready for product installation. Proceeding with installation implies installer’s acceptance of substrate and conditions.
3.02 INSTALLATION
A. Install product in accordance with supplier’s instructions.
B. Install product in locations indicated using mounting methods recommended by sign manufacturer and free from distortion, warp, or defect adversely affecting appearance.
C. Install product level, plumb, and at heights indicated.
D. Install product at heights to conform to Americans with Disabilities Act Accessibility Guidelines (ADAAG) and applicable local amendments and regulations.
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SIGNAGE 10 14 00 - 6 of 6
E. Install signs within the following tolerances and in accordance with manufacturer's recommendations:
1. Interior Signs: Within 1/4 inch vertically and horizontally of intended location.
3.03 CLEANING AND PROTECTION
A. Repair scratches and other damage which might have occurred during installation.
Replace components where repairs were made but are still visible to the unaided eye from a distance of 5 feet.
B. Remove temporary coverings and protection to adjacent work areas. Clean installed products in accordance with manufacturer's instructions prior to Owner’s acceptance.
Remove construction debris from project in accordance with provisions in Division 1.
END OF SECTION
SECTION 10 22 39 FOLDING GLASS PARTITIONS
FOLDING GLASS PARTITIONS 10 22 39 - 1 of 6
PART 1 GENERAL
1.01 SUMMARY
A. Section includes furnishing and installing a sliding-folding thermally broken, acoustically rated, aluminum-framed glass panel system that includes:
a. Aluminum frame.
b. Threshold.
c. Aluminum framed panels.
d. Sliding-folding and locking hardware.
e. Sound gasketing.
f. Panel Catch.
g. Glass and glazing.
h. Accessories as required for a complete working installation.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 REFERENCES
A. Reference Standards in accordance with Division 01 and current editions from the following:
a. AAMA. American Architectural Manufacturers Association; www.aamanet.org AAMA 205-15, In-Plant Testing Guidelines for Manufacturers and Independent Laboratories.
AAMA 502, Voluntary Specification for Field Testing of Newly Installed Fenestration Products.
AAMA 611, Voluntary Specification for Anodized Architectural Aluminum.
AAMA 920-11, Specification for Operating Cycle Performance of Side-Hinged Door System.
AAMA 1304, Voluntary Specification of Forced Entry Resistance of Side-Hinged Door Systems.
AAMA 2604, Voluntary Specifications, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels.
AAMA/WDMA/CSA 101/1.S.2/A440-17, NAFS, North American Fenestration Standard Specification for Windows, Doors and Skylights.
b. ANSI. American National Standards Institute; www.ansi.org ANSI Z97.1, Safety Performance Specifications and Methods of Test for Safety Glazing Material Used in Buildings.
c. ASTM. ASTM International; www.astm.org
ASTM C1036, Standard Specification for Flat Glass.
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FOLDING GLASS PARTITIONS 10 22 39 - 2 of 6
ASTM C1048, Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass.
ASTM E90-09, Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements.
ASTM E413-16, Classification for Rating Sound Insulation.
ASTM E2068-00 (2016), Standard Test Method for Determination of Operating Force of Sliding Windows and Doors.
ASTM E987-88 (2017), Standard Test Methods for Deglazing Force of Fenestration Products.
ASTM F842, Standard Test Methods for Measuring the Forced Entry Resistance of Sliding Door Assemblies, Excluding Glazing Impact.
d. CPSC. Consumer Product Safety Commission; www.cpsc.gov CPSC 16CFR-1201, Safety Standard for Architectural Glazing Materials.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Coordinate Folding Glass Partition system and framing R.O. a. Pre-installation Meetings: See Division 01 (Special Provisions) in the specifications.
1.05 SUBMITTALS
A. For Contractor submittal procedures see Division 01 (Special Provisions) in the specifications. a. Product Data: Submit manufacturer’s printed product literature for each Folding Glass Partition system to be incorporated into the Work. Show performance test results and details of construction relative to materials, dimensions of individual components, profiles, and colors.
b. Product Drawings: Indicate Folding Glass Partition system component sizes, dimensions and framing R.O., configuration, swing panels, direction of swing, stacking layout, typical head jamb, side jambs and sill details, type of glazing material, handle height and field measurements.
c. Manufacturers' Instructions: Submit Owner’s Manual from manufacturer which includes installation instructions, operation, and maintenance data: Identify with project name, location and completion date, and type and size of unit installed.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer capable of providing complete, precision built, engineered, pre-fitted units with a minimum thirty (30) years’ experience in the sale of foldingsliding door systems for large openings in the North American market.
B. Installer Qualifications: Installer experienced in the installation of manufacturer’s products or other similar products for large openings. Installer to provide reference list of at least three (3) projects of similar scale and complexity successfully completed in the last three (3) years. a. Installer to be trained and certified by manufacturer.
C. Single Source Responsibility: Furnish Folding Glass Partition system materials from one manufacturer for entire Project.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Comply with manufacturer’s instructions and recommendations, Special Provisions specifications section, and as follows:
a. Deliver materials to job site in sealed, unopened cartons or crates.
Upon receipt, inspect the shipment to ensure it is complete, in good condition and meets
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FOLDING GLASS PARTITIONS 10 22 39 - 3 of 6
project requirements.
b. Store material under cover in a clean and dry location, protecting units against weather and defacement or damage from construction activities, especially to the edges of panels.
1.08 FIELD CONDITIONS
A. Field Measurements: Contractor to field verify dimensions of rough openings (R.O.) and threshold depressions to receive sill. Mark field measurements on product drawings submittal.
1.09 WARRANTY
A. Manufacturer Warranty: Provide Folding Glass Partition system manufacturer’s standard limited warranty as per manufacturer’s published warranty document in force at time of purchase, subject to change, against defects in materials and workmanship. a. Warranty Period beginning with the earliest of 120 days from Date of Delivery or Date of Substantial Completion:
Rollers and Glass Seal Failure: Ten (10) years
All Other Components: Ten (10) years
1). Exception: Five (5) years if NOT installed by manufacturer's specific system approved or certified trained installer.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Basis-of-Design Manufacturer & Product:
a. Basis-of-Design Manufacturer:
b. Nana Wall Systems, Inc. (www.nanawall.com)
100 Meadow Creek Drive, Corte Madera, CA 94925
Toll Free (800) 873-5673
Telephone: (415) 383-3148
Fax: (415) 383-0312
Email: [email protected]
c. Basis-of-Design Product: NW Acoustical 645, folding glass partition (ALU) d. Substitution Procedures: See Division 1 specifications section for substitution procedures.
2.02 PERFORMANCE / DESIGN CRITERIA
A. Performance Criteria:
a. Acoustic Performance (STC)
System STC 35 with 1/4-inch (6 mm) STC 35 laminated glass. b. Swing Panel - Operation / Cycling Performance (AAMA 920): 500,000 cycles c. Forced Entry (AAMA 1304): Pass
d. Forced Entry Resistance (ASTM F842): Meets Grade 40: +F2 B. Design Criteria:
SECTION 10 22 39 FOLDING GLASS PARTITIONS
FOLDING GLASS PARTITIONS 10 22 39 - 4 of 6
a. Sizes and Configurations: As indicated by the Drawings for selected number and size of panels, location of swing and folding panels, and number of panels stacking to the left and to the right.
b. Unit Operation: Adjustable sliding & folding hardware with top & bottom tracks c. Mounting Type: Floor track supported with upper guide track d. Panel Configuration: Straight
e. Stack Storage Configuration: Outswing type and stack storage outside jamb f. Sill Type: Minimal surface mounted flush sill - ADA compliant g. Swing Panel Type: Hinged, Without Entry/Egress panel hinged to side jamb. h. Panel Pairing Configuration: Bi-folding panels hinged to side jamb (See Drawings)
2.03 MATERIALS
A. Basis of Design: Model NW Acoustical 645. Thermally Broken Aluminum Framed Folding Glass Description: Nominal frame stile width of 3-7/8 inch (99 mm) between folding panels, floor track supported system. Manufacturer’s standard thermally broken frame and panel profiles, with head track, side jambs, sill and panels with dimensions as shown on Drawings. a. System Components: Aluminum frame, threshold, panels, sliding-folding and locking hardware, weather-stripping, glass and glazing, panel catch and thermal break. b. Panels: Single lite; standard
c. Panel Size (W x H): As indicated on Drawings.
1). Rail Depth: 2-5/8 inch (67 mm)
2). Top Rail and Stile Width: 2-7/8 inch (73 mm)
3). Bottom Rail Width: Manufacturer’s standard kickplate on all panels (swing panel included). Height of 10 inches (254 mm)
4). Frame Depth: 2-15/16 inch (74 mm)
5). Head Track Width: 2-13/16 inch (72 mm) standard
6). Side Jamb Width: 2 inches (51 mm)
7). Sill Finish: Black anodized finish.
d. Aluminum Extrusion: AIMgSi0.5 alloy, 6063-T5
1). Thickness: 0.078 inch (2.0 mm) nominal
2). Acoustic Break: 1-1/4 inch (32 mm) wide glass fiber reinforced (GFR) polyamide for panels.
e. Aluminum Finish: One color inside and outside.
1). Finish Type: Dark Anodized Bronze-T
B. Glass and Glazing:
a. Safety Glazing: In compliance with ASTM C1036, ASTM C1048, and ANSI Z97.1. b. Manufacturer’s glass lites, dry glazed with glass stops on the inside. 1). 1/4" (6 mm) STC 35 laminated glass to achieve unit System STC of 35.
C. Locking Hardware and Handles:
a. Pairs of Folding Panels: Provide manufacturer’s flat handles and concealed two-point locking hardware operated by 180° turn of handle between each pair. Face applied Surface Mounted
SECTION 10 22 39 FOLDING GLASS PARTITIONS
FOLDING GLASS PARTITIONS 10 22 39 - 5 of 6
Minimal bolt locking NOT acceptable.
1). Handle Type: Flat handle stainless steel
i. Flat Handle Finish: Black titanium stainless steel, standard b. Handle Height: 41-3/8 inch (105 cm) centered from bottom of panel. c. Locking rods with standard end caps at the top and bottom. Rods to have a stroke of 15/16 inch (24 mm)
d. Additional profile cylinders to be Keyed differently. e. Burglary Resistance to be Standard.
f. Panel Catch: Panel catch to hold swing panel to adjacent folding panel to prevent incorrect operation when moving the panel.
D. Sliding-Folding Hardware: Provide manufacturer’s standard combination sliding and folding hardware with top and bottom tracks and threshold. All running carriages to be with sealed, selflubricating, double ball bearing multi-rollers. Surface mounted hinges and running carriages NOT acceptable.
a. Lower Running Carriage Carrying Capacity: 250 lb. (120 kg). Lower running carriage provided with two vertical stainless-steel wheels with double row of ball bearings and two horizontal polyamide wheels.
b. Vertical wheels with Gothic arch feature to ride on top of stainless-steel guide track covers over the full length of the sill track. Wheels riding on aluminum surfaces NOT acceptable. c. Upper guide carriage with two horizontal polyamide guiding wheels. For configurations with pairs of panels that can slide left or right, additional concealed, additional vertical tilt protection hardware.
d. Rollers: Black double ball bearing stainless-steel wheels. e. Hinges: Black anodized aluminum with stainless steel security hinge pins and set-screws. f. Optional Spring-Loaded Pull Handle: For outswing units with larger panel sizes, a spring loaded- pull handle is supplied for ease of closing the system. The pull handle is located above the flat handle. When not in use, the handle lays flat against the adjacent panel and is supplied with bumpers to avoid metal to metal contact.
1). Pull Handle – Brushed satin finish.
E. Sound Gasketing: Manufacturer’s double layer EPDM between panels and EPDM gasket, Q-Ion gasket, or brush seal between panel and frame, or brush seals with a two-layer fiberglass reinforced polyamide fin attached at both inner and outer edge of bottom of door panels with a recessed sill or on frame for sealing between panels and between panel and frame.
F. Fasteners: Installation plates for connecting frame components made of stainless steel with sealing cushion to avoid thermal connectivity.
2.04 FABRICATION
A. Folding Glass Wall: Extruded aluminum frame and panel profiles, corner connectors and hinges, sliding and folding hardware, locking hardware and handles, glass and glazing and sound gasketing.
a. Each unit factory pre-assembled and shipped with complete system components and installation instructions.
b. Exposed work to be carefully matched to produce continuity of line and design with all joints. c. No raw edges visible at joints.
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FOLDING GLASS PARTITIONS 10 22 39 - 6 of 6
2.05 ACCESSORIES
A. Provide sidelights, transoms, corner posts, or single or double doors as indicated.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examination and Acceptance of Conditions per Section 01 70 00 and as follows:
a. Carefully examine rough openings with Installer present, for compliance with requirements affecting Work performance.
Examine surfaces of openings and verify dimensions; verify rough openings are level, plumb, and square with no unevenness, bowing, or bumps on the floor; and other conditions as required by the manufacturer for readiness to receive Work.
Verify structural integrity of the header for deflection with live and dead loads limited to the lesser of L/720 of the span or 1/4 inch (6 mm). Provide structural support for lateral loads, and both wind load and eccentric load when the panels are stacked open. b. Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 INSTALLATION
A. General: Install Folding Glass Partition system in accordance with the Drawings, approved submittals, manufacturer’s recommendations, and installation instructions, and as follows:
a. Properly seal around opening perimeter to reduce sound infiltration from surroundings. b. Securely attach anchorage devices to rigidly fit frame in place, level, straight, plumb, and square. Install frame in proper elevation, plane, and location, and in proper alignment with other work.
c. Install panels, handles, lockset, gasketing and other accessories in accordance with manufacturer’s recommendations and instructions.
3.03 FIELD QUALITY CONTROL
A. Field Tests and Inspections per Section 01 40 00 of the following:
a. Verify the Folding Glass Partition system operates and functions properly. Adjust hardware for proper operation.
B. Non-Conforming Work: Repair or replace non-conforming work as directed by the Architect; see General and Supplementary Conditions, and Division 01, General Requirements.
3.04 CLEANING AND PROTECTION
A. Keep units closed and protect Folding Glass Partition installation against damage from construction activities.
B. Remove protective coatings and use manufacturer recommended methods to clean exposed surfaces.
END OF SECTION
SECTION 10 26 00 WALL PROTECTION
WALL PROTECTION 10 26 00 - 1 of 3
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section specifies corner guards.
1.2 RELATED WORK
A. All Sections listed in the Table of Contents are a Condition of this Section.
1.3 QUALITY ASSURANCE
A. Manufacturer’s Qualifications: Manufacturer with a minimum of three (3) years’ experience in providing items of type specified.
1. Obtain wall and door protection from single manufacturer.
B. Installer’s Qualifications: Installers are to have a minimum of three (3) years’ experience in the installation of units required for this project.
1.4 SUBMITTALS
A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
B. Shop Drawings: show design and installation details.
C. Manufacturer's Literature and Data:
1. Corner Guards.
D. Manufacturer’s qualifications.
E. Installer’s qualifications.
F. Manufacturer’s warranty.
1.5 DELIVERY AND STORAGE
A. Deliver materials to the site in original sealed packages or containers marked with the name and brand, or trademark of the manufacturer.
B. Protect from damage from handling and construction operations before, during and after installation.
C. Store in a dry environment of approximately 21 degrees C (70 degrees F) for at least 48 hours prior to installation.
1.6 WARRANTY
A. Construction Warranty: Comply with FAR clause 52.246-21 “Warranty of Construction”.
B. Manufacturer Warranty: Manufacturer shall warranty their wall and door protection for a minimum of five (5) years from date of installation and final acceptance by the
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Government. Submit manufacturer warranty.
1.7 APPLICABLE PUBLICATIONS
A. publications listed below form a part of this specification to extent referenced. publications are referenced in text by basic designation only.
B. ASTM International (ASTM):
A240/A240M-20 Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and For General Applications E84-20 Surface Burning Characteristics of Building Materials C. American Architectural Manufacturers Association (AAMA):
611-14 Voluntary Specification for Anodized Architectural Aluminum D. Code of Federal Regulation (CFR):
40 CFR 59(2020) Subpart D National Volatile Organic Compound Emission Standards for Architectural Coatings
E. The National Association of Architectural Metal Manufacturers (NAAMM):
AMP 500-06 Metal Finishes Manual
F. National Fire Protection Association (NFPA):
80-2019 Standard for Fire Doors and Other Opening Protectives G. Underwriters Laboratories Inc. (UL):
Annual Issue Building Materials Directory
PART 2 - PRODUCTS
2.1 MATERIALS
A. Stainless Steel: A240/A240M, Type 304.
1. 16 gauge
2.2 CORNER GUARDS
A. Basis of Design or approved equal:
1. IPC Door and Wall Protection Systems, InPro Corporation; Stainless Steel Corner Guard:
a. 2” (51 mm) wing, 1/8” corner radius.
b. Height: See Specification Section 09 06 00 – Schedule for Finishes
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WALL PROTECTION 10 26 00 - 3 of 3
2.3 FASTENERS AND ANCHORS
A. Provide fasteners and anchors as required for each specific type of installation.
B. Where type, size, spacing or method of fastening is not shown or specified in construction documents, submit shop drawings showing proposed installation details.
2.4 FINISH
A. Stainless Steel: In accordance with NAAMM AMP 500 finish Number 4.
PART 3 - INSTALLATION
3.1 STAINLESS STEEL CORNER GUARDS
A. Mount guards on external corners of interior walls, partitions and columns as shown on construction documents.
B. Where corner guards are installed on walls, partitions or columns finished with plaster or ceramic tile, anchor corner guards as shown on construction documents. Coat back surfaces of corner guards, where shown on construction documents, with a non-flammable, sound deadening material. Corner guards to overlap finish plaster surfaces.
C. Where corner guards are installed on gypsum board, clean surface and anchor guards with a neoprene solvent-type contact adhesive specifically manufactured for use on gypsum board construction. Remove excess adhesive from around edge of guard and allow curing undisturbed for 24 hours.
END OF SECTION
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SECTION 10 28 00 TOILET ACCESSORIES
TOILET ACCESSORIES 10 28 00 - 1 of 4
PART 1 GENERAL
1.01 SUMMARY
A. Furnish labor, materials, equipment and services to install toilet and related accessories and components as shown on the Drawings, as specified herein and as required for a complete and proper installation, including, but not limited to the following:
1. Toilet room accessories.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies: Accessories and their installation shall conform to applicable requirements for the disabled.
B. Design Criteria: Grab bars shall be capable of withstanding a force of 900 pounds, minimum, when installed in accordance with the manufacturer's instructions.
C. Accessories shall be the product of a single manufacturer unless otherwise specified.
1.04 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Product Data: Manufacturer's descriptive and technical data and illustrations, marked to indicate specific product types, variations, and materials.
C. Shop Drawings: Indicate layouts and installation details necessary for proper preparation of toilet partitions and other construction supporting grab bars or other accessory items.
D. Test data or certification that grab bars meet the specified design criteria.
E. Maintenance data, operating instructions, and keys required for each type of accessory and lock.
1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Quality designation and guarantee label shall be attached to each mirror, or manufacturer's certification that mirrors meet specified requirements shall be submitted.
B. Protection:
SECTION 10 28 00 TOILET ACCESSORIES
TOILET ACCESSORIES 10 28 00 - 2 of 4
1. Maintain protective coatings or coverings on units until installation is complete.
2. Remove protective coverings at final cleanup of installation.
C. Handle so as to prevent damage to finished surfaces.
D. Store materials in original protective packaging to prevent soiling, physical damage, or wetting.
1.06 PROJECT CONDITIONS
A. Coordinate submission of installation instructions so that backing, blocking, framing and formwork can be properly installed, and work of other trades will not be delayed.
1.07 WARRANTY
A. Warrant mirrors for 5 years against silver spoilage.
PART 2 PRODUCTS
2.01 MATERIALS
A. Stainless Steel Sheet: ASTM A167, commercial grade, Type 304, standard gage.
B. Stainless Steel Tubing: ASTM A269, commercial grade, seamless welded.
C. Sheet Steel: ASTM A366, cold-rolled stretcher leveled; with G90 galvanized coating.
D. Mirrors: ¼ inch thick polished float glass, silver-coated and electrolytically copper-plated.
1. Protect edges with vinyl tape or other protective coating.
2. Channel Edged
E. Adhesive: Epoxy type contact cement.
F. Attachment Devices: Hot dip galvanized; furnish backing plates, brackets, and hardware required for a complete installation as recommended by accessory manufacturer for component and substrate.
1. Fastening shall be concealed and theft-proof when available.
G. Locks: Provide locks and furnish keys for standard lockable items.
H. Grab Bars: 1-1/4 to 1-1/2 inches O.D., mandrel bent, with welded end flanges, exposed mounting, and peened or other approved safety-grip finish; anchor plates for each bar.
2.02 FINISHES
A. Provide manufacturer’s finish for each item indicated in accessory schedule, stainlesssteel where available.
SECTION 10 28 00 TOILET ACCESSORIES
TOILET ACCESSORIES 10 28 00 - 3 of 4
1. Where there are choices of available finishes, not including satin stainless steel, provide chart for Architect’s selection.
B. Exposed Finishes: Stainless steel No. 4, satin finish; satin chrome finish acceptable where stainless steel not available for accessory item scheduled.
2.03 ACCESSORY SCHEDULE
A. Model numbers indicated in the Schedule below are those of Bobrick Washroom Equipment, Inc. (unless noted otherwise) and are used to establish a standard of quality, utility. Equivalent products of other manufacturers may also be acceptable, subject to conformance with the requirements specified herein and indicated. All accessories brushed stainless steel, unless otherwise noted.
1. Provide one item for each location indicated on Drawings.
2. All items shall be satin finish, unless otherwise specified or indicated.
B. Schedule (itemized below as referenced on Drawings):
1. B-3944-130, Towel Mate – Semi Recessed combination towel dispenser waste receptacle (PTD).
2. B-3013 – Recessed Toilet-Seat-Cover Dispenser. (SCD)
3. B2888 – Surface Mounted Multi-Roll Toilet Tissue Dispenser. (TPD)
4. B-5806 – 1-1/4 inch (32mm) Diameter Stainless Steel Grab Bars with SnapFlange Cover. (GB1, GB2)
5. B-165 – Mirror with Stainless Steel Channel Frame. Rectangular. (MR1)
6. B254 – Partition Mounted Sanitary Napkin Disposal. (SND)
7. B2112 – Surface Mounted 40 oz Soap Dispenser. (SD)
8. Robe Hook (RH)
9. ASI Model 0487 - Combination Toilet Paper Holder, Dispenser and Seat Cover Dispenser
10. Shower Seat – “L” Shaped and sized per CBC Chapter 11B.
2.04 FABRICATION
A. Corners: Weld and grind smooth; leave no open miters.
B. Form exposed surfaces from one sheet of stock, free of joints.
C. Provide steel anchor plates and anchor components for installation on building finish.
D. Form surfaces flat without distortion; maintain flat surfaces without scratches or dents.
E. Back paint components where contact is made with building finishes, to prevent electrolysis.
SECTION 10 28 00 TOILET ACCESSORIES
TOILET ACCESSORIES 10 28 00 - 4 of 4
F. Hot-dip galvanize components; package complete with anchors and fittings.
G. Locked dispensing units: Key alike for all accessories.
PART 3 EXECUTION
3.01 EXAMINATION
A. Check openings scheduled to receive recessed units for correct dimensions, plumbness of blocking or frames, and preparation that would affect installation of accessories.
B. Check areas to receive surface-mounted units for conditions that would affect quality and execution of Work.
C. If unsatisfactory conditions exist, do not commence the installation until such conditions have been corrected.
3.02 INSTALLATION
A. Install accessories in locations and at heights indicated.
B. Install true, plumb and level, securely and rigidly anchor accessories to substrate in accordance with manufacturer's instructions.
C. Use tamper-proof, security type fasteners.
D. Attach grab bars to backing installed in wall to withstand loads prescribed by CBC.
E. Install accessories in strict dimensional tolerance to CBC and Accessibility codes, diagrams and standards.
3.03 ADJUSTMENT AND CLEANING
A. Remove protective coatings in accordance with the manufacturer's instructions.
B. Adjust accessories for proper operation.
C. After completion of installation, clean and polish all exposed surfaces.
D. Deliver keys and instruction sheets to the Owner’s Representative.
3.04 COMPLETION
A. When complete, accessories shall be set plumb and level, accurately aligned, and securely attached.
B. Exposed surfaces shall be clean and free from scratches, dents, tool marks, stains, discoloration, and other defects and damage.
END OF SECTION
SECTION 10 44 13 FIRE EXTINGUISHER CABINETS
FIRE EXTINGUISHER CABINETS 10 44 13 - 1 of 2
PART 1 GENERAL
1.01 DESCRIPTION
A. This section covers recessed fire extinguisher cabinets.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Manufacturer's Literature and Data: Fire extinguisher cabinet including installation instruction and rough opening required.
1.04 APPLICATION 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.
A. American Society of Testing and Materials (ASTM):
D4802-10................Poly (Methyl Methacrylate) Acrylic Plastic Sheet PART 2 PRODUCTS
2.01 FIRE EXTINGUISHER CABINET
A. Semi-Recessed type with flat trim. See Section 09 06 00 as reference.
2.02 FABRICATION
A. Form body of cabinet from 0.9 mm (0.0359 inch) thick sheet steel.
B. Fabricate door and trim from 1.2 mm (0.0478 inch) thick sheet aluminum with all face joints fully welded and ground smooth.
1. Glaze doors with 6 mm (1/4 inch) thick ASTM D4802, clear acrylic sheet, Category B-1, Finish
2. Design doors to open 180 degrees.
SECTION 10 44 13 FIRE EXTINGUISHER CABINETS
FIRE EXTINGUISHER CABINETS 10 44 13 - 2 of 2
3. Provide continuous hinge, pull handle, and adjustable roller catch.
2.03 FINISH
A. Finish interior of cabinet body with baked-on semigloss white enamel.
B. Finish door, frame with manufacturer's standard clear satin anodized aluminum.
PART 3 EXECUTION
A. Install fire extinguisher cabinets in prepared openings and secure in accordance with manufacturer's instructions.
B. Install cabinet so that bottom of cabinet is 975 mm (39 inches) above finished floor.
C. Install signage as required to indicate obscured extinguisher locations.
END OF SECTION
SEISMIC RESTRAINT REQUIREMENTS
SECTION 13 05 41 FOR NON-STRUCTRUAL COMPONENTS
SEISMIC RESTRAINT REQUIRMENTS 13 05 41 - 1 of 4
FOR NON-STRUCTRUAL COMPONENTS
PART 1 GENERAL
1.01 SUMMARY
A. Provide seismic restraint in accordance with the requirements of this section in order to maintain the integrity of nonstructural components of the building so that they remain safe and functional in case of seismic event.
B. Definitions: Non-structural building components are components or systems that are not part of the building’s structural system whether inside or outside, above or below grade.
Non-structural components of buildings include:
1. Electrical Elements: Power and lighting systems; selector and controller panels; fire protection and alarm systems; and telephone and communication systems.
2. Mechanical Elements: Heating, ventilating, and air-conditioning systems; roof drainage piping; sprinkler systems.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 QUALITY CONTROL
A. Shop-Drawing Preparation:
1. Have seismic-force-restraint shop drawings and calculations prepared by a professional structural engineer experienced in the area of seismic force restraints. The professional structural engineer shall be registered in California.
2. Submit design tables and information used for the design-force levels, stamped and signed by a professional structural engineer registered in California.
B. Coordination:
1. Do not install seismic restraints until seismic restraint submittals are approved by the Owner.
2. Coordinate and install trapezes or other multi-pipe hanger systems prior to pipe installation.
C. Seismic Certification: Permanent equipments and components are to have Special Seismic Certification in accordance with requirements of section 13.2.2 of ASCE 7, and shall comply with section 13.2.6 of ASCE 7.
SEISMIC RESTRAINT REQUIREMENTS
SECTION 13 05 41 FOR NON-STRUCTRUAL COMPONENTS
SEISMIC RESTRAINT REQUIRMENTS 13 05 41 - 2 of 4
FOR NON-STRUCTRUAL COMPONENTS
1.04 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Submit a coordinated set of equipment anchorage drawings prior to installation including:
1. Description, layout, and location of items to be anchored or braced with anchorage or brace points noted and dimensioned.
2. Details of anchorage or bracing at large scale with all members, parts brackets shown, together with all connections, bolts, welds etc. clearly identified and specified.
3. Numerical value of design seismic brace loads.
4. For expansion bolts, include design load and capacity if different from those specified.
C. Submit prior to installation, a coordinated set of bracing drawings for seismic protection of piping, with data identifying the various support-to-structure connections and seismic bracing structural connections, include:
1. Single-line piping diagrams on a floor-by-floor basis. Show all suspended piping for a given floor on the same plain.
2. Type of pipe (Copper, steel, cast iron, insulated, non-insulated, etc.).
3. Pipe contents.
4. Structural framing.
5. Location of all gravity load pipe supports and spacing requirements.
6. Numerical value of gravity load reactions.
7. Location of all seismic bracing.
8. Numerical value of applied seismic brace loads.
9. Type of connection (Vertical support, vertical support with seismic brace etc.).
10. Seismic brace reaction type (tension or compression): Details illustrating all support and bracing components, methods of connections, and specific anchors to be used.
D. Submit prior to installation, bracing drawings for seismic protection of suspended ductwork and suspended electrical and communication cables, include:
1. Details illustrating all support and bracing components, methods of connection, and specific anchors to be used.
2. Numerical value of applied gravity and seismic loads and seismic loads acting on support and bracing components.
SEISMIC RESTRAINT REQUIREMENTS
SECTION 13 05 41 FOR NON-STRUCTRUAL COMPONENTS
SEISMIC RESTRAINT REQUIRMENTS 13 05 41 - 3 of 4
FOR NON-STRUCTRUAL COMPONENTS
3. Maximum spacing of hangers and bracing.
4. Seal of registered structural engineer responsible for design.
E. Submit design calculations prepared and sealed by the registered structural engineer specified above in paragraph 1.03A.
1.05 APPLICABLE PUBLICATIONS
A. The Publications listed below (including amendments, addenda revisions, supplements and errata) form a part of this specification to the extent referenced. The publications are referenced in text by basic designation only.
B. American Society of Civil Engineers (ASCE 7) Latest Edition.
C. California Building Code (CBC) 2019
E. National Uniform Seismic Installation Guidelines (NUSIG) F. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
Seismic Restraint Manual - Guidelines for Mechanical Systems, 1998 Edition and Addendum
1.06 REGULATORY REQUIREMENT
A. CBC, 2019.
B. Exceptions: The seismic restraint of the following items may be omitted:
1. Equipment weighing less than 400 pounds, which is supported directly on the floor or roof.
2. Equipment weighing less than 20 pounds, which is suspended from the roof or floor or hung from a wall.
3. Gas piping less than 2 ½ inches inside diameter.
4. Piping in boiler plants and equipment rooms less than 1 ¼ inches inside diameter.
5. All other piping less than 2 ½ inches inside diameter, except for automatic fire suppression systems.
6. All piping suspended by individual hangers, 12 inches or less in length from the top of pipe to the bottom of the support for the hanger.
7. All electrical conduits, less than 2 ½ inches inside diameter.
8. All rectangular air handling ducts less than six square feet in cross sectional area.
9. All round air handling ducts less than 28 inches in diameter.
10. All ducts suspended by hangers 12 inches or less in length from the top of the duct to the bottom of support for the hanger.
SEISMIC RESTRAINT REQUIREMENTS
SECTION 13 05 41 FOR NON-STRUCTRUAL COMPONENTS
SEISMIC RESTRAINT REQUIRMENTS 13 05 41 - 4 of 4
FOR NON-STRUCTRUAL COMPONENTS
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.01 CONSTRUCTION, GENERAL
A. Provide equipment supports and anchoring devices to withstand the seismic design forces, so that when seismic design forces are applied, the equipment cannot displace, overturn, or become inoperable.
B. Provide anchorages in conformance with recommendations of the equipment manufacturer and as shown on approved shop drawings and calculations.
C. Construct seismic restraints and anchorage to allow for thermal expansion.
3.02 EQUIPMENT RESTRAINT AND BRACING
A. See drawings for equipment to be restrained or braced.
3.03 MECHANICAL DUCTWORK AND PIPING; ELECTRICAL BUSWAYS, CONDUITS, AND CABLE TRAYS; AND TELECOMMUNICATION WIRES AND CABLE TRAYS
A. Support and brace mechanical ductwork and piping; conduits and cable trays; and telecommunication wires and cable trays to resist directional forces (lateral, longitudinal and vertical).
B. Brace duct and breeching branches with a minimum of 1 brace per branch.
C. Provide supports and anchoring so that, upon application of seismic forces, piping remains fully connected as operable systems which will not displace sufficiently to damage adjacent or connecting equipment, or building members.
D. Piping Connections: Provide flexible connections where pipes connect to equipment.
Make the connections capable of accommodating relative differential movements between the pipe and equipment under conditions of earthquake shaking.
3.04 CEILINGS AND LIGHTING FIXTURES
A. At regular intervals, laterally brace suspended ceilings against lateral and vertical movements, and provide with a physical separation at the walls.
B. Independently support and laterally brace all lighting fixtures.
END OF SECTION
SECTION 14 24 00 HYDRAULIC ELEVATOR
ELEVATOR 14 24 00 - 1 of 24
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Holeless Hydraulic Elevator for a full and complete code compliant and operational elevator and associated building systems, including electrical, mechanical, fire protection, plumbing, shaft, structural and special systems. Includes smoke protection system at elevator hoist way openings.
B. Products Supplied But Not Installed Under this Section:
1. Pit Ladder
2. Inserts mounted in concrete walls at pit and steel tube column supports at shaft partition walls for rail attachments.
3. Any additional items required to meet operation and code requirements.
C. Work Supplied Under Other Sections:
1. Temporary lighting, including temporary lighting in hoistway for machine space with switch located in hoistway on the strike jamb side of top landing door.
2. Hoistway ventilation shall be in accordance with local and national building code requirements.
3. Guide Rail Support shall be structurally adequate to extend from pit floor to top of hoistway, with spans in accordance with requirements of authority having jurisdiction and final layouts.
4. Removable barricades at all hoistway openings, in compliance with OSHA 29 CFR 1926.502 in addition to any local code requirements.
5. Lifeline attachments capable of withstanding 5000 lb load in accordance with OSHA 29 CFR 1926.502. Provide a minimum of 2 at the top, front of each hoistway.
6. Pit lighting: Fixture with switch and guards. Provide illumination level equal to or greater than that required by ASME A17.1/CSA B44 2000, or applicable version.
7. Control space lighting with switch. Coordinate switch with lighting for machine space as allowable by code.
8. Electrical service and disconnects.
9. Ferromagnetic metal wrapped MDF header panel over elevator door.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
SECTION 14 24 00 HYDRAULIC ELEVATOR
ELEVATOR 14 24 00 - 2 of 24
2. All Specification Sections listed in the Table of Contents.
1.03 INDUSTRY AND GOVERNMENT STANDARDS:
A. ICC/ANSI A117.1 Accessible and Usable Buildings and Facilities B. ADAAG - Accessibility Guidelines for Buildings and Facilities C. ANSI/NFPA 70, National Electrical Code
D. ANSI/NFPA 80, Standard for Fire Doors and Fire Windows E. ASME/ANSI A17.1, Safety Code for Elevators and Escalators.
F. CBC, California Building Code, 2019
G. American Society of Mechanical Engineers (ASME)
A17.2 ............................. Inspectors Manual for Electric Elevators and Escalators H. National Fire Protection Association:
NFPA 72..........National Fire Alarm and Signaling Code NFPA 252.........Fire Test of Door Assemblies
I. NFPA 1784, ASTM E84 and UL 864.
1.04 DESCRIPTION OF ELEVATOR
A. Elevator Equipment: Holeless Hydraulic Elevator
B. Equipment Control: Per selected manufacturer
C. Quantity of Elevators: 1
D. Landings: 2
E. Openings: 2 Front Openings
F. Travel: 12 feet 0 inches, plus or minus
G. Rated Capacity: 2500 lbs
H. Rated Speed: 100 fpm
I. Clear Inside Dimensions (W x D): Per plan
J. Cab Height: 8' 0"
K. Clear height under suspended ceiling: Cab Height + 60" to Max 16 L. Entrance Width and Type: Side per plan
M. Entrance Height: 7' 0" Entrance Width: 3’ 0” minimum N. Main Power Supply: 208, 480 Volts + 10%, three-phase, per electrical drawings controls specification.
SECTION 14 24 00 HYDRAULIC ELEVATOR
ELEVATOR 14 24 00 - 3 of 24
O. Operation: Simplex
P. Machine Location: Machine Room
Q. Control Space Location: Machine Room
R. Maintenance Service Period: 12 months
1.05 PERFORMANCE REQUIREMENTS
A. The elevators shall be capable of meeting the highest standards of the industry and specifically the following:
1. Contract speed is high speed in either direction of travel with rated capacity load in the elevator. Speed variation under all load conditions, regardless of direction of travel, shall not vary more than five (5) percent.
2. The controlled rate of change of acceleration and retardation of the car shall not exceed 0.1G per second and the maximum acceleration and retardation shall not exceed 0.2G per second.
3. Starting, stopping, and leveling shall be smooth and comfortable without appreciable steps of acceleration and deceleration.
B. The door operator shall open the car door and hoistway door simultaneously at 2.5- feet
C. Floor level stopping accuracy shall be within 3 mm (1/8 in.) above or below the floor, regardless of load condition.
D. System Performance
1. Vertical Vibration (maximum): 15-17 mg
2. Horizontal Vibration (maximum): 10-12 mg
3. Jerk Rate (maximum): 3.3 – 5.25 ft/sec3
4. Acceleration (maximum) 1.6 – 2.6 ft/sec2
5. In Car Noise: = 55 dB(A)
6. Leveling Accuracy: ±0.1 inches
7. Starts per hour (maximum): 240
1.06 SUBMITTALS
A. Comply with Section 01 13 00 - Submittal Procedures.
B. Product Data: Submit manufacturer's product literature for each proposed system.
1. Cab design, dimensions and layout.
2. Layout, finishes, and accessories and available options.
3. Controls, signals and operating system.
4. Color selection charts for cab and entrances.
SECTION 14 24 00 HYDRAULIC ELEVATOR
ELEVATOR 14 24 00 - 4 of 24
5. Furnish certificates as required under: Paragraph "QUALIFICATIONS".
C. Shop Drawings:
1. Clearances and travel of car.
2. Clear inside hoistway and pit dimensions.
3. Location and layout of equipment and signals.
4. Car, guide rails, buffers and other components in hoistway.
5. Maximum rail bracket spacing.
6. Maximum loads imposed on building structure.
7. Hoist beam requirements.
8. Location and details of hoistway door and frames.
9. Electrical characteristics and connection requirements.
10. Controller
11. Starters and Overload Current Protection Devices.
12. Electric Door Operator; HP rating and RPM of motor.
13. Hoistway Door Interlocks.
14. Car Buffers; maximum and minimum rated load, maximum rated striking speed and stroke.
15. Cab Ventilation Unit; HP rating and CFM rating.
16. Sill details including sill support.
17. Door operator, infrared curtain units.
18. Cuts or drawings showing details of controllers and supervisory panels.
19. Door opening protection system.
D. WIRING DIAGRAMS
1. Provide three complete sets of field wiring and straight line wiring diagrams showing all electrical circuits in the hoistway, machine room and fixtures.
Install one set coated with an approved plastic sealer and mounted in the elevator machine room as directed by the Owner.
2. In the event field modifications are necessary during installation, diagrams shall be revised to include all corrections made prior to and during the final inspection. Corrected diagrams shall be delivered to the Owner within 30 days of final acceptance.
3. Provide the following information relating to the specific type of microprocessor controls installed:
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ELEVATOR 14 24 00 - 5 of 24
a. Owner's information manual, containing job specific data on major components, maintenance, and adjustment.
b. System logic description.
c. Complete wiring diagrams needed for field troubleshooting, adjustment, repair and replacement of components. Diagrams shall be base diagrams, containing all changes and additions made to the equipment during the design and construction period.
d. Changes made during the warranty period shall be noted on the drawings in adequate time to have the finalized drawings reproduced for mounting in the machine room no later than six months prior to the expiration of the warranty period.
E. Operation and maintenance data:
1. Provide manufacturer's standard maintenance and operation manual.
F. Diagnostic Tools
1. Prior to seeking final acceptance for the completed project as specified by the Contract Documents, the Elevator Contractor shall deliver to the Owner any specialized tool(s) that may be required to perform diagnostic evaluations, adjustments, and/or parametric software changes and/or test and inspections on any piece of control or monitoring equipment installed. This shall include any specialized tool(s) required for monitoring, inspection and/or maintenance where the means of suspension other than conventional wire ropes are furnished and installed by the Elevator Contractor. Any and all such tool(s) shall become property of the Owner. Any diagnostic tool provided to the Owner by the Elevator Contractor shall be configured to perform all levels of diagnostics, systems adjustment and parametric software changes which are available to the Elevator Contractor. In those cases where diagnostic tools provided to the Owner require periodic recalibration/or re-initiation, the Elevator Contractor shall perform such tasks at no additional cost to the Owner for a period equal to the term of the maintenance agreement from the date of final acceptance of the competed project During those intervals in which the Owner might find it necessary to surrender a diagnostic tool for recalibration, re-initiation, or repair, the Elevator Contractor shall provide a temporary replacement for the tool at no additional cost to the Owner. The Elevator Contractor shall deliver to the Owner, printed instructions for the proper use of any tool that may be necessary to perform diagnostic evaluations, system adjustment, and/or parametric software changes on any unit of microprocessor-based elevator control equipment and means of suspension other than standard elevator steel cables furnished and install by the Elevator Contractor. Accompanying the printed instructions shall be any and all access codes, password, or other proprietary information that is necessary to interface with the microprocessor-control equipment.
1.07 QUALITY ASSURANCE
A. Manufacturer: Minimum of fifteen years experience in the fabrication, installation and service of elevators of the type and performance of the specified. The manufacturer shall have a documented quality assurance program.
B. Installer: The equipment manufacturer shall install the elevator.
C. Inspection and Testing: In accordance with requirements of local jurisdiction, obtain required permits, inspections and tests.
SECTION 14 24 00 HYDRAULIC ELEVATOR
ELEVATOR 14 24 00 - 6 of 24
1.08 DELIVERY, STORAGE AND HANDLING
A. Comply with manufacturer’s recommendations for delivery, storage and handling.
1.09 WARRANTY
A. Submit all labor and materials furnished in connection with elevator system. The one year Warranty shall commence after final inspection, completion of performance test, and upon full acceptance of the installation and shall concur with the guarantee period of service.
1.10 MAINTENANCE SERVICE
A. The elevator manufacturer shall provide maintenance service consisting of regular examinations and adjustments of the elevator equipment for a period of 12 months after date of substantial completion. Replacement parts shall be produced by the original equipment manufacturer.
B. Maintenance service be performed during regular working hours of regular working days and shall include emergency 24-hour call back service.
C. Maintenance service shall not include adjustments, repairs or replacement of parts due to negligence, misuse, abuse or accidents.
PART 2 PRODUCTS
2.01 MANUFACTURER
A. Provide holeless hydraulic elevator systems subject to compliance with the design and performance requirements of this specification.
1. Basis of Design: Schindler 330A.
2. Other acceptable holeless hydraulic elevator manufacturer with minimum 15 years experience in manufacturing, installing, and servicing elevators of the type required for the project.
2.02 PUMP UNIT ASSEMBLY
A. Completely integrate the pump unit for the control of the elevator and self-contain in a unit fabricated of structural steel. The unit shall consist of a hydraulic fluid pump driven by an induction motor together with oil control valves, piping, etc. Enclose unit on four open sides of the power unit frame with not less than 16 gauge steel removable panel sections. Provide a minimum 50 mm (2 in.) air space between the top of the panels and bottom of tank. Line panels on the interior side with one-inch rigid acoustical insulation board.
B. Control valves shall be electronically controlled. Hydraulic fluid flow shall be controlled to insure speed variation of not more than five (5) percent under all load conditions.
C. Hydraulic system working pressure shall not exceed 500 psi under any load condition.
D. Pump shall be positive displacement, rotary screw type, specifically designed for hydraulic elevator service, having a steady discharge without pulsation to give smooth and quiet operation. Pump output shall be capable of lifting elevator car with
SECTION 14 24 00 HYDRAULIC ELEVATOR
ELEVATOR 14 24 00 - 7 of 24
rated capacity, with a speed variation of no more than five (5) percent between no load and full load. Pump shall operate under flooded suction in an accurately machined case with the clearance required to assure maximum efficiency. Hydraulic fluid by-pass shall discharge directly into storage tank.
E. Motor shall be squirrel-cage, drip proof, ball bearing, and induction type, with a synchronous speed not in excess of 1800 RPM. Design motor specifically for elevator service, not to exceed nameplate full load current by more than 10% and be continuously rated 120 starts per hour without exceeding a rise of 40 degrees C.
Include closed transition SCR soft start.
F. Connect motor and pump with multiple V-belt. Size belts and sheaves for duty involved and design to prevent any metallic contact between motor and pump shaft.
Provide isolation units of rubber in shear to prevent transmission of pump and motor vibration to the building. Install expanded metal sheave guard that can be easily removed for servicing and inspection.
G. Hydraulic equipment may be installed within the oil storage tank if applicable for elevator size, speed, and duty rating.
H. Design motor, pump, tank, and piping to accommodate future travel, if specified.
2.03 HYDRAULIC SYSTEM
A. Construct the storage tank of sheet steel, welded construction, and a steel cover with suitable means for filling, a minimum one-inch protected vent opening, an overflow connection, and a valve drain connection. Tank shall act as a storage tank only, and sized to pass through machine room door as shown on drawings. Provide marked gauge to monitor hydraulic fluid level. Tank shall be of capacity to hold volume of hydraulic fluid required to lift elevator to top terminal landing, plus a reserve of not less than ten gallons. Provide a baffle in the bottom of the tank to prevent entry of any sediment or foreign particles into hydraulic system. Baffle shall also minimize aeration of hydraulic fluid. Permissible minimum hydraulic fluid level shall be clearly indicated.
Hydraulic fluid shall be of good grade to assure free flow when cool, and have minimum flash point of 400 degrees F. Provide initial supply of hydraulic fluid for operation of elevator.
1. Thermostatically control the viscosity of the hydraulic fluid with thermal cooling unit and temperature thermostat to maintain the fluid temperature in the reservoir, pump and valves at a constant operating viscosity.
2. Provide a data plate on the tank framing indicating the characteristics of the hydraulic fluid used.
B. Furnish and install connections between the storage tank, pump, muffler, operating valves, and cylinder complete with necessary valves, pipe supports, and fittings. All connections between the discharge side of the pump, check valve, muffler, cylinder, lowering valves shall be of schedule 40 steel with threaded, flanged, or welded mechanical couplings. Size of pipe and couplings between cylinder and pumping unit shall be such that fluid pressure loss is limited to 10 percent.
C. Do not subject valves, piping, and fittings to working pressure greater than those recommended by the manufacturer.
D. Support all horizontal piping. Place hangers or supports within 305 mm (12 in.) on each side of every change of direction of pipeline and space supports not over 3.0 meters (10 ft) apart. Secure vertical runs properly with iron clamps at sufficiently close intervals to carry weight of pipe and contents. Provide supports under pipe to floor.
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1. Provide all piping from machine room to hoistway, including necessary supports or hangers. If remote piping is underground or in damp inaccessible areas, install hydraulic piping thru PVC sleeve pipe.
E. Install pipe sleeves where pipes pass through walls or floors. Set sleeves during construction. After installation of piping, equip the sleeves with snug fitting inner liner of either glass or mineral wool insulation.
F. Install blowout-proof, non-hammering, oil-hydraulic muffler in the hydraulic fluid supply pressure line near power unit in machine room. Design muffler to reduce to a minimum any pulsation or noises that may be transmitted through the hydraulic fluid into the hoistway.
G. Arrange control valves to operate so hydraulic fluid flow will be controlled in positive and gradual manner to ensure smooth starting and stopping of elevator.
H. Provide safety check valve between cylinder and pump connection which will hold elevator with specified load at any point when pump stops or pressure drops below minimum operating levels.
I. Provide an automatic shut-off valve in the oil supply line at the cylinder inlet. Weld pipe protruding from cylinder at inlet and thread to receive shut-off valve. Activate the automatic shut-off valve when there is more than a ten percent increase in high speed in the down direction. When activated, this device shall immediately stop the descent of the elevator and hold the elevator until it is lowered by use of the manual lowering feature of the valve. Arrange the manual lowering feature of the automatic shut-off valve to limit the maximum descending speed of the elevator to 15 fpm. The exposed adjustments of the automatic shut-off valve shall have their means of adjustment sealed after being set to their correct position.
J. Provide external tank shut-off valve to isolate hydraulic fluid during maintenance operations.
K. Provide all pump relief and other auxiliary valves to comply with the requirements of the ASME A17.1 Section 3.19 and to insure smooth, safe, and satisfactory operation of elevator.
L. Furnish and adjust bypass and relief valve in accordance with ASME A17.1 Rule
3.19.4.2. M. Install check valve to hold the elevator car with rated load at any point when the pump stops.
N. Provide shut-off valves in the pit near the cylinder and in the machine room capable of withstanding 150 percent of design operating pressure. Each manual valve shall have an attached handle.
O. Conveniently locate the manual lowering valve, easily accessible, and properly identified with a red arrow and not concealed within the storage tank. Mark the operating handle in red.
P. Provide a low oil control feature which shall shut off the motor and pump and return the elevator to the lowest landing. Upon reaching the lowest landing, doors will open automatically allowing passengers to leave the car. Then doors shall close. All control buttons, except the door open button, shall be made ineffective.
Q. Provide oil-tight drip pan for assembled pumping unit, including storage tank. Pan shall be not less than 16 gauge sheet steel, with one-inch sides.
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R. The entire hydraulic system, including muffler, shall be tested to withstand a pressure equal to twice the calculated working pressure.
S. Submit certification that test has been performed.
2.04 EQUIPMENT: HOISTWAY COMPONENTS
A. Materials, devices and equipment furnished shall be of current production by manufacturers regularly engaged in the manufacture of such items. Items not meeting this requirement, but meet technical specifications which can be established through reliable test reports or physical examination of representative samples, will be considered.
B. When two or more devices of the same class of materials or equipment are required, these units shall be products of one manufacturer.
C. Manufacturers of equipment assemblies which include components made by others shall assume complete responsibility for the final assembled unit.
D. Motor nameplates shall state manufacturers’ name, rated horsepower, speed, volts, amperes and other characteristics required by NEMA Standards and shall be securely attached to the item of equipment in a conspicuous location.
E. The elevator equipment, including controllers, door operators, and supervisory system shall be non-proprietary, the product of manufacturers of established reputation, provided such items are capably engineered and produced under coordinated specifications to ensure compatibility with the total operating system.
Mixing of manufactures related to a single system or group of components shall be identified in the submittals.
F. Where key operated switches are furnished in conjunction with any component of this elevator installation, furnish four (4) keys for each individual switch or lock. Provide different key tumblers for different switch and lock functions. Each and every key shall have a tag bearing a stamped or etched legend identifying its purpose. Barrel key switches are not acceptable, except where required by code.
2.05 EQUIPMENT: HOISTWAY COMPONENTS
A. Buffers: Car and Counterweight
B. Hoistway Operating Devices:
1. Emergency stop switch in the pit
2. Terminal stopping switches.
3. Emergency stop switch on the machine
4. Emergency opening smoke protection system.
C. Positioning System: System consisting of magnets and proximity switches.
D. Guide Rails and Attachments: Steel rails with brackets and fasteners.
E. The counterweight frame will be equipped with a safety device designed to stop the counterweight in the event of actuation of the over speed governor.
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2.06 EQUIPMENT: HOISTWAY ENTRANCES
A. Hoistway Entrances
1. Frames: Sheet steel, bolted construction.
2. Typical Sill Finish: Mill Aluminum
3. Lobby Sill Finish: Mill Aluminum
4. Doors: Hollow metal construction with vertical internal channel reinforcements.
5. Fire Rating: Entrance and doors shall be UL fire-rated for 1-1/2 hour.
6. Lobby Entrance Finish: Ferromagnetic. Min. 14 ga with 2-inch wide flat profile.
7. Entrance Markings Jamb Plates: Provide standard entrance jamb tactile markings on both jambs, at all floors.
8. Plate Mounting: Refer to manufacturer drawings.
2.07 EQUIPMENT: CAR COMPONENTS
A. Car Frame: Provide car frame with adequate bracing to support the platform and car enclosure.
B. Car Safeties: Device will be provided and mounted under the car platform, securely bolted to the Car Frame. The safety will be actuated by a centrifugal governor mounted at the top of the hoistway. The Safety is designed to operate in case the car attains excessive descending speed.
C. Platform, Heavy Loading Type: The car platform shall be arranged to accommodate one-piece loads weighing up to 25% of the rated capacity.
D. Car Guides: Provide guide-shoes mounted to top and bottom of both car and counterweight frame. Each roller guide assembly shall be arranged to maintain constant contact on the rail surfaces. Provide retainers in areas with Seismic design requirements.
E. Canopy: Reinforced 16-guage milled steel. White baked enamel finish standard.
F. Cab Finish:
1. Car Wall Panels: Plastic Laminate
2. Baseboard: Stainless Steel - Satin
3. Ceiling and Lighting:
a. Round LED Down Light Drop Ceiling - LF-88: Satin Finished Stainless Steel three panel suspended ceiling with two holes per panel for Round LED lights.
4. Handrail:
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a. Flat Solid Metal handrail of 3/8-inch thick by 4 inches tall. Material to be satin stainless steel finish. Rails to be located on side and back wall of car enclosure.
b. Clearance between support rails and adjacent surfaces shall be 11/2 inches . Top of support rails shall be 32 inches above the floor of the car.
5. Flooring: Flooring per Schedule for Finishes.
6. Threshold: Aluminum
7. Protective pad hooks and quilted fire retardant protective pads: Pad Buttons will be provided with non-suspended ceiling.
8. Provide electrical contact on the car-top exit.
G. Emergency Car Signals
1. Emergency Siren: Siren mounted on top of cab that is activated when the alarm button in the car operating panel is engaged. Siren shall have rated sound pressure level of 80 dB(A) at a distance of three feet from device.
Siren shall respond with a delay of not more than one second after activation of alarm button.
2. Emergency Car Lighting: Provide emergency power unit employing a 12-volt sealed rechargeable battery and totally static circuits shall illuminate the elevator car and provide current to the alarm bell in the event of building power failure.
H. Ventilation: Fan.
2.08 EQUIPMENT: SIGNAL DEVICES AND FIXTURES
A. Car Operating Panel: Provide vandal resistant car operating panel with all push buttons, key switches, and message indicators for elevator operation.
1. Flush mounted car operating panel shall contain a bank of round, mechanical, illuminated buttons marked to correspond to landings served, emergency call button, door open button, door close button, and key switches for lights, inspection, and exhaust fan. Buttons have white illumination (halo).
All buttons to have raised text and Braille marking on left hand side. The car operating display panel shall be white DOT-matrix. All texts, when illuminated, shall be white. The car operating panel shall have a brushed stainless steel finish.
2. Additional features of car operating panel shall include:
a. Car Position Indicator within operating panel white. b. Elevator Data Plate marked with elevator capacity and car number on car top.
c. Help buttons with raised markings.
d. In car stop switch per local code.
e. Firefighter's hat.
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f. Firefighter's Phase II Key-switch.
g. Call Cancel Button.
h. Emergency Two Way Communication Device
i. Independent Service
j. Firefighter's Phase II emergency in-car operating instructions. k. Landing Passing Signal
B. Hall Fixtures: Wall mounted vandal resistant hall fixtures shall be provided with necessary push buttons and key switches for elevator operation. Wall mounted hall fixtures shall have a brushed stainless steel finish.
1. Vandal Resistant Hall fixtures shall feature round, mechanical, illuminated buttons in flush fixture housings. Hall fixtures shall correspond to options available from that landing.
C. Emergency Two Way Communication/Video Device: An Emergency Two Way Communication device shall be furnished in the car-operating panel. Necessary wires for the device shall be included and connected to the car traveling cable. (IBC 2018 and ASME A17.1-2019/CSA B44-19).
1. Provide ADA compliant communication device. Communications equipment and connections to the building service system shall be furnished and installed by others. System shall include 24/7 video motoring capable system. Touch screen display with easy-to-read, 2-way messaging.
D. Car Lantern and Chime: A [vandal resistant] directional lantern visible from the corridor shall be provided in the car entrance. When the car stops and the doors are opening, the lantern shall indicate the direction in which the car is to travel and a chime will sound. The chime will sound once for up and twice for down.
E. Hall call cutout key-switches to disable activation of hall buttons, locate at landing F. Access key-switch at top floor in entrance jamb.
G. Access key-switch at lowest floor in entrance jamb.
H. Landing Passing Signal: A chime bell shall sound in the car to tell a passenger that the car is either stopping at or passing a floor served by the elevator.
I. Open 3 seconds, fully open.
2.09 EQUIPMENT: ELEVATOR OPERATION AND CONTROLLER
A. Elevator Operation: Provide microprocessor-based control system, which utilizes onboard diagnostics for servicing, trouble-shooting, and adjusting without requiring the use of an outside service tool. If an on-board diagnostic system is not provided, a handheld service tool (or laptop), owner's license, operation manual, and tool instructions must be provided in addition to the control system.
1. Simplex Collective Operation: Using a microprocessor-based controller, operation shall be automatic by means of the car and hall buttons. If all calls in the system have been answered, the car shall park at the last landing served.
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B. Car Operating Features
1. On/Off Light Switch
2. Car-Stall Protection
3. Firefighters
4. Ascending Car uncontrolled Movement Protection.
5. Top of Car Inspection
6. Load Weight Bypass
7. Intercom, video, and touchscreen provisions.
8. Provision for Card Reader in Car ( Future Card Reader)
9. Express Priority Service with key switches at landing
10. Provisions for Elevator Management System
11. Automatic Standby Power Operation with Manual Override. a. This operation shall return each car automatically to a designated landing when the system is initially switched to standby power. One or more cars are returned at a time. Preference is given to loaded cars over empty cars in order to reduce passenger-waiting times. A car must respond by beginning to move toward the designated landing within a pre-determined time. If a car does not respond, it is automatically placed in a "Not Available" mode while other cars are moved. If a car was not returned to the designated landing on the first try, a second attempt is made. If the second attempt is not successful, the car will remain in a "Not Available" mode and can only be moved by manual means. Once each car has returned to the designated landing, the doors will remain open for a predetermined amount of time.
b. When all cars have successfully returned to the designated landing or have attempted to move twice, automatic selection of the car(s) to run on normal operation will occur.
c. If for any reason a car selected for normal operation under stand by power is delayed for 60 seconds, the car will be placed in a "Not Available" mode and another car will be selected for normal operation based on the priorities listed above.
d. Manual Override of Standby Power Operation is achieved by a manual input for each car via a rotary selector, individual key switch for each car switch. A manually selected car may be run either in a return operation to a designated landing or in normal operation under standby power. If a manually selected car has not yet returned to the designated landing, it will perform this operation first then immediately go into normal operation.
e. If a manually selected car is delayed, no other car can be selected in the group unless it is manually selected.
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f. If Manual Override changes car selection while a car is running in return or normal operation under standby power, the newly selected car will not be permitted to run until the car that is running has stopped, opened its doors, and gone into the Standby Power Wait state.)
C. Elevator Control System for Inspections and Emergency
1. Provide devices within controller to run the elevator in inspection operation.
2. Provide devices on car top to run the elevator in inspection operation.
3. Provide within controller an emergency stop switch to disconnect power from the brake and prevents motor from running.
4. Provide the means from the controller to mechanically lift and control the elevator brake to safely bring car to nearest available landing when power is interrupted.
5. Provide the means from the controller to reset the governor over speed switch and also trip the governor.
6. Provide the means from the controller to reset the emergency brake when set because of an unintended car movement or ascending car over speed.
7. Provide the means for the control to reset elevator earthquake operation.
2.10 EQUIPMENT: DOOR OPERATOR AND CONTROL
A. Door Operator: A closed loop permanent magnet PWM high-performance door operator shall be provided to open and close the car and hoist-way doors simultaneously. Door movement shall be cushioned at both limits of travel. Electromechanical interlock shall be provided at each hoist-way entrance to prevent operation of the elevator unless all doors are closed and locked. An electric contact shall be provided on the car at each car entrance to prevent the operation of the elevator unless the car door is closed.
B. The door operator shall be arranged so that, in case of interruption or failure of electric power, the doors can be readily opened by hand from within the car, in accordance with applicable code. Emergency devices and keys for opening doors from the landing shall be provided as required by local code.
C. Doors shall open automatically when the car has arrived at or is leveling at the respective landings. Doors shall close after a predetermined time interval or immediately upon pressing of a car button. A door open button shall be provided in the car. Momentary pressing of this button shall reopen the doors and reset the time interval.
D. Door hangers and tracks shall be provided for each car and hoist-way door. Tracks shall be contoured to match the hanger sheaves. The hangers shall be designed for power operation with provisions for vertical and lateral adjustment. Hanger sheaves shall have polyurethane tires and pre-lubricated sealed-for-life bearings.
E. Electronic Door Safety Device. The elevator car shall be equipped with an electronic protective device extending the full height of the car. When activated, this sensor shall prevent the doors from closing or cause them to stop and reopen if they are in the process of closing. The doors shall remain open as long as the flow of traffic continues and shall close shortly after the last person passes through the door opening.
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2.11 TWO-STOP AUTOMATIC OPERATION
A. Provide two-stop automatic operation for passenger elevators.
B. Design system so that when the car is standing at either terminal landing, pressing on car button for the other terminal landing shall automatically dispatch car to that landing. Pressing a call button at either landing shall call the car automatically to that landing. If a call is registered while the car is making its trip that call shall remain registered until the car responds to that call. Provide time limit relay arranged to hold car at landing at which it has stopped for predetermined time after car stops. After all car and hall calls have been answered, car shall remain parked at landing where last used with car and hoist-way doors closed, until another call is registered.
C. Pressing the call button at the floor at which car is parked shall automatically open car and hoist-way doors.
D. Car lights and fan in the elevator shall not shut off when elevator is idle. Arrange circuits so that power to lights and outlets on top and bottom of car shall not be interrupted.
2.12 SEISMIC REQUIREMENTS
A. Support and maintain pump unit, controller, rails, rail brackets, conduit, buffers, piping, scavenger pumps and jack unit assembly in place as to effectively prevent any part from sliding, rotating or overturning or jumping under conditions imposed by seismic forces not less than that required to produce an acceleration of gravity horizontally and 1/2 gravity vertically acting simultaneously. Design the total system to continue operation without interruption under specified seismic acceleration, B. Support all vertical conduits and duct systems within the hoistway at points above the center of gravity of riser. Provide lateral guides at regular intervals.
C. Car guide rail brackets and rail clip bolts shall be guarded against snagging on the side of the rail adjacent to the point of suspension of the traveling cables.
D. Provide car guide rails with at least one intermediate bracket between brackets located at each floor so that bracket spacing does not exceed 2400 mm (8 ft). If intermediate brackets cannot be installed because of lack of structural support, reinforce rails with 225 mm (9 in.) channel or approved equal backing.
E. Guide rails shall not be less than 22.5 kg/m (15 lb/ft).
F. The stresses in parts of structural members made of steel shall not exceed 88 percent of the minimum elastic strength of the material used in the fastenings.
G. Provide car enclosure ceiling panels and fluorescent tubes with latching devices that shall restrain the panels and LEDs. Devices shall be readily removable for cleaning or replacing panels and re-lamping.
H. Submittals are required for all equipment anchors, supports, restraints and detectors.
Submittals shall include weight, dimensions, center of gravity, standard connections, calculations, manufacturer's recommendations, behavior problems (vibration, thermal, expansion, etc.,) so that design can be properly reviewed.
I. Provide an Earthquake Detection device in machine room to activate “GO SLOW ELEVATORS” operation. The following are references:
1. Emergency Service:
a. Earthquake emergency operation Section 304(d)
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b. Title 8, Industrial Relations, Division 01
c. Department of Industrial Relations, Chapter 4
d. Division of Industrial Safety, Sub Chapter 6, Elevator Safety Order
2.13 WORKMAN’S LIGHTS AND OUTLETS
A. Provide duplex GFCI protected type receptacles and lamp, with guards on top of elevator car and beneath platform.
B. The receptacles shall be in accordance with Fed. Spec. W-C-596 for Type D7, 2- pole, 3-wire grounded type rated for 15 amperes and 125 volts.
2.14 CAR LEVELING DEVICE
A. Car shall be equipped with a two-way leveling device to automatically bring the car to within 3 mm (1/8 in.) of exact level with the landing for which a stop is initiated regardless of load in car or direction.
B. If the car stops short or travels beyond the floor, the leveling device, within its zone shall automatically correct this condition and maintain the car within 3 mm (1/8 in.) of level with the floor landing regardless of the load carried.
C. Provide encoded steel tape, steel tape with magnets or steel vanes with magnetic switches. Submit design for approval.
2.15 EMERGENCY STOP SWITCHES
A. Provide an emergency stop switch for each top-of-car device, pit, machine spaces, service panel and firefighters’ control panel inside the elevator. Mount stop switches in the pit adjacent to pit access door, at top of the pit ladder 1220 mm (48 in.) above the bottom landing sill and 1220 mm (48 in.) above the pit floor adjacent to the pit ladder.
B. Each stop switch shall be red in color and shall have "STOP" and "RUN" positions legibly and indelibly identified.
2.16 MAIN CAR OPERATING PANEL
A. Locate the main car operating panel in the car enclosure on the front return panel for passenger/service elevators and the front of the side wall for freight elevators. The top floor car call push button shall not be more than 1220 mm (48 in.) above the finished floor. Car call push buttons and indicator lights shall be round with a minimum diameter of 25 mm (1 in.), LED white light illuminated.
B. One piece front faceplate, with edges beveled 15 degrees, shall have the firefighters’ service panel recessed into the upper section and the service operation panel recessed into the lower section, fitted with hinged doors. Doors shall have concealed hinges, be in the same front plane as the faceplate and fitted with cylinder type key operated locks. Secure the faceplate with stainless steel tamperproof screws.
C. All terminology on the main car operating panel shall be raised or engraved. Use 6 mm (1/4 in.) letters to identify all devices in upper section of the main car operating panel. The handicapped markings with contrasting background shall be recessed .030 inch in the faceplate, square or rectangular in shape, with the finished face of the 12 mm (1/2 in.) numerals and markings flush with the faceplates. Surface mounted plates are not acceptable.
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D. The upper section shall contain the following items in order listed from top to bottom:
1. Engrave elevator number, 25 mm (1 in.) high with black paint for contrast.
2. Engrave capacity plate information with black paint for contrast with freight loading class and number of passengers allowed.
3. Emergency car lighting system consisting of a rechargeable battery, charger, controls, and LED illuminated light fixture. The system shall automatically provide emergency light in the car upon failure or interruption of the normal car lighting service, and function irrespective of the position of the light control switch in the car. The system shall be capable of maintaining a minimum illumination of 1.0 foot-candle when measured 1220 mm (48 in.)above the car floor and approximately 305 mm (12 in.) in front of the car operating panel, for not less than four (4) hours.
4. LED illuminated digital car position indicator with direction arrows. Digital display floor numbers and direction arrows shall be a minimum of 50mm (2 in.) high.
5. Firefighters’ Emergency Operation Panel shall conform to the requirements of ASME A17.1 Section 2.27. Firefighters’ Panel shall be 1676 mm (66 in.) minimum to 1830 mm (72 in.) maximum to the top of the panel above finished floor.
6. Firefighters’ Emergency Indicator Light shall be round with a minimum diameter of 25 mm (1 in.).
7. Independent Service switch, see Section 2.30 for detailed description.
8. Provide a Door Hold button on the faceplate next to the independent service key switch. It shall have “DOOR HOLD” indelibly marked on the button.
Button shall light when activated. When activated, the door shall stay open for a maximum of one minute. To override door hold timer, push a car call button or door close button. Door Hold button is not ADA required and Braille is not needed.
9. Complete set of round car call push buttons, minimum diameter of 25 mm (1 in.), and LED white light illuminated, corresponding to the floors served. Car call buttons shall be legibly and indelibly identified by a floor number and/or letter not less than 12mm (1/2 in.) high in the face of the call button. Stack buttons in a single vertical column for low rise buildings up to six floors with front openings only.
10. Door Open and Door Close buttons shall be located below the car call buttons. They shall have “OPEN” and “CLOSE” legibly and indelibly identified by letters in the face of the respective button. The Door Open button shall be located closest to the door jamb as required by ADA.
11. Red Emergency Alarm button that shall be located below the car operating buttons. Mount the emergency alarm button not lower than 890 mm (35 in.) above the finished floor. It shall be connected to audible signaling devices as required by A17.1 Rule 2.27.1.2. Provide audible signaling devices including the necessary wiring.
12. Emergency Help push button shall activate two way communications by Auto Dial telephone system as required by ASME A17.1 Rule 2.27.1.1.3. Help button shall be LED white light illuminated and flash when call is acknowledged. Legibly and indelibly label the button “HELP” in the face of the button with 12 mm (1/2 in.) high letters.
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13. Provide a corresponding Braille plate on the left side of each button. The handicapped markings with contrasting background shall be recessed .030 inch in the faceplate, square or rectangular in shape, with the finished face of the 12 mm (1/2 in.) numerals and markings flush with the faceplates. Surface mounted plates are not acceptable.
E. The service operation panel, in the lower section shall contain the following items:
1. Light switch labeled “LIGHTS” for controlling interior car lighting with its two positions marked “ON” and “OFF”.
2. Inspection switch that will disconnect normal operation and activate hoistway access switches at terminal landings. Switch shall be labeled “INSPECTION” with its two positions marked “ON” and “OFF”.
3. Three position switch labeled “FAN” with its positions marked “HIGH”, “LOW” and “OFF” for controlling car ventilating blower.
4. Two position, spring return, toggle switch or push button to test the emergency light and alarm device. It shall be labeled “TEST EMERGENCY LIGHT AND ALARM”.
2.17 AUTO DIAL TELEPHONE SYSTEM
A. Furnish and install a complete ADA compliant intercommunication system.
B. Provide a two-way communication device in the car with automatic dialing, tracking and recall features with shielded wiring to car controller in machine room. Provide dialer with automatic rollover capability with minimum two numbers.
C. “HELP” button shall illuminate and flash when call is acknowledged. Button shall match floor push button design.
D. Provide “HELP” button tactile symbol engraved signage and Braille adjacent to button mounted integral with car operating panels.
E. The auto dial system shall be located in the auxiliary car operating panel. The speaker and unit shall be mounted on the backside of the perforated stainless steel plate cover.
F. Each elevator shall have an individual phone number.
G. If the operator ends the call, the phone shall be able to redial immediately.
2.18 CORRIDOR OPERATING DEVICE FACEPLATES
A. Fabricate faceplates for elevator operating and signal devices from not less than 3 mm (1/8 in.) thick flat stainless steel with all edges beveled 15 degrees. Install all faceplates flush with surface on which they are mounted.
B. Corridor push button faceplates shall be at least 127 mm (5 in.) wide by 305 mm (12 in.) high. The centerline of the landing push buttons shall be 1067 mm (42 in.) above the corridor floor.
C. Elevator Corridor Call Station Pictograph shall be engraved in the faceplate.
D. Fasten all car and corridor operating device and signal device faceplates with stainless steel tamperproof screws.
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E. Design corridor push button faceplates so that pressure on push buttons shall be independent of pressure on push button contacts.
F. Engraved legends in faceplates shall have lettering 6 mm (1/4 in.) high filled with black paint.
G. Provide a corresponding Braille plate on the left side of each button. The handicapped markings with contrasting background shall be recessed .030 inch in the faceplate, square or rectangular in shape, with the finished face of the 12 mm (1/2 in.) numerals and markings flush with the faceplates. Surface mounted plates are not acceptable.
PART 3 EXECUTION
3.01 EXAMINATION
A. Field measure and examine substrates, supports, and other conditions under which elevator work is to be performed.
B. Do not proceed with work until unsatisfactory conditions are corrected.
C. Prior to start of Work, verify hoist-way is in accordance with shop drawings.
Dimensional tolerance of hoist-way from shop drawings: -0 inches +2 inches. Do not begin work of this section until dimensions are within tolerances.
D. Prior to start of Work, verify projections greater then 2 inches (4 inches if ASME A17.1/CSA B44 2000 applies) must be beveled not less then 75 degrees from horizontal.
E. Prior to start of Work, verify landings have been prepared for entrance sill installation.
Traditional sill angle or concrete sill support shall not be required.
F. Prior to start of Work, verify elevator pit has been constructed in accordance with requirements, is dry and reinforced to sustain vertical forces, as indicated in approved submittal. Verify that sumps or sump pumps located within pit will not interfere with installed elevator equipment.
G. Prior to start of Work, verify control space has been constructed in accordance with requirements, with access coordinated with elevator shop drawings, including Sleeves and penetrations.
H. Verify installation of GFCI protected 15-amp in pit and adjacent to each signal control cabinet in control space.
I. Before fabrication, take necessary job site measurements, and verify where work is governed by other trades. Check measurement of space for equipment, and means of access for installation and operation. Obtain dimensions from site for preparation of shop drawings.
J. Ensure the following preparatory work, provided under other sections of the specification has been provided. If the Elevator Contractor requires changes in size or location of trolley beams, or their supports, trap doors, etc., to accomplish their work, he must make arrangements, subject to approval of the Owner and include cost in their bid. Where applicable, locate controller near and visible to its respective hydraulic pump unit. Work required prior to the completion of the elevator installation:
1. Supply of electric feeder wires to the terminals of the elevator control panel, including circuit breaker.
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2. Provide light and GFCI outlets in the elevator pit and machine room.
3. Furnish electric power for testing and adjusting elevator equipment.
4. Furnish circuit breaker panel in machine room for car and hoistway lights and receptacles.
5. Supply power for cab lighting and ventilation from an emergency power panel specified in Division 26, ELECTRICAL.
6. Machine room enclosed and protected from moisture, with self-closing, selflocking door and access stairs.
7. Provide fire extinguisher in machine room.
K. Supply for installation, inserts, anchors, bearing plates, brackets, supports and bracing including all setting templates and diagrams for placement.
L. Operating Devices
1 Provide one riser of landing call buttons located as shown on contract drawings.
2. Fixtures for intermediate landings shall contain "UP" and "DOWN" buttons.
Fixtures for terminal landings shall contain a single "UP" or "DOWN" button.
3. Each button shall contain an integral registration LED white light which shall illuminate upon registration of a call and shall extinguish when that call is answered.
4. The direction of each button shall be legibly and indelibly identified by arrows not less than 12 mm (1/2 in.) high in the face of each button.
5. Two or more risers of landing call buttons, if specified, shall be crossconnected so that either "UP" or "DOWN" buttons at a floor shall be capable of registering a call to that floor for the entire elevator group. Registration of a landing call shall illuminate "UP" or "DOWN" buttons simultaneously, and upon satisfaction of that call, both buttons shall be extinguished simultaneously.
6. Landing push buttons shall not re-open the doors while the car and hoistway doors are closing at that floor, the call shall be registered for the next available elevator. Calls registered shall be canceled if closing doors are reopened by means of "DOOR OPEN" button or infrared curtain unit.
M. Lantern/Position Indicator
1. Provide each car with combination corridor lantern/position indicator digital display mounted over the hoistway entrances at each and every floor.
Provide each terminal landing with "UP" or "DOWN", minimum 64 mm (2 1/2 in.) high digital arrow lanterns and each intermediate landing with "UP" and "DOWN" digital arrow lanterns. Each lens shall be LED illuminated of proper intensity, so shielded to illuminate individual lens only. The lenses in each lantern shall be illuminated green to indicate "UP" travel and red to indicate "DOWN" travel. Lanterns shall signal in advance of car arrival at the landing indicating the direction of travel whether or not corridor button has been operated at that floor. Hall calls shall receive immediate assignment to individual cars and hall lantern shall sound and illuminate. Corridor lanterns shall not be illuminated when a car passes a floor without stopping. Each
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lantern shall be equipped with a clearly audible electronic chime which shall sound once for "UPWARD" bound car and twice for "DOWNWARD" bound car. Audible signal shall not sound when a car passes the floor without stopping. Provide adjustable sound level on audible signal. Car riding lanterns are not acceptable.
2. Provide alpha-numeric digital position indicators directly over hoistway landing entranceways between the arrival lanterns at each and every floor.
Indicator faceplate shall be stainless steel. Numerals shall be not less than 50 mm (2 in.) high with direction arrows. Cover plates shall be readily removable for re-lamping. The appropriate direction arrow shall be illuminated during entire travel of car in corresponding direction.
3. Provide LED illumination in each compartment to indicate the position and direction the car is traveling by illuminating the proper alpha-numeric symbol.
When the car is standing at a landing without direction established, arrows shall not be illuminated.
3.02 PREPARATION
A. Coordinate installation of anchors, bearing plates, brackets and other related accessories.
3.03 INSTALLATION
A. Perform work with competent Certified Elevator Mechanics and Apprentices skilled in this work and under the direct supervision of the Elevator Contractor’s experienced foreman.
B. Set hoistway entrances in alignment with car openings, and true with plumb sill lines.
C. Erect hoistway sills, headers and frames prior to erection of rough walls and doors.
Erect fascias and toe guards after rough walls are finished.
D. Install machinery, guides, controls, car and all equipment and accessories in accordance with manufacturer's instructions, applicable codes and standards.
E. Isolate and dampen machine vibration with properly sized sound-reducing antivibration pads.
F. Grout sills and hoistway entrance frames.
3.04 CONSTRUCTION
A. Interface with Other Work:
1. Guide rail brackets attached to steel shall be installed prior to application of fireproofing.
2. Coordinate construction of entrance walls with installation of door frames and sills. Maintain front wall opening until elevator equipment has been installed. a. Ensure adequate support for entrance attachment points at all landings.
b. Coordinate wall openings for hall push buttons, signal fixtures and sleeves. Each elevator requires sleeves within the hoistway wall.
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c. Coordinate emergency power transfer switch and power change pending signals as required for termination at the primary elevator signal control cabinet in each group.
d. Coordinate interface of elevators and fire alarm system. e. Coordinate interface of dedicated telephone line.
f. Coordination installation of pit ladder.
g. Coordination installation of Shut Trip by electrical contractor.
3.05 WORKMANSHIP AND PROTECTION
A. Installations shall be performed by Certified Elevator Mechanics and Apprentices to best possible industry standards. Details of the installation shall be mechanically and electrically correct. Materials and equipment shall be new and without imperfections.
B. Recesses, cutouts, slots, holes, patching, grouting, refinishing to accommodate installation of equipment shall be included in the Contractor's work. All new holes in concrete shall be core drilled.
C. Structural members shall not be cut or altered. Work in place that is damaged or defaced shall be restored equal to original condition.
D. Finished work shall be straight, plumb, level, and square with smooth surfaces and lines. All machinery and equipment shall be protected against dirt, water, or mechanical injury. At final completion, all work shall be thoroughly cleaned and delivered in perfect unblemished condition.
E. Sleeves for conduit and other small holes shall project 50 mm (2 in.) above concrete slabs.
F. Exposed gears, sprockets, and sheaves shall be guarded from accidental contact in accordance with ASME A17.1 Section 2.10.
3.06 TESTING AND INSPECTIONS
A. Perform recommended and required testing in accordance with authority having jurisdiction. Perform adjustments and modifications required by the authority having justification without and additional Cost to Owner weather or not specified or defined by the construction documents. This project (elevator, hoist way and elevator lobbies) shall be bid and constructed to meet all Federal, State and Local laws and regulatory requirements and technical requirements for this type of elevator regardless of items specified or defined in the drawings, including all electrical, mechanical, plumbing, fire protection and special systems. This shall include supports for elevator, guide rails, hoist beams, machine supports and elevator shaft construction.
B. Pre-test the elevators and related equipment in the presence of the Owner or his authorized representative for proper operation before requesting final inspection.
Conduct final inspection at other than normal working hours, if required by Owner.
1. Procedure outlined in the Inspectors Manual for Hydraulic Elevators, ASME A17.2 shall apply.
a. Final test shall be conducted in the presence of and witnessed by an ASME QEI-1 Certified Elevator Inspector.
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2. Contractor shall furnish the following test instruments and materials on-site and at the designated time of inspection: properly marked test weights, oil pressure gauge, voltmeter, amp probe, thermometers, direct reading tachometer, megohm meter, vibration meter, sound meter, light meter, stop watch, and a means of two-way communication.
3. If during the inspection process the Inspector determines the need, the following instruments shall be available within a four-hour period: Megohm meter, vibration meter, sound meter, and a light meter.
C. Inspection of workmanship, equipment furnished, and installation for compliance with specification.
D. Full-Load Run Test: Elevators shall be tested for a period of one hour continuous run with full contract load in the car. The test run shall consist of the elevator stopping at all floors, in either direction of travel, for not less than five or more than ten seconds per floor.
E. Speed Test: The actual speed of the elevator shall be determined in both directions of travel with full contract load and no load in the elevator. Speed shall be determined by certified tachometer. The actual measured speed of the elevator with all loads in either direction shall be within five (5) percent of specified rated speed. Full speed runs shall be quiet and free from vibration and sway.
F. Temperature Rise Test: The temperature rise of the pump motor shall be determined during the full load test run. temperatures shall be measured by the use of thermometers. Under these conditions, the temperature rise of the equipment shall not exceed 50 degrees Centigrade above ambient temperature. Test shall start when all machine room equipment is within 5 degrees Centigrade of the ambient temperature. Other tests for heat runs on motors shall be performed as prescribed by the Institute of Electrical and Electronic Engineers.
G. Car Leveling Test: Elevator car leveling devices shall be tested for accuracy of leveling at all floors with no load in car and with contract load in car in both directions of travel. Accuracy of floor level shall be within plus or minus 3 mm (1/8 in.) of level with any landing floor for which the stop has been initiated regardless of load in car or direction of travel. The car leveling device shall automatically correct over travel as well as under travel and shall maintain the car floor within plus or minus 3 mm (1/8 in.) of level with the landing floor regardless of change in load.
H. Insulation Resistance Test: The elevator's complete wiring system shall be free from short circuits and ground faults and the insulation resistance of the system shall be determined by use of megohm meter, at the discretion of the Elevator Inspector conducting the test.
I. Safety Devices Tests: Safety devices shall be tested as required by ASME A17.1 Section 8.10.
J. Overload Devices: Test all overload current protection devices in the system at final inspection.
K. Limit Stops:
1. The position of the car when stopped by each of the normal limit stops with no load and with contract load in the car shall be accurately measured.
2. Final position of the elevator relative to the terminal landings shall be determined when the elevator has been stopped by the final limits. The lower limit stop shall be made with contract load in the elevator. Elevator shall be
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operated at inspection speed for both tests. Normal limit stopping devices shall be inoperative for the tests.
L. Setting of Car Door Contacts: The position of the car door at which the elevator may be started shall be measured. The distance from full closure shall not exceed that required by ASME A17.1. The test shall be made with the hoistway doors closed or the hoistway door contact inoperative.
M. Setting of Interlocks: The position of the hoistway door at which the elevator may be started shall be measured and shall not exceed ASME A17.1 requirements.
N. Operating and Signal System: The elevator shall be operated by the operating devices provided and the operation signals and automatic floor leveling shall function in accordance with requirements specified. Starting, stopping and leveling shall be smooth and comfortable without appreciable steps of acceleration or deceleration.
O. Performance of the Elevator supervisory system shall be witnessed and approved by the representative of the Owner.
P. Evidence of malfunction in any tested system or parts of equipment that occurs during the testing shall be corrected, repaired, or replaced at no additional cost to the Owner, and the test repeated.
Q. If equipment fails test requirements and a re-inspection is required, the Contractor shall be responsible for the cost of re-inspection; salaries, transportation expenses, and per-diem expenses incurred by the representative of the Owner.
3.07 DEMONSTRATION
A. Prior to substantial completion, instruct Owner’s Representative on the proper function and required daily maintenance of elevators. Instruct personnel on emergency procedures.
3.08 INSTRUCTION OF PERSONNEL
A. Provide competent instruction to the Owner regarding the operation of equipment and accessories installed under this contract, for a period equal to one eight hour work day. Instruction shall commence after completion of all work and at the time and place directed by the Owner.
B. Written instructions in triplicate relative to care, adjustments and operation of all equipment and accessories shall be furnished and delivered to the Owner in independently bound folders. DVD recordings will also be acceptable. Written instructions shall include correct and legible wiring diagrams, nomenclature sheet of all electrical apparatus including location of each device, complete and comprehensive sequence of operation, complete replacement parts list with descriptive literature, and identification and diagrammatic cuts of equipment and parts. Information shall also include electrical operation characteristics of all circuits, relays, timers, and electronic devices, as well as R.P.M. values and related characteristics for all rotating equipment.
C. Provide supplementary instruction for any new equipment that may become necessary because of changes, modifications or replacement of equipment or operation under requirements of paragraph entitled "Warranty of Construction".
END OF SECTION
SECTION 21 05 11 COMMON WORK RESULTS FOR FIRE SUPPRESSION COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 11 - 1 of 5 PART 1 GENERAL
1.01 DESCRIPTION
A. Definitions:
1. Exposed: Piping and equipment exposed to view in finished rooms.
2. Option or optional: Contractor's choice of an alternate material or method.
1.02 RELATED WORK
A. All Related Documents and Sections: Contractor to examine Contract Documents for requirements that directly affect or are affected by Work of this Section. Those Documents and Sections include, but is not limited to, the following:
1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 General Requirements, apply to this Section.
2. All Specification Sections listed in the Table of Contents.
1.03 QUALITY ASSURANCE
A. Products Criteria:
1. Standard Products: Material and equipment shall be the standard products of a manufacturer regularly engaged in the manufacture of the products for at least 3 years. See other specification sections for any exceptions.
2. Equipment Service: Products shall be supported by a service organization which maintains a complete inventory of repair parts and is located reasonably close to the site.
3. Multiple Units: When two or more units of materials or equipment of the same type or class are required, these units shall be products of one manufacturer.
4. Assembled Units: Manufacturers of equipment assemblies, which use components made by others, assume complete responsibility for the final assembled product.
5. Nameplates: Nameplate bearing manufacturer's name or identifiable trademark shall be securely affixed in a conspicuous place on equipment, or name or trademark cast integrally with equipment, stamped or otherwise permanently marked on each item of equipment.
6. Asbestos products or equipment or materials containing asbestos shall not be used.
B. Manufacturer's Recommendations: Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Owner prior to installation. Installation of the item will not be allowed to proceed until
SECTION 21 05 11 COMMON WORK RESULTS FOR FIRE SUPPRESSION COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 11 - 2 of 5 the recommendations are received. Failure to furnish these recommendations can be cause for rejection of the material.
C. Guaranty: Warranty of Construction, according to Division 01 requirements.
D. Supports for sprinkler piping shall be in conformance with NFPA 13 and section 13 05 41.
1.04 SUBMITTALS
A. Submit in accordance with Division 01, Submittals, Shop Drawings Product Data and Samples.
B. Manufacturer's Literature and Data:
1. Equipment and materials identification.
2. Fire-stopping materials.
3. Hangers, inserts, supports and bracing. Provide load calculations for variable spring and constant support hangers.
4. Wall, floor, and ceiling plates.
C. Coordination Drawings: Provide detailed layout drawings of all piping systems. Provide details of the following.
1. Sprinkler head layout.
2. Hangers, inserts, supports, and bracing.
3. Pipe sleeves.
4. Penetrations of floors, walls, or ceilings.
D. Maintenance Data and Operating Instructions:
1. Maintenance and operating manuals in accordance with Division 01, OPERATING AND MAINTENANCE MANUALS, for systems and equipment.
2. Provide a listing of recommended replacement parts for keeping in stock supply, including sources of supply, for equipment.
1.05 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):
A36/A36M-2001 ............ Carbon Structural Steel
A53/A53M .................... Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless
A575-96 ......................... Steel Bars, Carbon, Merchant Quality, M-Grades R (2002)
SECTION 21 05 11 COMMON WORK RESULTS FOR FIRE SUPPRESSION COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 11 - 3 of 5 E84-2003 ....................... Standard Test Method for Burning Characteristics of Building Materials
E119-2000 ..................... Standard Test Method for Fire Tests of Building Construction and Materials
C. National Fire Protection Association (NFPA):
13-2013 ......................... Installation of Sprinkler Systems 25-2014 ......................... Inspection, Testing and Maintenance of Water-Based Fire Protection Systems
101-2015 ....................... Life Safety Code
PART 2 PRODUCTS
2.01 EQUIPMENT AND MATERIALS IDENTIFICATION
A. Valve Tags and Lists:
1. Valve tags: Engraved black filled numbers and letters not less than 13 mm (1/2-inch) high for number designation, and not less than 6.4 mm (1/4-inch) for service designation on 19 gage 38 mm (1-1/2 inches) round brass disc, attached with brass "S" hook or brass chain.
2. Valve lists: Typed or printed plastic-coated card(s), sized 216 mm (8-1/2 inches) by 280 mm (11 inches) showing tag number, valve function and area of control, for each service or system. Punch sheets for a 3-ring notebook.
3. Provide detailed plan for each floor of the building indicating the location and valve number for each valve. Identify location of each valve with a color-coded thumb tack in ceiling.
2.02 FIRESTOPPING
A. Section 07 84 00, FIRESTOPPING specifies an effective barrier against the spread of fire, smoke and gases where penetrations occur for piping.
2.03 GALVANIZED REPAIR COMPOUND
A. Mil. Spec. DOD-P-21035B, paint form.
2.04 PIPE PENETRATIONS
A. Install sleeves during construction for other than blocked out floor openings for risers in mechanical bays.
B. To prevent accidental liquid spills from passing to a lower level, provide the following:
1. For sleeves: Extend sleeve 25 mm (one inch) above finished floor and provide sealant for watertight joint.
SECTION 21 05 11 COMMON WORK RESULTS FOR FIRE SUPPRESSION COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05 11 - 4 of 5
2. For blocked out floor openings: Provide 40 mm (1-1/2 inch) angle set in silicone adhesive around opening.
3. For drilled penetrations: Provide 40 mm (1-1/2 inch) angle ring or square set in silicone adhesive around penetration.
C. Penetrations are not allowed through beams or ribs or beam flanges. Any deviation from this requirement must receive prior approval of Structural Engineer.
D. Sheet Metal, Plastic, or Moisture-resistant Fiber Sleeves: Provide for pipe passing through floors, interior walls, and partitions, unless brass or steel pipe sleeves are specifically called for below.
E. Sleeves are not required for wall hydrants for fire department connections or in drywall construction.
F. Sleeve Clearance: Sleeve through floors, walls, partitions, and beam flanges shall be one inch greater in diameter than external diameter of pipe. Sleeve for pipe with insulation shall be large enough to accommodate the insulation. Interior openings shall be caulked tight with fire stopping material and sealant to prevent the spread of fire, smoke, and gases.
G. Sealant and Adhesives: Shall be as specified in Section 07 90 00, JOINT SEALER.
2.05 WALL, FLOOR AND CEILING PLATES
A. Material and Type: Chrome plated brass or chrome plated steel, one piece or split type with concealed hinge, with set screw for fastening to pipe, or sleeve. Use plates that fit tight around pipes, cover openings around pipes and cover the entire pipe sleeve projection.
B. Thickness: Not less than 2.4 mm (3/32-inch) for floor plates. For wall and ceiling plates, not less than 0.64 mm (0.025-inch) for up to 80 mm (3-inch pipe), 0.89 mm (0.035-inch) for larger pipe.
C. Locations: Use where pipe penetrates floors, walls and ceilings in exposed locations, in finished areas only. Provide a watertight joint in spaces where brass or steel pipe sleeves are specified.
PART 3 EXECUTION
3.01 INSTALLATION
A. Coordinate location of piping, sleeves, inserts, hangers, and equipment. Locate piping, sleeves, inserts, hangers, and equipment clear of windows, doors, openings, light outlets, and other services and utilities. Follow manufacturer's published recommendations for installation methods not otherwise specified.
B. Protection and Cleaning:
1. Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations and as approved by the