Item 06 2024-01472 Contract Award and Budgetary Adjustment - Winn Park Tenant Improvement (C15001800) — Sacramento City Council, August 27, 2024 (part 2 of 3)

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1. Where emergency exit devices are required on fire -rated doors, (with supplementary marking on doors' UL labels indicating "Fire Door to be Equipped with Fire Exit Hardware") provide UL label on exit devices indicating "Fire Exit Hardware".

E. Exit Doors: Operable from inside with single motion without the use of a key or special knowledge or effort.

F. Product packaging to be labelled in compliance with CA Prop 65, Safe Drinking Water and Toxic Enforcement Act of 1986.

1.6 DELIVERY, STORAGE AND HANDLING
A. Coordinate delivery of packaged hardware items to the appropriate locations (shop or field) for installation.

B. Hardware items shall be individually packaged in manufacturers’ original containers, complete with proper fasteners. Clearly m ark packages on outside to indicate contents and locations in hardware schedule and in work.

C. Provide locked storage area for hardware, protect from moisture, sunlight, paint, chemicals, etc.

D. Contractor to inventory door hardware jointly with representativ es of hardware supplier and hardware installer until each all are satisfied that count is correct.

1.7 WARRANTY
A. Provide warranties of respective manufacturers’ regular terms of sale from day of final acceptance as follows:

1. Locksets: Three (3) years.

2. Exit devices: Three (3) years.

3. Closers: Thirty (30) years.

4. Automatic Operators: Two (2) years.

5. Electronic: One (1) year.

6. All other hardware: Two (2) years.

1.8 MAINTENANCE
A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware.

1.9 PRE-INSTALLATION CONFERENCE
A. Convene a pre-installation conference at least one week prior to beginning work of this section.

B. Attendance: Arc hitect, Construction Manager, Contractor, Security Contractor, Hardware Supplier, Installer, Key Owner’s Personnel, and Project Inspector.

C. Agenda: Review hardware schedule, products, installation procedures and coordination required with related work. Review Owner's keying standards.

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PART 2 - PRODUCTS

2.1 MANUFACTURERS
Item Manufacturer Acceptable Substitutes
Hinges Ives Hager, Stanley, McKinney
Locks, Latches & Cylinders Schlage Or Approved Equal
Exit Devices Von Duprin Or Approved Equal
Closers LCN Or Approved Equal
Push, Pulls & Protection Plates Ives Trimco, BBW, DCI
Flush Bolts Ives Trimco, BBW, DCI
Coordinators Ives Trimco, BBW, DCI
Door Stops Ives Trimco, BBW, DCI
Overhead Stops Glynn-Johnson Or Approved Equal
Thresholds Zero Pemko, National Guard
Seals & Bottoms Zero Pemko, National Guard

2.2 MATERIALS
A. Hinges:

1. Provide hinges conforming to ANSI/BHMA A156.1.

2. Hinges shall be sized in accordance with the following:
a. Height:
1) Doors up to 42" wide: 4-1/2 inches.
2) Doors 43" to 48" wide: 5 inches.
b. Width: Sufficient to clear frame and trim when door swings 180 degrees. c. Number of Hinges: Provide 3 hinges per leaf to 7' -5" in height. Add one for each additional 2 feet in height.

3. Exterior out-swinging hinges shall be non -ferrous material and shall have stainless steel hinge pins. All doors to have non-rising pins.

4. Furnish non -removable pins (NRP) at all exterior out -swing doors and interior key lock doors with reverse bevels.

5. Provide hinges with electrified options as scheduled in the hardware sets. Provide with sufficient number and wire gage to accommodate electric function of specified hardware.

Locate electric hinge at second hinge from bottom or nearest to electrified locking component.

B. Heavy Duty Mortise Locks and Latches: Schlage “L” Series as scheduled with “06” style lever and “A” style rose.

1. Provide mortise locks conforming to ANSI/BHMA A156.13 Series 1000, Grade 1, and UL Listed for 3 hour fire doors.

2. Provide locks manufactured from heavy gauge steel, containing components of steel with a zinc dichromate plating for corrosion resistance.

3. Provide lock case that is multi -function and field reversible for handing without opening case.

4. Provide locks with standard 2 -3/4” backset with full 3/4” throw stainless steel mechanical anti-friction latchbolt. Provide deadbolt with full 1” throw, constructed of stainless steel.

5. Provide standard ASA strikes unless extended lip strikes are necessary to protect trim.

6. Cylinders: Refer to “KEYING” article, herein.

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7. Indicators: Where specified, provide indicator above cylinder or eme rgency release for visibility while operating the lock that identifies an occupied/unoccupied status of the lock or latch.

8. Lever Trim: Solid brass, bronze, or stainless steel, cast or forged in design specified, with wrought roses and external lever spring cages. Provide thru -bolted levers with 2 -piece spindles.

9. Provide levers with vandal resistant technology as scheduled for use at abusive applications.

10. Provide electrified options as scheduled in the hardware sets. Where scheduled, provide switches and sensors integrated into the locks and latches. a. 12 or 24 volt DC auto-detecting operating capability. b. Selectable EL (fail safe) or EU (fail secure) operating mode via switch on chassis. c. 0.23A (230mA) maximum current draw.
d. 0.01A (10mA) holding current.
e. Modular request to exit (RX) switch.

C. Exit devices: Von Duprin as scheduled.

1. Provide exit devices tested to ANSI/BHMA A156.3 Grade 1 and UL listed for Panic Exit or Fire Exit Hardware.

2. Provide certificate by independent testing laboratory that device has completed over 1,000,000 cycles and can still meet ANSI/BHMA A156.3 standards.

3. Provide touchpad type exit devices, fabricated of brass, bronze, stainless steel, or aluminum, plated to standard architectural finishes to match balance of door hardware.

4. Provide exit devices cut to door width and height. Touchpad must extend a minimum of one half of door width. No plastic inserts are allowed in touchpads.

5. Mount mechanism case flush on face of doors, or provide spacers to fill gaps behind devices. Where glass trim or molding projects off face of door, provide glass bead kits.

6. Provide flush end caps for exit devices.

7. Exit devices shall comply with CBC Section 11B -404.2.7 and shall be mounted between 34" and 44" above the finished floor surface.

8. Provide exit devic es UL certified to meet 5 lbs. maximum unlatching force requirements according to the CBC Section 11B-309.4.

9. Cylinders: Refer to “KEYING” article, herein.

10. Provide cylinder or hex-key dogging as specified at non fire-rated openings.

11. Provide factory drilled weep holes for exit devices used in full exterior application, highly corrosive areas, and where noted in hardware sets.

12. Provide exit devices with deadlatching feature for security and for future addition of alarm kits and/or other electrified requirements.

13. Provide exit devices with optional trim designs to match other lever and pull designs used on the project.

14. Provide exit devices with manufacturer’s approved strikes.

15. Provide electrified options as scheduled.

D. Closers: LCN as scheduled.

1. Provide door closers conforming to ANSI/BHMA A156.4 Grade 1 requirements by BHMA certified independent testing laboratory. ISO 9000 certify closers. Stamp units with date of manufacture code.

2. Provide door closers with fully hydraulic, full rack and pinion action with high s trength cast iron cylinder, and full complement bearings at shaft.

3. Provide certificate by independent testing laboratory that door closers have completed over 10,000,000 cycles and can still meet ANSI/BHMA A156.4 standards.

4. Cylinder Body: 1-1/2” diameter with 3/4” diameter double heat-treated pinion journal.

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5. Hydraulic Fluid: Fireproof, passing requirements of UL10C, and requiring no seasonal closer adjustment for temperatures ranging from 120° F to -30° F.

6. Spring Power: Continuously adjustable over full ra nge of closer sizes, and providing reduced opening force as required by accessibility codes and standards.

7. Hydraulic Regulation: By tamper -proof, non-critical valves, with separate adjustment for latch speed, general speed, and backcheck.

8. Provide closers with solid forged steel main arms and factory assembled heavy-duty forged forearms for parallel arm closers.

9. Pressure Relief Valve (PRV) Technology: Not permitted.

10. Provide door closers powder coated to match balance of door hardware. Powder coating finish shall be certified to exceed 100 hours salt spray testing as described in ANSI/BHMA A156.4 and ASTM B117.

11. Provide special rust inhibitor (SRI) in highly corrosive areas, and where noted in hardware sets.

12. Provide special templates, drop plates, mounting brackets, or adapters for arms as required for details, overhead stops, and other door hardware items interfering with closer mounting.

E. Electro Mechanical Automatic Operators: LCN Senior Swing as scheduled.

1. Provide low energy automatic operator units that are electro-mechanical design complying with ANSI/BHMA A156.19.

2. Opening: Powered by DC motor working through reduction gears.

3. Closing: Spring force.

4. Manual, hydraulic, or chain drive closers: Not permitted.

5. Operation: Motor is off when door is in closing mode. Door can be manually operated with power on or off without damage to operator. Provide variable adjustments, including opening and closing speed adjustment.

6. Cover: Aluminum.

7. Provide units with manual off/auto/hold -open switch, push and go fun ction to activate power operator, vestibule interface delay, electric lock delay, hold -open delay adjustable from 2 to 30 seconds, and logic terminal to interface with accessories, mats, and sensors.

8. Provide drop plates, brackets, or adapters for arms as required to suit details.

9. Provide hard -wired motion sensors and/or actuator switches for operation as specified.

Provide weather-resistant actuators at exterior applications.

10. Provide complete assemblies of controls, switches, power supplies, relays, and parts/material recommended and approved by manufacturer of automatic operator for each individual leaf. Actuators control both doors simultaneously at pairs. Sequence operation of exterior and vestibule doors with automatic operators to allow ingress or egress through both sets of openings as directed by Architect. Locate actuators, key switches, and other controls as directed by Architect.

11. Provide caution signs as described in ANSI/BHMA A156.19.

F. Flush Bolts & Dust Proof Strikes:

1. Automatic flush bolts shall be of the low operating force design.

2. Provide top bolt only model for interior doors where applicable and as permitted by testing procedures.

3. Provide dust proof strikes at openings using bottom bolts.

4. Manual flush bolts shall only be permitted on storag e or mechanical openings, as scheduled.

G. Door Stops:

1. Unless otherwise noted in hardware sets, provide floor type with appropriate fasteners.

Where floor type cannot be used, provide overhead type.

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2. Do not install floor stops more than four (4) inches from the face of the wall or partition (CBC Section 11B-307).

3. Provide backing plate at wall framing behind wall type.

4. Overhead stops shall be made of stainless steel and non-plastic mechanisms and finished metal end caps. Field -changeable hold-open, friction a nd stop-only functions. Stop -only function shall be provided at fire-rated openings.

H. Protection Plates:

1. Provide kick, mop, and/or armor plates minimum of 0.050” thick, with four beveled edges.

Furnish with sheet metal or wood screws, finished to match plates.

2. Kick plates shall be sized 10" high and 2" less door width (LDW) at single doors and 10” high and 1” LDW at pairs or doors.

3. Provide mop and armor plates with sizes as scheduled in hardware sets.

I. Thresholds: As scheduled and per details.

1. Thresholds shall not exceed 1/2" in height, with a beveled surface of 1:2 maximum slope .

Thresholds shall comply with CBC Section 11B-404.2.5.

2. Set thresholds in a full bed of butyl -rubber or polyisobutylene mastic sealant complying with requirements in Division 07 “Thermal and Moisture Protection”.

3. Use 1/4” fasteners, red-head flat-head sleeve anchors (SS/FHSL).

J. Seals: Provide silicone gasketing at all rated and exterior doors.

1. Smoke & Draft Control Doors : Provide UL10C Classified gasketing that complies with NFPA 80 & NFPA 252 for use on “S” labeled Positive Pressure door assemblies.

K. Silencers: Furnish silencers for interior hollow metal frames, 3 for single doors, 2 for pairs of doors. Omit where sound or light seals occurs, or for fire-resistive-rated door assemblies.

2.3 KEYING
A. Furnish a Proprietary Schlage masterkey system as directed by the owner or architect. Key system to be designated and combinated by the Schlage Master Key Department even if pinned by the Authorized Key Center, Authorize d Security Center or a local authorized commercial dealer.

B. A detailed keying schedule is to be prepared by the owner and/or architect in consultation with a representative of Allegion or an Authorized Key Center or Authorized Security Center. Each keyed cylinder on every keyed lock is to be listed separately showing the door #, key group (in BHMA terminology), cylinder type, finish and location on the door.

C. Furnish all cylinders in the Schlage Full Size Interchangeable Core (FSIC) style. Pack change keys independently (PKI).

D. Furnish construction keying for doors requiring locking during construction.

E. Furnish all keys with visual key control.

1. Stamp key “Do Not Duplicate”.

2. Stamp (BHMA) key symbol on key.

3. Stamp unique owner identifier from the key bow.

F. Furnish all cylinders with visual key control.

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1. Stamp (BHMA) key symbol on side of cylinder (CKC).

G. Furnish mechanical keys as follows:

1. Furnish 2 cut change keys for each different change key code.

2. Furnish 1 uncut key blank for each change key code.

3. Furnish 6 cut masterkeys for each different masterkey set.

4. Furnish 3 uncut key blanks for each masterkey set.

5. Furnish 2 cut control keys cut to the top masterkey for permanent I/C cylinders.

6. Furnish 1 cut control key cut to each SKD combination.

H. Furnish Schlage Padlocks and the cylinders to tie them into the masterkey system for gates, storage boxes, utility valve security, roof hatches and roll-up doors keyed as directed in the keying schedule.

1. Furnish KS43F3200 padlock for use with FSIC Schlage cylinders. Furnish 23-030 (FSIC core) or 20-740 (Primus core) with above.

I. Furnish one Schlage cabinet lock for each cabinet door or drawer so designated on the drawings or keying schedule to match the masterkey system.

1. Furnish CL777R for use with FSIC Schlage cylinders.

2.4 FINISHES
A. Generally to be satin chrome US26D (626 on bronze and 652 on steel) unless otherwise noted.

B. Furnish push plates, pull plates and kick or armor plates in satin stainless steel US32D (630) unless otherwise noted.

C. Door closers shall be powder-coated to match other hardware, unless otherwise noted.

D. Aluminum items to be finished anodized aluminum except thresholds which can be furnished as standard mill finish.

2.5 FASTENERS
A. Screws for strikes, face plates and similar items shall be flat head, co untersunk type, provide machine screws for metal and standard wood screws for wood.

B. Screws for butt hinges shall be flathead, countersunk, full-thread type.

C. Fastening of closer bases or closer shoes to doors shall be by means of sex bolts and spray painted to match closer finish.

D. Provide expansion anchors for attaching hardware items to concrete or masonry.

E. All exposed fasteners shall have a phillips head.

F. Finish of exposed screws to match surface finish of hardware or other adjacent work.

G. All Exit Devices and Lock Protectors shall be fastened to the door by the means of sex bolts or through bolts.

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PART 3 - EXECUTION

3.1 INSPECTION
A. Verify that doors and frames are square and plumb and ready to receive work and dimensions are as instructed by the manufacturer.

B. Beginning of installation means acceptance of existing conditions.

C. Fire-Rated Door Assembly Inspection: Upon completion of the installation, all fire door assemblies shall be inspected to confirm proper operation of the closing device and latching device and that on ly the manufacturer’s furnished fasteners are used for installation and that it meets all criteria of a fire door assembly per NFPA 80 (Standard for Fire Doors and Other Opening Protectives). A written record shall be maintained and transmitted to the Owne r to be made available to the Authority Having Jurisdiction (AHJ). The inspection of the swinging fire doors shall be performed by a certified FDAI (Fire Door Assembly Inspector) with knowledge and understanding of the operating components of the type of door being subjected to the inspection.

The record shall list each fire door assembly throughout the project and include each door number, an itemized list of hardware set components at each door opening, and each door location in the facility.

3.2 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and requirements of DHI.

B. Use the templates provided by hardware item manufacturer.

C. Mounting heights for hardware shall be as recommended by DHI. Operating hardware shall be located between 34" and 44" above finish floor to comply with CBC Section 11B-404.2.7.

D. Door Closers:

1. Place door closers inside building, stairs, room s, etc. Closers shall be installed to permit doors to swing 180 degrees or maximum allowable by conditions.

2. Maximum effort to operate closers shall not exceed 5 lbs., such pull or push effort being applied at right angles to hinged doors.

3. When fire doors are required, the maximum effort to operate the closer may be increased but shall not exceed 15 lbs. when specifically approved by fire marshal.

4. All closers shall be adjusted to operate with the minimum amount of opening force and still close and latch the door. These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position.

5. Compensating devices or automatic door operators may be utilized to meet the above standards.

6. Per CBC Section 11B-404.2.8.1, doors shall take minimum of 5 seconds to move from an open position of 90 degrees to 12 degrees to the latch jamb.

E. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation.

F. Drill and countersink units that are not factory-prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards.

G. Set thresholds for exterior doors in full bed of butyl-rubber sealant.

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H. If hand of door is changed during construction, make necessary changes in hardware at no additional cost.

I. Electronic Hardware:

1. Hardware Installer shall coordinate with security contractor to route cable to connect electrified locks, panic hardware and fire exit hardware to power transfers or electric hinges at the time these items are installed so as to avoid d isassembly and reinstallation of hardware.

2. Hardware Installer shall also be present with the security contractor when the power is turned on for the testing of the electronic hardware applications. Installer shall make adjustments to solenoids, latches, v ertical rods and closers to insure proper and secure operation.

3. All wiring for electro-mechanical hardware mounted on the door shall be connected through the power transfer and terminated in the interface junction box specified for in the Electrical Section.

4. Conductors shall be minimum 18 gage stranded, multicolored. A minimum 12 in. loop of conductors shall be coiled in the interface junction box. Each conductor shall be permanently marked with its function.

5. If a power supply is specified in the har dware sets, all conductors shall be terminated in the power supply. Make all connections required for proper operation between the power supply and the electro -mechanical hardware. Provide the proper size conductors as specified in the manufacturer’s technical documentation.

3.3 ADJUST AND CLEAN
A. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made.

B. Clean adjacent surface soiled by hardware installation.

C. Final Adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy, return to that work area and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment.

D. Instruct Owner's Personnel in proper adjustment and maintenance of hardware finishes, during the final adjustment of hardware.

E. Continued Maintenance Service: Approximately six months after the completion of the project, the Contractor accompanied by the Architectural Hardware Consultant, shall return to the project and re-adjust every item of hardware to restore proper functions of doors and hardware. Consult with and instruct Owner's personnel in recommended additions to the maintenance procedures.

Replace hardware items which have deteriorated or failed due to faulty design, materials or installation of hardware units. Prepare a written report of current and predictable problems (of substantial nature) in the performance of the hardware.

3.4 HARDWARE LOCATIONS
A. Conform to CCR, Title 24, Part 2; and ADA Standards; and the drawings for access -compliant positioning requirements for the disabled.

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3.5 FIELD QUALITY CONTROL
A. Contractor is responsible for providing the services of an Architectural Hardware Consultant (AHC) or a proprietary product technician to inspect installation and certify that hardware and its installation have been furnished and installed in accordance with manufacturers’ instructions and as specified herein.

3.6 HARDWARE SCHEDULE
A. The items listed in the following schedule shall conform to the requirements of the foregoing specifications.

B. While the hardware schedule is intended to cover all doors, and other movable parts of the building, and establish type and standard of quality, the contractor is responsible for examining the Plans and Specifi cations and furnishing proper hardware for all openings whether listed or not. If there are any omissions in hardware groups in regard to regular doors they shall be called to the attention of the Architect prior to bid opening for instruction; otherwise, list will be considered Complete. No extras will be allowed for omissions.

C. The Door Schedule on the Drawings indicates which hardware set is used with each door.

MANUFACTURERS ABBREVIATIONS
ACC = Accurate Lock Barn Door Locks
GLY = Glynn-Johnson Overhead Door Stops
IVE = Ives Hinges, Door Pulls, Door Stops & Kick Plates JOH = Johnson Hardware Sliding Door Hardware
LCN = LCN Door Closers & Automatic Operators
SCH = Schlage Lock Locks, Latches & Cylinders
VON = Von Duprin Exit Devices
ZER = Zero International Thresholds, Gasketing & Weather-stripping

HW GROUP NO. 01
For use on Door #(s):

I19 (DBL. EAST EXIT)

QTY DESCRIPTION CATALOG NUMBER FINISH MFR
6 EA HINGE 5BB1HW 4.5 X 4.5 NRP 613 IVE
1 EA PANIC HARDWARE PA-9827-L-DT-06 313 VON
1 EA PANIC HARDWARE PA-9827-L-NL-06 313 VON
1 EA RIM CYLINDER 20-057 ICX 613 SCH
1 EA FSIC CORE 23-030 613 SCH
2 EA OVERHEAD STOP 100S 613 GLY
2 EA SURFACE CLOSER RE-USE EXISTING
1 EA GASKETING 188SBK PSA BK ZER
2 EA MEETING STILE 328D D ZER
2 EA DOOR SWEEP 39D D ZER
1 EA THRESHOLD RE-USE EXISTING

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HW GROUP NO. 02
For use on Door #(s):
11 (DBL. SOUTH ENTRANCE)

QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA ELEC PANIC HARDWARE RX-QEL-PA-9847-L-DT-06 24 VDC 626 VON 1 EA ELEC PANIC HARDWARE RX-QEL-PA-9847-L-NL-06 24 VDC 626 VON 1 EA RIM CYLINDER 20-057 ICX 626 SCH
1 EA FSIC CORE 23-030 626 SCH
2 EA OVERHEAD STOP 90S 630 GLY
1 EA RAIN DRIP 142AA AA ZER
1 EA GASKETING 188SBK PSA BK ZER
2 EA MEETING STILE 328AA AA ZER
2 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD STOP STRIP 1842APK AL PEM
1 EA POWER SUPPLY PS902 900-2RS 120/240 VAC VON

CARD READER BY CITY VENDOR

RE-USE BALANCE OF EXISTING

HARDWARE

HW GROUP NO. 03
For use on Door #(s):

B05B (BASEMENT STORAGE)

QTY DESCRIPTION CATALOG NUMBER FINISH MFR
2 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU MORTISE LOCK L9092JEU 06A RX 12/24 VDC 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER RE-USE EXISTING
1 EA FLOOR STOP FS436 626 IVE
3 EA SILENCER SR64 GRY IVE

CARD READER BY CITY VENDOR

POWER SUPPLY BY CITY VENDOR

Note: Adjust existing closers per section 3.2.D

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HW GROUP NO. 04
For use on Door #(s):

B11 (BASEMENT JANITOR)

QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE
1 EA STOREROOM LOCK ND80JD RHO 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4111 HCUSH 689 LCN
1 EA GASKETING 188SBK PSA BK ZER

HW GROUP NO. 05 – NOT USED

HW GROUP NO. 06
For use on Door #(s):

B05A (BASEMENT STORAGE CLOSET)

QTY DESCRIPTION CATALOG NUMBER FINISH MFR
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA MANUAL FLUSH BOLT FB51T 630 IVE
1 EA STOREROOM LOCK ND80JD RHO 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA OVERHEAD STOP 90S (ON LEFT-HAND LEAF) 689 GLY
1 EA FLOOR STOP FS436 (ON RIGHT-HAND LEAF) 626 IVE
2 EA SILENCER SR64 GRY IVE

HW GROUP NO. 07
For use on Door #(s):

B04 (BASEMENT

OFFICE)

QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA OVERHEAD STOP 90S 689 GLY

RE-USE BALANCE OF EXISTING

HARDWARE

Note: Adjust existing closers per section 3.2.D

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HW GROUP NO. 08
For use on Door #(s):
201 (ROOFTOP GATE)

QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA GATE HINGE BY MECH. SCREEN MFR.
1 EA PADLOCK LATCH CUSTOM FABRICATION

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VISION CONTROL GLAZING 08 88 16 – 1

SECTION 08 88 16 – VISION CONTROL GLAZING

GENERAL

1.1 SUMMARY
A. This Section includes:

1. Vision control glass (sealed integral blinds) systems for glazing of doors and windows.

1.2 PERFORMANCE REQUIREMENTS
A. ASTME E-773-81 "Standard Test Method for Seal Durability of Sealed Insulating Glass Units" and ASTME E-774-81 "Standard Specification for Sealed Insulated Glass Units", level CBA.

B. Consumer Product Safety Commission (CPSC) 16 CFR 1201 - Safety Standard for Architectural Glazing Materials.

1.3 SUBMITTALS
A. The installation of VISION CONTROL shall be executed in strict conformity with the appro ved shop drawings. These drawings shall clearly indicate complete installation details.

1.4 QUALITY ASSURANCE
A. Preconstruction Adhesion and Compatibility Testing: Submit to elastomeric glazing sealant manufacturers, for testing according to ASTM C 1087, samples of each glazing material type, tape sealant, gasket, glazing accessory, and glass-framing member that will contact or affect elastomeric glazing sealants:

B. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards.

1. GANA Publications: GANA Laminated Division's "Laminated Glass Design Guide" and GANA's "Glazing Manual."

1.5 WARRANTY
A. Manufacturer's Special Warranty for Vision Control Glass: Manufacturer agrees to replace control vision glass units that deteriorate within specified warranty period. Deterioration of sealed glass is defined as failure of hermetic seal under normal use that is not attributed to glass breakage or to maintaining and cleaning glass contrary to manufacturer's written instructions. Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass.

1. Warranty Period: 10 years from date of Substantial Completion.

PRODUCTS

2.1 MANUFACTURERS
A. Vision Control for Hinged Doors and Vision Control Mini for sliding doors.

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B. Basis-of-Design Product: Subject to compliance with requirements, provide product as indicated or comparable product as indicated:

1. Vision Control Panel as manufactured by:
a. Unicel Architectural, 800-668-1580, www.unicelarchitectural.com.

C. Subject to compliance with requirements, provide product indicated above or comparable product by one of the following:

1. The IE Blind System as manufactured by Pariluse LLC, Contact: Pariluse, LLC 866 267- 1917. www.ieblinds.com

2.2 MATERIALS - GLASS
A. Clear Tempered Glass: ASTM C1048, Type 1 transparent flat, Class 1 clear, Quality q3 glazing select, Kind FT fully tempered.

2.3 MATERIALS - LOUVERS, FRAMES, AND OPERATORS
A. Louvers: Hollow extruded aluminum, interlocking profile, 1/4 inch thick x 1-3/8 inches deep; Duracron K-1285 Glossy White finish
B. Louvers: Hollow extruded aluminum, interlocking profile, 3/16 inch thick x 7/8 inch deep; Duracron K-20794 Metallic Gray finish.

C. Manual Operators:

1. Dual control: accessible from both sides of door or window. a. Anti-ligature knob type, typical at hinged doors and windows. b. Aluminum knob, at sliding doors (where indicated).
c. Location: As indicated on Drawings.

2. Single control: accessible from one sides of door or window. a. Anti-ligature knob type, typical at hinged doors and windows. b. Aluminum knob, at sliding doors (where indicated).
c. Location: As indicated on Drawings.

D. Glass Frame (Trim Kit): Extruded aluminum, factory glazed, sized to accept 1-3/4 inch thick glass for insertion into 1-3/4 inch thick doors; Duracron K-1285 Glossy White finish.

1. Locations: Hinged flush wood panel doors and hallow metal window frames, as indicated on Door Schedule.

E. Glass Frame (Trim Kit): Extruded aluminum, sized to accept 1-5/16 inch thick glass for insertion into 1-3/4 inch thick sliding doors; clear anodized finish.

1. Locations: Aluminum sliding ICU/CCU doors, as indicated on Door Schedule.

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2.4 ACCESSORIES
A. Setting Blocks: ASTM C864, neoprene or EPDM, or ASTM C1115, silicone; 70 to 90 Shore A durometer hardness.

B. Spacers: ASTM C864, neoprene or EPDM, or ASTM C1115, silicone; 50 to 60 Shore A durometer hardness.

C. Glazing Gaskets: ASTM C864, neoprene or EPDM, or ASTM C1115, silicone or thermoplastic polyolefin rubber, molded or extruded shape to fit glazing channel retaining slot.

D. Glazing Sealant:

1. ASTM C920, Type S, Grade NS, Class 25; single component [polysulfide] [silicone] type, low modulus, non sag.

E. Sealant backing: ASTM C1330, Type O, size and density to control glazing sealant depth and produce optimum glazing sealant performance.

F. Compatible with glass unit edge seals; tested to ASTM C1294.

2.5 FABRICATION OF GLAZING UNITS
A. Fabricate glazing units in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing publications, to comply with system performance requirements.

EXECUTION

3.1 GLAZING
A. General: Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications.

1. Glazing channel dimensions, as indicated on Drawings, provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation.

2. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that, when installed, could weaken glass and impair performance and appearance.

3. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction sealant-substrate testing.

4. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead.

5. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.

3.2 CLEANING AND PROTECTION
A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels, and clean surfaces. Protect glass from contact with contaminating

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substances resulting from construction operations, including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended by glass manufacturer.

B. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from natural causes, accidents, and vandalism, during construction period.

END OF SECTION 08 88 16

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DOOR LOUVERS 08 91 26 – 1

SECTION 08 91 26 – DOOR LOUVERS
PART 1 - GENERAL

1.1 SUMMARY
A. Section includes formed-metal door louvers.

B. Related Requirements:

1. Section 08 11 13 "Hollow Metal Doors and Frames" for louvers in hollow-metal doors.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.

1. For louvers specified to bear AMCA seal, include printed catalog pages showing specified models with appropriate AMCA Certified Ratings Seals.

B. Shop Drawings: For louvers and accessories. Include plans, elevations, sections, details, and attachments to other work. Show frame profiles and blade profiles, angles, and spacing.

C. Samples: For each type of metal finish required.

1.3 INFORMATIONAL SUBMITTALS
A. Sample warranties.

1.4 QUALITY ASSURANCE

1.5 WARRANTY
A. Special Finish Warranty: Manufacturer agrees t o repair or replace components on which finishes fail in materials or workmanship within specified warranty period.

1. Warranty Period: 5 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 FIXED FORMED-METAL LOUVERS
A. Door Louver

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1. 800 Series, by Air Louver a division of Activar Construction Products Group, Inc. , or equal.

2. Louver Depth: 1 inch.

3. Blade Profile: Inverted Y .

4. Blade Material and Nominal Thickness: 20ga cold rolled steel

5. Frame: 18ga cold rolled steel, 2-Piece frame with 1 .25inch high, mitered corners and welded, with pre-punched mounting holes for attachment to door on secure side of door.

6. Fasteners: Flathead phillips drive SMS, #8 by 0.75inch; finish to match frames.

7. Finish: provide standard color selection for review

8. Performance:

Type 1 : Not less than 1.00 Square Foot of net free area.

Type 2: Not less than 1.70 Square Feet of net free area.

2.2 FABRICATION
A. Fabricate frames, including integral sills, to fit in openings of sizes indicated, with allowances made for fabrication and installation tolerances, adjoining material tolerances, and p erimeter sealant joints.

B. Join frame members to each other and to fixed louver blades with fillet , as standard with louver manufacturer unless otherwise indicated or size of louver assembly makes bolted connections between frame members necessary.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Locate and place louvers level, plumb, and at indicated alignment with adjacent work.

B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection.

C. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated.

D. Protect unpainted galvanized - and nonferrous-metal surfaces that are in contact with concrete, masonry, or dissimilar metals from corrosion and ga lvanic action by applying a heavy coating of bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing.

3.2 ADJUSTING
A. Restore louvers damaged during installation and construction, so no evidence remains of corrective work. If r esults of restoration are unsuccessful, as determined by Architect, remove damaged units and replace with new units.

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NON-STRUCTURAL METAL FRAMING 09 22 16 – 1

SECTION 09 22 16 - NON-STRUCTURAL METAL FRAMING

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Non-load-bearing steel framing systems for interior partitions.

2. Suspension systems for interior ceilings and soffits.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.

1.3 INFORMATIONAL SUBMITTALS
A. Evaluation reports for firestop tracks.

PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non- load-bearing steel framing, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 119 by an independent testing agency.

B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency.

2.2 FRAMING SYSTEMS
A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.

1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated.

2. Protective Coating: Coating with equivalent corrosion resistance of ASTM A 653/A 653M, G40, hot-dip galvanized unless otherwise indicated.

B. Studs and Runners: ASTM C 645.

1. Steel Studs and Runners:
a. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:
1) CEMCO; California Expanded Metal Products Co.
2) Custom Stud.
3) MBA Building Supplies.
4) MRI Steel Framing, LLC.
5) Phillips Manufacturing Co.

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b. Minimum Base-Metal Thickness: Unless noted otherwise, 0.033 inch (20 gauge) for runners and vertical studs up to 15’-0” unbraced height, assuming minimum lateral loads for interior partitions of 5 psf with a maximum deflection of L/240, (L/360 at walls with tile) spacing at 16”o.c. Increase stud gauge for increased spans as required complying with the manufacturers load tables. Provide 0.043 inch (18 gauge) for tracks at top of walls which terminate at ceilings. Increase stud gauges at framed openings as indicated on Drawings.
c. Refer to Drawings for addition framing requirements and metal stud thickness at openings, jambs, heads, and other areas requiring increase structural performance.
d. “EQ” (Equivalent Gauge Thickness) Steel Studs and Runners: Members that can show certified third party testing with gypsum board in accordance with ICC ES AC86 (Approved May 2012) need not meet the minimum thickness limitation or minimum section properties set forth in ASTM C 645. The submission of an evaluation report is acceptable to show conformance to this requirement.

C. Slip-Type Head Joints: Where indicated, provide one of the following:

1. Clip System: Clips designed for use in head-of-wall deflection conditions that provide a positive attachment of studs to runners while allowing 1-1/2-inch minimum vertical movement.
a. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1) CEMCO; California Expanded Metal Products Co.
2) ClarkDietrich Building Systems.
3) Fire Trak Corp.

2. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch-deep flanges in thickness not less than indicated for studs, installed with studs friction fit into top runner and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing.

3. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch-deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner.

4. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs. a. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1) Blazeframe Industries.
2) CEMCO; California Expanded Metal Products Co.
3) ClarkDietrich Building Systems.
4) MBA Building Supplies.
5) Metal-Lite.
6) Perfect Wall, Inc.

D. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of structure while maintaining continuity of fire-resistance-rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs.

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1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Blazeframe Industries.
b. CEMCO; California Expanded Metal Products Co.
c. ClarkDietrich Building Systems.
d. Fire Trak Corp.
e. Metal-Lite.

E. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.

1. Minimum Base-Metal Thickness: 0.053 inch (16 gauge).

F. Cold-Rolled Channel Bridging: Steel, 0.0538-inch minimum base-metal thickness, with minimum 1/2-inch-wide flanges.

1. Depth: 1-1/2 inches.

2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel.

G. Hat-Shaped, Rigid Furring Channels: ASTM C 645.

1. Minimum Base-Metal Thickness: 0.0329 inch.

2. Depth: 7/8 inch.

H. Resilient Furring Channels: 1/2-inch-deep, steel sheet members designed to reduce sound transmission.

1. Configuration: Asymmetrical or hat shaped.

I. Cold-Rolled Furring Channels: 0.053-inch uncoated-steel thickness, with minimum 1/2-inch- wide flanges.

1. Depth: 3/4 inch.

2. Furring Brackets: Adjustable, corrugated-edge-type steel sheet with minimum uncoated- steel thickness of 0.0329 inch.

3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire, or double strand of 0.048-inch-diameter wire.

J. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, minimum uncoated-metal thickness of 0.0179 inch, and depth required to fit insulation thickness indicated.

2.3 SUSPENSION SYSTEMS
A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire, or double strand of 0.048-inch-diameter wire.

B. Hanger Attachments to Concrete:

1. Expansion Anchors: Fabricated from corrosion-resistant materials, with allowable load or strength design capacities calculated according to ICC-ES AC193 and ACI 318 greater than or equal to the design load, as determined by testing per ASTM E 488/E 488M conducted by a qualified testing agency.

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2. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with allowable load capacities calculated according to ICC-ES AC70, greater than or equal to the design load, as determined by testing per ASTM E 1190 conducted by a qualified testing agency.

C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.16 inch in diameter.

D. Flat Hangers: Steel sheet, 1 by 3/16 inch by length indicated.

E. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of 0.0538 inch and minimum 1/2-inch-wide flanges.

1. Depth: 2-1/2 inches.

F. Furring Channels (Furring Members):

1. Cold-Rolled Channels: 0.0538-inch uncoated-steel thickness, with minimum 1/2-inch- wide flanges, 3/4 inch deep.

2. Steel Studs and Runners: ASTM C 645.
a. Minimum Base-Metal Thickness: 0.0329 inch.
b. Depth: As required.

3. Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep. a. Minimum Base-Metal Thickness: 0.0329 inch.

4. Resilient Furring Channels: 1/2-inch-deep members designed to reduce sound transmission.
a. Configuration: Asymmetrical or hat shaped.

G. Grid Suspension System for Gypsum Board Ceilings: ASTM C 645, direct-hung system composed of main beams and cross-furring members that interlock.

1. Products: Subject to compliance with requirements, provide one of the following:
a. Armstrong World Industries, Inc; Drywall Grid Systems. b. Chicago Metallic Corporation; 640/660 Drywall Ceiling Suspension.

2.4 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards.

1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates.

B. Isolation Strip at Exterior Walls: Provide one of the following:

1. Asphalt-Saturated Organic Felt: ASTM D 226/D 226M, Type I (No. 15 asphalt felt), nonperforated.

2. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener penetration without foam displacement, 1/8 inch thick, in width to suit steel stud size.

C. Acoustical Isolation Strips under interior walls bearing on concrete: Provide the following:

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1. Foam Sound Attenuation Gasket: Adhesive-backed, rubber strips that allow fastener penetration without foam displacement, 5 mm thick, in width to suit steel stud size. a. Basis-of-Design Product: ISO-SILL SILL Plate Isolation by AcoustiGuard Sound & Vibration Control (www.acoustiguard.com)

EXECUTION

3.1 INSTALLATION, GENERAL
A. Installation Standard: ASTM C 754.

1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation.

B. Install framing and accessories plumb, square, and true to line, with connections securel y fastened.

C. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction.

D. Install bracing at terminations in assemblies.

E. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently.

3.2 INSTALLING FRAMED ASSEMBLIES
A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types.

B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall.

C. Install studs so flanges within framing system point in same direction.

D. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts that penetrate partitions above ceiling.

1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies.

2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb unless otherwise indicated. Refer to Drawings for typical framing at openings.
b. Extend jamb studs through suspended ceilings and attach to underside o f overhead structure.

3. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads.

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4. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure.
a. Firestop Track: Where indicated, install to maintain continuity of fire-resistance- rated assembly indicated.

5. Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated.

6. Curved Partitions:
a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs. b. Begin and end each arc with a stud, and space intermediate studs equally along arcs. On straight lengths of no fewer than two studs at ends of arcs, place studs 6 inches o.c.

E. Direct Furring:

1. Screw to wood framing.

2. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches o.c.

F. Z-Shaped Furring Members:

1. Erect insulation, specified in Section 07 21 00 "Thermal Insulation," vertically and hold in place with Z-shaped furring members spaced 24 inches o.c.

2. Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches o.c.

3. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond corner; on adjacent wall surface, screw-attach short flange of furring channel to web of attached channel. At interior corners, space second member no more than 12 inches from corner and cut insulation to fit.

G. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing.

3.3 INSTALLING SUSPENSION SYSTEMS
A. Install suspension system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types.

B. Isolate suspension systems from building structure where they abut or are penetrated by building structure to prevent transfer of loading imposed by structural movement.

C. Suspend hangers from building structure as follows:

1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or suspension system. a. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means.

2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with locations of hangers required to support standard suspension

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system members, install supplemental suspension members and hangers in the form of trapezes or equivalent devices.
a. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced installation standards.

3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to inserts, eye screws, or other devices and fasteners that are secure and appropriate for substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail.

4. Flat Hangers: Secure to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices and fasteners that are secure and appropriate for structure and hanger, and in a manner that will not cause hangers to deteriorate or otherwise fail.

5. Do not attach hangers to steel roof deck.

6. Do not attach hangers to permanent metal forms. Furnish cast-in-place hanger inserts that extend through forms.

7. Do not attach hangers to rolled-in hanger tabs of composite steel floor deck.

8. Do not connect or suspend steel framing from ducts, pipes, or conduit.

D. Fire-Resistance-Rated Assemblies: Wire tie furring channels to supports.

E. Seismic Bracing: Sway-brace suspension systems with hangers used for support.

F. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet measured lengthwise on each member that will receive finishes and transversely between parallel members that will receive finishes.

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GYPSUM BOARD 09 29 00 – 1

SECTION 09 29 00 - GYPSUM BOARD

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Interior gypsum board.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Samples: For each texture finish indicated on same backing indicated for Work.

PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency.

B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency.

2.2 GYPSUM BOARD, GENERAL
A. Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated.

2.3 INTERIOR GYPSUM BOARD
A. Gypsum Wallboard: ASTM C 1396/C 1396M.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the work include, but are not limited to the following:
a. Certainteed AirRenew Essential.

2. Thickness: As indicated on Drawings.

3. Long Edges: Tapered.

B. Gypsum Board, Type X: ASTM C 1396/C 1396M.

1. Certainteed AirRenew Essential Type X

2. USG Sheetrock Brand Ecosmart Panels Firecode X.

3. Gold Bond XP Fire-Shield Gypsum Board.

4. Gold Bond High Strength Fire-Shield Lite.

5. Thickness: 5/8 inch.

6. Long Edges: Tapered.

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2.4 TRIM ACCESSORIES
A. Interior Trim: ASTM C 1047.

1. Material: Galvanized or aluminum-coated steel sheet or rolled zinc.

2. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the work include, but are not limited to the following:
a. USG Sheetrock and Beadex Metal Beads.

3. Shapes:
a. Cornerbead.
b. Bullnose bead.
c. LC-Bead: J-shaped; exposed long flange receives joint compound. d. L-Bead: L-shaped; exposed long flange receives joint compound. e. U-Bead: J-shaped; exposed short flange does not receive joint compound. f. Expansion (control) joint.
g. Curved-Edge Cornerbead: With notched or flexible flanges.

2.5 JOINT TREATMENT MATERIALS
A. General: Comply with ASTM C 475/C 475M.

B. Joint Tape:

1. Interior Gypsum Board: Paper.

3. Exterior Gypsum Soffit Board: Paper.

4. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh.

5. Tile Backing Panels: As recommended by panel manufacturer.

C. Joint Compound for Interior Gypsum Board: For each coat, use formulation that is compatible with other compounds applied on previous or for successive coats.

2. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas, use setting-type taping compound.

3. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting-type taping compound.
a. Use setting-type compound for installing paper-faced metal trim accessories.

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4. Fill Coat: For second coat, use setting-type, sandable topping compound.

5. Finish Coat: For third coat, use setting-type, sandable topping compound.

6. Skim Coat: For final coat of Level 5 finish, use high-build interior coating product designed for application by airless sprayer and to be used instead of skim coat to produce Level 5 finish.

D. Joint Compound for Exterior Applications:

1. Exterior Gypsum Soffit Board: Use setting-type taping compound and setting-type, sandable topping compound.

2. Glass-Mat Gypsum Sheathing Board: As recommended by sheathing board manufacturer.

E. Joint Compound for Tile Backing Panels:

1. Glass-Mat, Water-Resistant Backing Panel: As recommended by backing panel manufacturer.

2. Cementitious Backer Units: As recommended by backer unit manufacturer.

2.6 AUXILIARY MATERIALS
A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written instructions.

B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate.

1. Henkel/OSI F38 Drywall and Panel Adhesive.

2. LiquidNails DWP-24.

C. Steel Drill Screws: ASTM C 1002 unless otherwise indicated.

1. Use screws complying with ASTM C 954 for fastening panels to steel members from

0.033 to 0.112 inch thick.

2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer.

D. Sound-Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool.

1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly.

E. Acoustical Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90.

1. Henkel/OSI SC175 Acoustical Sealant.

2. Tremco Tremflex 834.

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F. Thermal Insulation: As specified in Section 07 21 00 "Thermal Insulation." G. Vapor Retarder: As specified in Section 07 26 00 "Vapor Retarders."

EXECUTION

3.1 APPLYING AND FINISHING PANELS
A. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged.

B. Comply with ASTM C 840.

C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments. Provide 1/4- to 1/2-inch- wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant.

D. For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions.

E. Prefill open joints, beveled edges, and damaged surface areas.

F. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape.

G. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840:

1. Level 1: Ceiling plenum areas, concealed areas, and where indicated.

2. Level 2: Panels that are substrate for tile. Panels that are substrate for acoustical tile.

3. Level 3: At panel surfaces not exposed to view.

4. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated. a. Primer and its application to surfaces are specified in Section 09 91 23 "Interior Painting."

5. Level 5: As indicated on the Drawings.
a. Primer and its application to surfaces are specified in Section 09 91 23 "Interior Painting."
H. Glass-Mat Gypsum Sheathing Board: Finish according to manufacturer's written instructions for use as exposed soffit board.

I. Glass-Mat Faced Panels: Finish according to manufacturer's written instructions.

J. Cementitious Backer Units: Finish according to manufacturer's written instructions.

3.2 PROTECTION
A. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period.

B. Remove and replace panels that are wet, moisture damaged, and mold dama ged.

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ACOUSTICAL PANEL CEILINGS 09 51 13 – 1

SECTION 09 51 13 - ACOUSTICAL PANEL CEILINGS

GENERAL

1.1 SUMMARY
A. Section includes acoustical panels and exposed suspension systems for interior ceilings.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Samples: For each exposed product and for each color and texture specified.

C. Delegated-Design Submittal: For seismic restraints for ceiling systems.

1. Include design calculations for seismic restraints including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

1.4 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Reflected ceiling plans, drawn to scale, and coordinated with each other, using input from installers of the items involved.

B. Product test reports.

C. Research reports.

D. Field quality-control reports.

1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.

PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. Delegated Design: Engage a qualified professional engineer, as defined in Section 01 40 00 "Quality Requirements," to design seismic restraints for ceiling systems.

B. Seismic Performance: Suspended ceilings shall withstand the effects of earthquake motions determined according to ASCE/SEI 7.

C. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency.

Identify products with appropriate markings of applicable testing agency.

1. Flame-Spread Index: Class A according to ASTM E 1264.

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2. Smoke-Developed Index: 450 or less.

2.2 ACOUSTICAL PANELS (ACP)
A. Product: Subject to compliance with requirements, provide products indicated in Finish Schedule on Drawings.

B. Acoustical Panel Standard: Manufacturer's standard panels according to ASTM E 1264.

C. Classification: Provide panels complying with ASTM E 1264 for type, form, and pattern as indicated by manufacturer's designation..

D. Color: As indicated in a schedule.

E. Edge/Joint Detail: As indicated by manufacturer's designation.

F. Thickness: As indicated in schedule.

G. Modular Size: As indicated in schedule.

2.3 METAL SUSPENSION SYSTEM
A. Product: Subject to compliance with requirements, provide products by one of the following:

1. Armstrong World Industries, Inc.

2. Chicago Metallic Corporation.

3. Rockfon North America

4. USG Corporation.

B. Metal Suspension-System Standard: Manufacturer's standard, direct-hung, metal suspension system and accessories according to ASTM C 635/C 635M.

C. Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet; prepainted, electrolytically zinc coated, or hot-dip galvanized, G30 coating designation; with prefinished 15/16-inch- wide metal caps on flanges.

1. Structural Classification: Heavy-duty system.

2. End Condition of Cross Runners: Override (stepped) or butt-edge type.

3. Face Design: Flat, flush.

4. Cap Material: Cold-rolled steel or aluminum.

5. Cap Finish: Painted white.

6. Product: As indicated in Finished Schedule on Drawings.

7. Location: As indicated in Finished Schedule on Drawings.

D. Narrow-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet; prepainted, electrolytically zinc coated, or hot-dip galvanized, G30 coating designation; with prefinished 9/16-inch- wide metal caps on flanges.

1. Structural Classification: Heavy-duty system.

2. End Condition of Cross Runners: Override (stepped) or butt-edge type.

3. Face Design: Flat, flush.

4. Cap Material: Cold-rolled steel or aluminum.

5. Cap Finish: Painted white.

6. Product: As indicated in Finish Schedule on Drawings.

7. Location: As indicated in Finish Schedule on Drawings.

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E. Clean Room Grid, Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll formed from cold-rolled steel sheet; prepainted, electrolytically zinc coated, or hot-dip galvanized, G30 coating designation; with prefinished 15/16-inch-wide metal caps on flanges.

1. Available Products:
a. Clean Room 15/16-inch by Armstrong
b. USG Donn® Brand CE™ 15/16" by USG

2. Color: White and match the actual color of the selected ceiling tile, unless noted otherwise.

3. Structural Classification: Heavy-duty system.

4. End Condition of Cross Runners: Override (stepped) or butt-edge type.

5. Face Design: Flat, flush.

6. Cap Material: Cold-rolled steel.

7. Cap Finish: Painted white.

8. Gasket: Integral gasket system.

9. Clips: Hold down clips.

10. Location: As indicated on Drawings.

11. Edge Molding and Trim to be EA7813 Molding Clean Room 12 foot, 15/16 Angle.

2.4 ACCESSORIES
A. Attachment Devices: Size for five times the design load indicated in ASTM C 635/C 635M, Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements.

B. Hold-Down Clips: Manufacturer's standard hold-down.

C. Impact Clips: Manufacturer's standard impact-clip system designed to absorb impact forces against acoustical panels.

D. Seismic Stabilizer Bars: Manufacturer's standard perimeter stabilizers designed to accommodate seismic forces.

E. Seismic Struts: Manufacturer's standard compression struts designed to accommodate seismic forces.

F. Seismic Clips: Manufacturer's standard seismic clips designed to secure acoustical panels in place during a seismic event.

1. Product: Subject to compliance with requirements, provide 7/8-inch perimeter trim with seismic edge clip molding by one of the following:
a. ACM 7 by USG/Donn
b. Chicago Metallic 1496 by Rockfon.
c. Seismic RX (BERC2) by Armstrong.

2. Seismic Joint Clips; Manufacturer’s standard cross tee joint clip.

2.5 METAL EDGE MOLDINGS AND TRIM
A. Manufacturers: Subject to compliance with requirements, provide products by the following:

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1. Armstrong World Industries, Inc.

2. Gordon, Inc.

3. Rockfon North America

4. USG Interiors, Inc.; Subsidiary of USG Corporation.

B. Roll-Formed, Sheet-Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated, manufacturer's standard moldings for edges and penetrations that comply with seismic design requirements; formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension-system runners.

2.6 DECORATIVE PERIMETER TRIM
A. Product: Subject to compliance with requirements, provide the following:

1. Axiom Transition Trim by Armstrong

2. Profile Size: 2 inches to 16 inches as required for transition as indicated on Drawings.

3. Transition Trim (AX_STR) classic and drywall-to-acoustical, where indicated.

4. Corners: Field cut or factory mitered corners. Field assembled using AXIOM splice plate bent to desired angle.

5. Finish & Color: Factory-applied baked polyester paint finish.

6. Color: Match ceiling grid.

EXECUTION

3.1 PREPARATION
A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less-than-half-width panels at borders unless otherwise indicated.

B. Layout openings for penetrations centered on the penetrating items.

3.2 INSTALLATION
A. Install acoustical panel ceilings according to ASTM C 636/C 636M, seismic design requirements, and manufacturer's written instructions.

B. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels.

1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed.

2. Do not use exposed fasteners, including pop rivets, on moldings and trim.

3. Install hold-down, impact and seismic clips in areas indicated; space according to panel manufacturer's written instructions unless otherwise indicated.

C. Install acoustical panels with undamaged edges and fit accurately into suspension -system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide precise fit.

1. Arrange directionally patterned acoustical panels as follows:
a. As indicated on reflected ceiling plans.

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2. For square-edged panels, install panels with edges fully hidden from view by flanges of suspension-system runners and moldings.

3. For reveal-edged panels on suspension-system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges.

4. For reveal-edged panels on suspension-system members with box-shaped flanges, install panels with reveal surfaces in firm contact with suspension-system surfaces and panel faces flush with bottom face of runners.

5. Paint cut edges of panel remaining exposed after installation; match color of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer.

3.3 FIELD QUALITY CONTROL
A. Special Inspections: Owner will engage a qualified special inspector to perform inspections.

1. Periodic inspection during the installation of suspended ceiling grids according to ASCE/SEI 7.

3.4 CLEANING

1. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension-system members. Comply with manufacturer's written instructions for cleaning and touchup of minor finish damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage.

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11.30.2023 RESILIENT FLOORING
09 65 00 -1

PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY
A. This Section includes resilient floor coverings and related work as shown and specified.

1.3 SUBMITTALS
A. Product Data: Manufacturer’s data, installation instructions and evidence of compliance with requirements for every material and accessory proposed in this section.

B. Samples: Submit 2 minimum 2 x 2-inch samples for each color specified C. Installer Qualifications: Provide evidence that installers meet the requirements of Article 1.5.

D. Closeout Submittals:

1.4 O & M MANUALS: MAINTENANCE AND CLEANING INSTRUCTIONS.GUARANTEE: PROVIDE COMPLETED FORM PER ARTICLE 1.6. EXTRA STOCK: FURNISH EXTRA FULL-SIZE RUBBER FLOORING EQUAL TO 1% OF QUANTITY INSTALLED THAT MATCH PRODUCTS INSTALLED AND THAT

ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS.DELIVERY, STORAGE AND HANDLING

1.5 PROJECT CONDITIONS
A. Maintain temperatures within range recommended in writing by manufacturer, but not less than 65 degrees F for 48 hours before, during and after installation.

B. Install floor coverings after other finishing operations, including painting, have been completed.

1.6 QUALITY ASSURANCE
A. Installer Qualifications: Installer certified by manufacturer.

B. Source Limitations: Obtain each rubber floor covering from a single manufacturer.

C. Fire-Test-Response Characteristics:

1. Critical Radiant Flux; per ASTM E648: Class A.

2. Smoke-Developed Index; per ASTM E662: 450 or less. NFPA 256 D. Slip resistance ASTM D2047 Static Coefficient of friction, Neolite dry .93 Neolite wet .90 > .5 is required WINN PARK TENANT IMPROVEMENT AN-23016
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E. Bacteria Resistance ASTM E2180 and ASTM G21, resistant to bacteria, fungi and micro-organism activity
F. All adhesives, leveling compounds, and game line paints shall comply with the VOC limits set forth in the California Green Building Standards Code, Title 24 Part 11.

G. GUARANTEE
H. Provide manufacturer’s standard 5 year limited warranty for wear, defect, bond, and conductivity PART 2 - PRODUCTS

2.1 RESILIENT SHEET FLOORING FORHEAVY TRAFFIC
A. Acceptable Products:

B. Other acceptable manufacturers: Mondo America Inc.Tarkettor equalAlternate Products: Proposed equals are subject to substitution process per Section 01 33 00 - PRODUCT SUBMITTALS AND SUBSTITUTIONS.

C. Installation Method: Adhered.

D. Moisture Vapor Emission Limits: Flooring system capable of adhering to substrate with up to 5.0pounds of water per 24 hours per 1,000 square feet.

E. Roll Size: Not less than 4’-0” wide by longest length that is practical to minimize splicing during installation.

F. Color: As selected by Architect from manufacturer's full range.

2.2 ADHESIVE
A. Comply with VOC limits set forth above.

B. Acceptable Products: acrylic AC100 Adhesive, as manufactured by norasystems With high moisture, use Dry fiz tape according to manufacturer’s instructions
C. Alternate Products: proposed equals are subject to substitution process per Section 01 33 00 - PRODUCT SUBMITTALS AND SUBSTITUTIONS.

2.3 LEVELING AND PATCHING COMPOUND
A. Comply with VOC limits set forth above.

B. Leveling and Patching Compounds:

1. Ardex V 1200 or K10, as manufactured by Ardex Engineered Cements.

2. VAP I Level Pro, as manufactured by Koester American.

3. Or equal
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C. Leveling and Patching Compound Primer:

1. Ardex P 51, as manufactured by Ardex Engineered Cements.

2. Level-Pro Primer E, as manufactured by Koester American.

3. Or equal
PART 3 - EXECUTION

3.1 PREPARATION
A. Verify that substrates conform to manufacturer's written recommendations to ensure compatibility with flooring system and adhesion of floor coverings.

B. Take field measurements; report variance between plan and field dimensions.

C. Coordinate flooring installation with University’s anhydrous calcium chloride testing to determine if installation of water vapor emission control system at concrete floor slabs is necessary. Refer to Section 01 45 29 – TESTING LABORATORY SERVICES.

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

E. Resllient flooring to be installed 28 days minimum after concrete installation.

F. Concrete Substrates: Per manufacturer’s instructions. Prepare substrate according to ASTM F710 and manufacturer instructions
G. Use leveling and patching compound to fill cracks, holes, and depressions in substrates.

H. The prepared substrate must be smooth and ridge free. Use an appropriate patching compound or self - leveling underlayment following the manufacturer’s instructions. Patching or unde rlayment compounds must be moisture, mildew, and alkali-resistant. The compounds must provide a minimum of 3000 psi compressive strength when tested in accordance with ASTM C109/C109M Standard Test Method for Compressive Strength of Hydraulic Cement Mortars - Using 2-in or 50mm Cube Specimens or ASTM C472 Standard Test Method for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete I. Move floor coverings and installation materials into spaces where they will be installed at least 48 hours in advance of installation.

3.2 INSTALLATION
A. Install in conformance with referenced standards, manufacturer's written directions, as shown, and as specified.

B. Apply leveling and patching compound primer.

C. Install leveling and patching compound.

D. The installation area must be fully enclosed, weather tight, and climate controlled between 63°F and 75°F and 40% to 60% ambient relative humidity (RH) for at least 48 hours prior, during and 72 hours after WINN PARK TENANT IMPROVEMENT AN-23016
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installation (do not use gas fueled blowers). Dew point must be avoided. The substrate must be at least 5°F above dew point to be considered acceptable.

E. Unroll sheet floor coverings and allow them to stabilize before cutting and fitting.

F. Scribe, cut, and fit floor coverings to butt neatly and tightly to vertical surfaces, equipment anchors, floor outlets, and other interruptions of floor surface.

G. Lay out rubber flooring to minimize number of seams. Maintain uniformity of floor covering direction and match edges of floor coverings for color shading at seams. Avoid cross seams.

H. Extend floor coverings into toe spaces, door reveals, closets, and similar openings.

I. Adhere products to substrates using a full spread of adhesive applied to substrate.

J. Use lightweight 100 pound roller to eliminate entrapped air.

K. Weight all seams, perimeter and edges with 2 x 4 x 8 inches concrete utility bricks for 12 hours.

L. Close spaces to traffic during floor covering installation and for 48 hours after floor covering installation.

M. Chemical-use, wash areas or other areas where liquids are used or stored shall have watertight flooring.

Provide seam sealed, non-pervious, onepiece flooring. Flooring is required under fixed floor cases and cabinets

3.3 CLEANING AND PROTECTING
A. Keep premises free from accumulation of waste and debris. At completion of installation remove surplus materials and debris.

B. Remove and recycle excess material as required by the Construction Waste Management Plan, Section 01 74 19 - CONSTRUCTION WASTE MANAGEMENT.

C. At completion clean exposed surfaces in a manner that will not damage finish.

D. Protect floor coverings from mars, marks, indentations, and other damage from construction operations during remainder of construction period.

END OF SECTION 09 65 16

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RESILIENT BASE AND ACCESSORIES 09 65 13 – 1

SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Thermoplastic-rubber base.

2. Rubber molding accessories.

1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Samples: For each exposed product and for each color and texture specified.

PRODUCTS

2.1 THERMOPLASTIC-RUBBER BASE
A. Product: Subject to compliance with requirements, provide products indicated in Finish Schedule on Drawings.

B. Product Standard: ASTM F 1861, Type TP (rubber, thermoplastic).

1. Group: I (solid, homogeneous).

2. Style and Location:
a. Style A, Straight: Provide in areas with carpet.
b. Style B, Cove: Provide in areas with resilient floor coverings. c. Style D, Sculptured: Provide in areas indicated.
1) Profile: As indicated.

C. Thickness: 0.125 inch.

D. Height: As indicated on Drawings.

E. Lengths: Coils in manufacturer's standard length.

F. Outside Corners: Job formed.

G. Inside Corners: Job formed.

H. Colors: As indicated in Finish Schedule on Drawings. .

2.2 RUBBER MOLDING ACCESSORY
A. Description: Rubber reducer strip for resilient floor coveringand transition strips.

B. Profile and Dimensions: As indicated.

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C. Locations: Provide rubber molding accessories in areas indicated.

D. Colors and Patterns: As indicated in Finish Schedule.

2.3 INSTALLATION MATERIALS
A. Trowelable Leveling and Patching Compounds: Latex-modified, portland-cement-based or blended hydraulic-cement-based formulation provided or approved by resilient-product manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by resilient-product manufacturer for resilient products and substrate conditions indicated.

EXECUTION

3.1 PREPARATION
A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products.

B. Concrete Substrates for Resilient Stair Accessories: Prepare horizontal surfaces according to ASTM F 710.

1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners.

2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents.

3. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrate alkalinity falls within range on pH scale recommended by manufacturer in writing, but not less than 5 or more than 9 pH.

4. Moisture Testing: Perform tests so that each test area does not exceed 1000 sq. ft., and perform no fewer than three tests in each installation area and with test areas evenly spaced in installation areas.
a. Anhydrous Calcium Chloride Test: ASTM F 1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of Insert rate in 24 hours.
b. Relative Humidity Test: Using in-situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level measurement.

C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate.

D. Do not install resilient products until materials are the same temperature as space where they are to be installed.

E. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products.

3.2 RESILIENT BASE INSTALLATION
A. Comply with manufacturer's written instructions for installing resilient base.

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B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned.

D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.

E. Do not stretch resilient base during installation.

F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material.

G. Job-Formed Corners:

1. Outside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches in length.
a. Form without producing discoloration (whitening) at bends.

2. Inside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches in length.
a. Miter or cope corners to minimize open joints.

3.3 RESILIENT ACCESSORY INSTALLATION
A. Comply with manufacturer's written instructions for installing resilient accessories.

B. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of floor covering that would otherwise be exposed.

3.4 CLEANING AND PROTECTION
A. Comply with manufacturer's written instructions for cleaning and protecting resilient products.

B. Cover resilient products subject to wear and foot traffic until Substantial Completion.

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TILE CARPETING 09 68 13 – 1

SECTION 09 68 13 - TILE CARPETING

GENERAL

1.1 SUMMARY

1. Section includes:
a. Modular walk-off carpet tile.

1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Sustainable Design Submittals:

1. Recycled Content: Submit manufacturer’s recycled content information identifying percentages by weight of post-consumer and pre-consumer recycled content for each product having recycled content. Include statement indicating costs for each product.

2. Submit Declare Label, manufacturer’s complete list of chemical ingredients, or Health Product Declaration to 1000 ppm for carpet tile.

3. Submit Environmental Product Declaration.

4. Low-Emitting Materials:
a. Submit manufacturer’s product data for all site-applied adhesives, adhesive primers, sealants, sealant primers, paints and coatings indicating VOC content in grams per liter,
b. Submit VOC emissions testing compliant with requirements for all adhesives, adhesive primers, sealants, sealant primers, paints and coatings wet-applied to the interior of the building.
c. Submit VOC emissions testing compliant with requirements for all flooring products.

C. Shop Drawings: For carpet tile installation, plans showing the following:

1. Columns, doorways, enclosing walls or partitions, built-in cabinets, and locations where cutouts are required in carpet tiles.

2. Carpet tile type, color, and dye lot.

3. Pattern type, location, and direction.

4. Type, color, and location of insets and borders.

5. Type, color, and location of edge, transition, and other accessory strips.

6. Transition details to other flooring materials.

D. Samples: For each exposed product and for each color and texture required.

1.4 INFORMATIONAL SUBMITTALS
A. Product test reports.

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B. Sample warranty.

C. Certificates: Provide certificate of proof from manufacturer that carpet is eligible for recycling to an existing operational third party certified recycling center. Submit program parameters.

1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.

B. Extra Stock: Provide extra stock materials from original dye lots, for use in facility operations and maintenance, 1% of the total floor surface for each color, surface texture and format of Manufactured Products.

C. Warranty.

1.6 QUALITY ASSURANCE
A. Installer Qualifications: Minimum of 3 years of experience on similar work; knowledge and understanding of standards referenced herein, and the skill necessary to perform in compliance with this specification. Installers failing to demonstrate the required experience, knowledge, or skill shall be removed from the project.

B. Sustainable Design Requirements:

1. Carpet tile shall have Health Product Declaration to 1000 ppm or Environmental Product Declaration.

2. All site-applied adhesives, adhesive primers, sealers, sealant primers, paints and coatings shall comply with the VOC limits and VOC emissions testing certification set forth in Section 01 81 13.14 “Sustainable Design Requirements LEED V4 BD+C.”

3. All flooring shall comply with the VOC emissions testing certification set forth in Section 01 81 13.14 “Sustainable Design Requirements LEED V4 BD+C.”

4. Carpet tile shall be minimum Gold level certification according to ANSI/NSF 140.

C. Moisture Resistance: Carpet system must be guaranteed to bond to floor slab with moisture vapor emission 5 pounds per 1000 square feet in 24 hours as measured by ASTM F 1869-98, anhydrous calcium chloride test.

D. Recyclability: Carpet must be eligible for recycling by the supplying mill or fiber producer to an existing operational third party certified recycling center.

1.7 WARRANTY
A. Provide manufacturer’s warranty that products are to be free from defects in materials and workmanship, for surface wear, edge ravel, zippering, resiliency, loss of backing, and delamination of secondary backing for 25 years beginning at date of acceptance by University.

1. Bleach resistance warranty: 15 years.

2. Stain resistance warranty: 15 years.

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PRODUCTS

2.1 WALK OFF CARPET TILES (WO1)
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the work include, but are not limited to the Basis of Design products indicated in the Drawings:

1. Basis of Design: Frixtion – Inertia, as manufactured by Mannington Commercial; CRI Green Label Plus, EPD, HPD, recycled content. Or equal.

B. Colors: As selected by Architect from manufacturer’s full range.

C. Flammability: Critical Radiant Flux: Class II; Smoke: 450; Surface Flammability: complies with CPSC FF 1-17.

D. Yarn: Solution Q nylon, post-consumer type 6 nylon, or type 6-6 nylon

2.2 INSTALLATION ACCESSORIES
A. Trowelable Leveling and Patching Compounds: Subject to sustainable design requirements, latex-modified, hydraulic-cement-based formulation provided or recommended by carpet tile manufacturer.

B. Carpet Tile Adhesives: Subject to sustainable design requirements, 4mil double-faced adhesive membrane tabs with polyester film backing. Adhesive to be pressure sensitive, resalable from carpet tile manufacturer.

1. Basis of Design: FreLock Tabs with Premium Universal Primer, as manufactured by Mannington Commercial. Or equal
C. Walk-off Carpet Tile Adhesives: Subject to sustainable design requirements, water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit products and subfloor conditions indicated, that comply with flammability requirements for installed carpet tile, and are recommended by carpet tile manufacturer for releasable installation.

1. Basis of Design: Infinity, as manufactured by Mannington Commercial. Or equal D. Edging Strips: Subject to sustainable design requirements: Rubber, of width shown, of height required to protect exposed edge of carpet, and of maximum lengths to minimize running joints, unless noted otherwise.

EXECUTION

3.1 EXAMINATION
A. Concrete Slabs:

1. Moisture Testing: Perform tests so that each test area does not exceed 1000 sq. ft., and perform no fewer than three tests in each installation area and with test areas evenly spaced in installation areas.
a. Anhydrous Calcium Chloride Test: ASTM F 1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 8 lb of water/1000 sq. ft.in 24 hours.

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b. Relative Humidity Test: Using in situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 75 percent relative humidity level measurement.
c. Chemical pH of concrete slab to be 10 or less.
d. Perform additional moisture tests recommended in writing by adhesive and carpet tile manufacturers. Proceed with installation only after substrates pass testing.

3.2 PREPARATION
A. General: Comply with CRI's "CRI Carpet Installation Standards" and with carpet tile manufacturer's written installation instructions for preparing substrates indicated to receive carpet tile.

B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, depressions, and protrusions in substrates. Fill or level cracks, holes and depressions 1/8 inch wide or wider, and protrusions more than 1/32 inch unless more stringent requirements are required by manufacturer's written instructions.

C. Concrete Substrates: Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, without using solvents. Use mechanical methods recommended in writing by adhesive and carpet tile manufacturers.

D. Metal Substrates: Clean grease, oil, soil and rust, and prime if recommended in writing by adhesive manufacturer. Rough sand painted metal surfaces and remove loose paint. Sand aluminum surfaces, to remove metal oxides, immediately before applying adhesive.

E. Broom and vacuum clean substrates to be covered immediately before installing carpet tile.

3.3 INSTALLATION
A. General: Comply with CRI's "CRI Carpet Installation Standard," Section 18, "Modular Carpet" and with carpet tile manufacturer's written installation instructions.

B. Installation Method: As recommended in writing by carpet tile manufacturer.

C. Maintain dye-lot integrity. Do not mix dye lots in same area.

D. Maintain pile-direction patterns recommended in writing by carpet tile manufacturer or as indicated on Drawings.

E. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built -in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet tile manufacturer.

F. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges, alcoves, and similar openings.

G. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on carpet tile as marked on subfloor. Use nonpermanent, nonstaining marking device.

H. Install pattern parallel to walls and borders.

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I. Protect carpet tile against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet tile manufacturer.

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INTERIOR PAINTING 09 91 23 – 1

SECTION 09 91 23 - INTERIOR PAINTING

GENERAL

1.1 SUMMARY
A. Section includes surface preparation and the application of paint systems on interior substrates.

1. Concrete.

2. Cement board.

3. Steel and iron.

4. Galvanized metal.

5. Aluminum (not anodized or otherwise coated).

6. Gypsum board.

7. Plaster.

1.2 DEFINITIONS
A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523.

B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.

C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.

D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523.

E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.

F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.

G. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application instructions.

1. Include Printout of current "MPI Approved Products List" for each product category specified, with the proposed product highlighted.

B. Sustainable Design Submittals:

1. Submit Declare Label, Health Product Declaration to 1,000 ppm, or complete chemical ingredients list.

2. Submit Environmental Product Declaration.

3. Low-Emitting Materials:
a. Submit manufacturer’s product data for all paints and coatings indicating VOC content in grams per liter,

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b. Submit VOC emissions testing compliant with requirements for all adhesives, adhesive primers, sealants, sealant primers, paints and coatings wet-applied to the interior of the building.

C. Samples: For each type of paint system and in each color and gloss of topcoat.

1.4 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Architect will select one surface to represent surfaces and conditions for application of each paint system.
a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.. b. Other Items: Architect will designate items or areas required.

2. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Architect at no added cost to University B. Reference Standards:

1. American Society of Testing Materials (ASTM): Conform to ASTM D16 for interpretation of terms used in this Section.

2. National Paint and Coatings Association (NPCA): Guide to U.S. Government Paint Specifications.

3. Painting and Decorating Contractors of America (PDCA): Painting - Architectural Specifications Manual.

4. Steel Structures Painting Council (SSPC): Steel Structures Painting Manual

1.5 GUARANTEE
a. Provide in required form for a period of 1 year from date of final acceptance by University. Color and finish appearance shall remain unchanged throughout entire guarantee period

PRODUCTS

2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the work include, but are not limited to following:

1. Basis of Design: Sherwin Williams

2. Dunn-Edwards.

3. Benjamin Moore

4. PPG.

5. Or equal

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B. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in the Interior Painting Schedule for the paint category indicated.

2.2 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists."
B. Material Compatibility:

1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated.

C. Sustainable Design Requirements:

1. Paints and primers shall have a Declare Label, Health Product Declaration to 1,000 ppm, or a complete chemical ingredients list.

D. Colors: As selected by Architect from manufacturer's full range E. Container Identification: Identify container with manufacturer's name, and include description of type of paint, brand name, lot number, brand code and color designation.

F. Paint Materials:

1. General: Provide ready mixed products, except field catalyzed coatings. Provide accessory materials such as linseed oil, shellac, thinners, cleaners and other materials not specifically indicated but required to achieve finishes specified.

2. Patching Material: Bondex latex filler.

3. Caulking Compound: Acrylic Latex manufactured by Tremco Inc., or approved equal.

G. Primers, Paints and Stains: Refer to Paint Schedules at end of this section for specific product requirements.

2.3 MIXING
A. General: Mix paints at the factory; do not alter or reduce materials except as directed by manufacturer.

EXECUTION

3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:

1. Concrete: 12 percent.

2. Fiber-Cement Board: 12 percent.

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3. Wood: 15 percent.

4. Gypsum Board: 12 percent.

5. Plaster: 12 percent.

C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

D. Backprime all wood installed against steel, concrete, plaster or tile and all wood with surfaces exposed in exterior locations.

E. A single color matching walls and ceilings shall be used on all surfaces. Visible surfaces behind vents, grills, etc., shall be painted flat black. Insides of all drawers, shelves inside cabinets, and other wood surfaces where scheduled or noted shall be given one coat of clear gloss lacquer.

F. Prime coats and finish coats for any 1-paint system shall be the products of the same manufacturer.

G. Proceed with coating application only after unsatisfactory conditions have been corrected.

1. Application of coating indicates acceptance of surfaces and conditions.

3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated.

B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.

1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.

C. Correct defects and clean surfaces that affect work of this section.

D. Impervious Surfaces: Remove mildew by scrubbing with solution of trisodium phosphate and bleach. Rinse with clean water and allow surface to dry.

E. Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by steam or high pressure water. Remove oxidation with acid etch and solvent washing. Apply etching primer immediately following cleaning.

F. Concrete Floors: Remove contamination, acid etch, and rinse floors with clear water. Verify that required acid-alkali balance has been achieved. Allow to dry.

G. Galvanized Surfaces: Remove surface contamination and oils; wash with solvent. Apply coat of etching primer.

H. Gypsum Board Surfaces: Fill minor defects with filler compound; spot prime defects after repair.

I. Concrete and Unit Masonry: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter at surfaces scheduled to receive paint finish. Remove oil and grease with a solution of trisodium phosphate; rinse well and allow to dry. Remove stains caused by

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weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry.

J. Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt, and rust.

Where heavy coatings of scale are evident, remove by hand/power tool wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs.

K. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Verify compatibility of specified primer and paint with shop applied primer.

L. Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer.

M. Environmental Requirements:

1. Relative Humidity Requirements: Do not apply exterior coatings during rain or snow, or when the relative humidity exceeds 85%.

2. Temperature:
a. General: Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the manufacturer. b. Exterior Paints: 50 degrees F minimum during and for 48 hours after application; do not apply when temperature is over 85 degrees F, except in protected or shaded areas.
c. Interior Paints: 65 degrees F for minimum of 48 hours before, during and for 48 hours after application.

3. Ventilation: Provide adequate ventilation of all interior spaces during application and curing of all painting products.

4. Lighting Level: Provide minimum 80 foot candles measured at mid-height of room

3.3 APPLICATION
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual."
B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

C. Performance:

1. General: Apply each coat to uniform finish, slightly darker than preceding coat unless otherwise approved. As a minimum, dry film thickness of each coat shall meet manufacturer’s specification.

2. Metal Surfaces: Sand lightly between coats to achieve required finish. Vacuum clean surfaces free of loose particles; use tack cloth just prior to applying next coat. Allow applied coat to dry before next coat is applied.

D. Finishing Mechanical and Electrical Equipment: Refer to Division 22 – PLUMBING, Division 23 – HEATING, VENTILATING AND AIR CONDITIONING and Division 26 - ELECTRICAL for schedule of color coding and identification banding of equipment, duct work, piping, and conduit. Paint shop-primed equipment. Remove unfinished louvers, grilles, covers, and access

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panels on mechanical and electrical components and paint separately. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, to match adjacent wall surfaces. Paint interior surfaces of air ducts that are visible through grilles and louvers with one coat of flat black paint. Paint dampers exposed behind louvers and grilles to match face panels. Paint exposed pre-finished electrical and mechanical equipment occurring in finished areas as directed by Architect. Paint any equipment or components that penetrate metal roofing or siding to match surface penetrated.

Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. Do not paint over labels, tags, equipment identification plates.

3.4 CLEANING AND PROTECTION
A. General: Upon completion, remove masking materials, reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing, and thoroughly clean all exposed surfaces per manufacturer's instructions. Keep premises free from accumulation of waste and debris. At completion of work remove surplus materials and debris B. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.

C. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.5 INTERIOR PAINTING SCHEDULE
A. Concrete Substrates, Nontraffic Surfaces:

1. Institutional Low-Odor/VOC Latex System [MPI INT 3.1M]:
a. Prime Coat: Primer sealer, interior, institutional low odor/VOC. 1) Sherwin Williams Latex Primer Sealer, or equal
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss Level 5).
1) Sherwin Williams Interior Semi-Gloss

2. Epoxy-Latex Floor Paint System [ MPI EXT 3.3D]:
a. Prime Coat: Floor paint, epoxy- latex, matching topcoat. b. Intermediate Coat: Floor paint, epoxy-latex, matching topcoat. c. Topcoat: Floor paint, latex, low gloss (maximum MPI Gloss Level 3). 1) Sherwin Williams Armorseal 8100, Greenguard Gold Certified. 2) No known equal; proposed equals are subject to substitution request pro- cess.

B. Steel Substrates:

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1. Institutional Low-Odor/VOC Latex System [MPI INT 5.1S]:
a. Prime Coat: Primer, rust inhibitive, water based.
1) Sherwin Williams HP Acrylic Metal Primer
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss Level 5).
1) Sherwin Williams interior Semi-Gloss
C. Galvanized-Metal Substrates:

1. Institutional Low-Odor/VOC Latex System
a. Prime Coat: Primer, galvanized, water based.
1) Sherwin Williams HP Acrylic Metal Primer
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss Level 5).
1) Sherwin Williams Interior Semi-Gloss
D. Aluminum (Not Anodized or Otherwise Coated) Substrates:

1. Institutional Low-Odor/VOC Latex System [MPI INT 5.4G]:
a. Prime Coat: Primer, quick dry, for aluminum.
1) Sherwin Williams Latex Primer Sealer
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss Level 5).
1) Sherwin Williams Interior Semi-Gloss
E. Wood Substrates: Exposed framing.

1. Institutional Low-Odor/VOC Latex System [MPI INT 6.2L]:
a. Prime Coat: Primer, latex, for interior wood.
1) Benjamin Moore Sure Seal Latex Primer Sealer.

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b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss Level 5).
1) Sherwin Williams Interior Semi-Gloss
d. Provide intumescent paint for fire retardant plywood backer boards at telecom and electrical rooms
F. Gypsum Board Substrates:

1. Institutional Low-Odor/VOC Latex System [MPI INT 9.2M]:
a. Prime Coat: Primer sealer, interior, institutional low odor/VOC. 1) Sherwin Williams Latex Primer Sealer.
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC (MPI Gloss Level 3). 1) Sherwin Williams Interior Eggshell
d. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss Level 5).
1) Sherwin Williams Interior Semi-Gloss

3.6 Cotton or Canvas and ASJ Insulation-Covering Substrates: Including pipe and duct coverings. a. Topcoat: Latex, interior, semi-gloss (MPI Gloss Level 5). 1) Sherwin Williams Interior Semi-Gloss

2. Institutional Low-Odor/VOC Latex System [MPI INT 10.1D]:
a. Prime Coat: Primer sealer, latex, interior.
1) Sherwin Williams Latex Primer Sealer.
b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat. c. Topcoat: Latex, interior, institutional low odor/VOC, semi-gloss (MPI Gloss Level 5).
1) Sherwin Williams Interior Semi-Gloss #N539.

END OF SECTION 09 91 23

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PANEL SIGNAGE 10 14 23 – 1

SECTION 10 14 23 – PANEL SIGNAGE
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY
A. This Section includes signage and related work as specified and shown:

1. Engraved Laminated Acrylic Signs.

2. .

1.3 SUBMITTALS
A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, finishes, installation and anchorage instructions for review.

B. Sustainable Design Submittals:

1. Low-Emitting Materials: Submit manufacturer’s documentation for each interior adhesive and sealant’s VOC content and VOC emissions testing. Identify certification agency and submit certification agency ID number for each product.

SAMPLES: PROVIDE FULL RANGE OF AVAILABLE COLORS FOR EACH MATERIAL SUBMITTED.

C. Shop Drawings: Show text type, size and spacing, dimensions, mounting heights, layout, material descriptions, finishes, fabrication and installation details for each sign.

D. Closeout Submittals:

1. O & M Manuals: Maintenance and cleaning instructions.

2. Guarantee: Provide completed forms per Article 1.5.

1.4 SYSTEM DESCRIPTION
A. Design Requirements: Design Parking signs, Room Identification Signs (S-RI), Maximum Occupant Load signs (S-RC), Toilet Room Signs (S-TRW, S-TRD), Assistive Listening System Signs (S-ALD), Exit Signs (S-TE), and Miscellaneous Signs, as required by ADA and CBC.

1. General: Comply with Section 11B-703 for design and construction.

2. Raised Characters: Section 11B-703.2.

3. Braille Symbols: California Braille Grade 2, per Section 11B-703.3

4. Mounting Location and Height (where permanent identification is provided or where signage is required for rooms and spaces): Section 11B-703.4.

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5. Visual Characters: Section 11B-703.5.

6. Pictograms: Section 11B-703.6.

7. Symbols of Accessibility: Section 11B-703.7.2.

8. Doorways leading to Men’s, Boys’, Women’s, and Girls’ Sanitary Facilities: Provide signs that comply with applicable requirements of Sections 11B-703.7.2.6.

1.5 QUALITY ASSURANCE
A. Regulatory Requirements:

1. Comply with the 2022 California Building Code (CBC).

2. Comply with the 2010 Americans with Disabilities Act (ADA) Accessibility Guidelines.

3. All signage must be field inspected and approved after installation by the Authority Having Jurisdiction.

1.6 GUARANTEE
A. Provide in required form for a period of 1 year from date of acceptance by University.

B. Provide warranty on manufacturer’s form that products are to be free from defects in materials and workmanship for 10 years beginning at date of acceptance by University.

PART 2 - PRODUCTS

2.1 FABRICATION
A. General: Unless specified otherwise, sign copy and size shall be as shown.

B. Colors: As selected by Architect from manufacturer's full range.

C. Engraved Laminated Acrylic Signs:

1. General: 1/8 inch thick non-glare acrylic core with laminated, non-glare acrylic face in contrasting color. Engrave through face ply to expose contrasting core. Core may be opaque acrylic in selected color, or clear acrylic with selected color painted on back. Ease edges. Comply with CBC Section 11B-703.

2. Letters: Raised, raised 1/32 inch; sans-serif, uppercase; min height, 5/8 inches; max height, 2 inches; width-to-height ratio between 3:5 and 1:1; stroke ratio between 1:5 and 1:10; copy as shown.

3. Symbols: Raised 1/32 inch; international symbols as shown.

4. Braille: Dots 1/10 inch on center in each cell with 2/10 inch space between cells, raised minimum of 1/40 inch above background. Contracted grade 2.

D. Fasteners: As recommended by manufacturer; tamper-proof screws.

E. Adhesives: Subject to sustainable design requirements, as recommended by manufacturer. Where signs are installed with double-sided adhesive tape, tape shall be applied vertically along the sides with silicone construction adhesive applied in between.

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F. Backplate: To match sign material and shape at glass mounting.

G. Concrete: Per Section 03 30 00 – “Cast in Place Concrete.” PART 3 - EXECUTION

3.1 PREPARATION
A. Environmental Requirements: Do not install acrylic signs when temperature is below 70 degrees F.

3.2 INSTALLATION
A. General: Install in conformance with referenced standards, manufacturer’s written directions, as shown, and as specified.

B. Wall Mounted: Use mechanical fasteners at exterior locations and adhesive at interior locations.

C. Glass Mounted: Use clear adhesive. Install backplate aligned with sign on opposite side of glass.

3.3 CLEANING
A. Keep premises free from accumulation of waste and debris. At completion of installation remove surplus materials and debris.

B. At completion, clean exposed surfaces in a manner that will not damage finish.

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FIRE PROTECTION CABINETS 10 44 13 – 1

SECTION 10 44 13 - FIRE PROTECTION CABINETS

GENERAL

1.1 SUMMARY
A. Section includes fire-protection cabinets for portable fire extinguishers.

1.2 PREINSTALLATION CONFERENCE
A. Preinstallation Conference: Conduct conference at Project site.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Shop Drawings: For fire-protection cabinets.

1.4 CLOSEOUT SUBMITTALS
A. Maintenance data.

1.5 COORDINATION
A. Coordinate size of fire-protection cabinets to ensure that type and capacity of fire extinguishers indicated are accommodated.

B. Coordinate sizes and locations of fire-protection cabinets with wall depths.

PRODUCTS

2.1 PERFORMANCE REQUIREMENTS
A. Fire-Rated Fire-Protection Cabinets: Listed and labeled to comply with requirements in ASTM E 814 for fire-resistance rating of walls where they are installed.

2.2 FIRE-PROTECTION CABINET Insert drawing designation
A. Cabinet Type: Suitable for fire extinguisher.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Babcock-Davis.
b. Fire-End & Croker Corporation.
c. Guardian Fire Equipment, Inc.
d. JL Industries, Inc.; a division of the Activar Construction Products Group. e. Larsens Manufacturing Company.
f. Modern Metal Products, Division of Technico Inc.

B. Cabinet Construction: Nonrated, one-hour fire rated and two-hour fire rated, where indicated on drawings.

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1. Fire-Rated Cabinets: Construct fire-rated cabinets with double walls fabricated from

0.043-inch- thick cold-rolled steel sheet lined with minimum 5/8-inch- thick fire-barrier material. Provide factory-drilled mounting holes.

C. Cabinet Material: cold-rolled steel, provide standard range of colors for review.

D. Cabinet Style: Recessed, Trimless
E. Door Material: cold-rolled steel.

F. Door Style: Flush opaque panel, frameless, with no exposed hinges.

G. Door Glazing: Clear Acrylic.

H. Door Hardware: Manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated.

I. Accessories:

1. Mounting Bracket: Manufacturer's standard steel, designed to secure fire extinguisher to fire-protection cabinet, of sizes required for types and capacities of fire extinguishers indicated, with plated or baked-enamel finish.

2. Lettered Door Handle: One-piece, cast-iron door handle with the word "FIRE" embossed into face.

3. Door Lock: Cam lock that allows door to be opened during emergency by pulling sharply on door handle.

4. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated.
a. Identify fire extinguisher in fire-protection cabinet with the words "FIRE EXTINGUISHER."
1) Location: Applied to cabinet door.
2) Application Process: Silk-screened.
3) Lettering Color: Red.
4) Orientation: Vertical.

J. Materials:

1. Stainless Steel: ASTM A 666, Type 304.

2. Cold Rolled Steel

2.3 FABRICATION
A. Fire-Protection Cabinets: Provide manufacturer's standard box (tub) with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated.

EXECUTION

3.1 INSTALLATION
A. Prepare recesses for semirecessed fire-protection cabinets as required by type and size of cabinet and trim style.

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B. Install fire-protection cabinets in locations and at mounting heights indicated or, if not indicated, at heights acceptable to authorities having jurisdiction.

C. Fire-Protection Cabinets: Fasten cabinets to structure, square and plumb.

D. Identification: Apply decals at locations indicated.

E. Adjust fire-protection cabinet doors to operate easily without binding. Verify that integral locking devices operate properly.

END OF SECTION 10 44 13
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SOLID SURFACING COUNTERTOPS 12 36 61.16 – 1

SECTION 12 36 61.16 - SOLID SURFACING COUNTERTOPS

GENERAL

1.1 SUMMARY
A. Section Includes:

1. Solid surface material countertops.

2. Solid surface material integral backsplashes.

3. Solid surface material end splashes.

4. Solid surface material sinks.

1.2 ACTION SUBMITTALS
A. Product Data: For countertop materials and sinks.

B. Shop Drawings: For countertops. Show materials, finishes, edge and backsplash profiles, methods of joining, and cutouts for plumbing fixtures.

C. Samples: For each type of material exposed to view.

PRODUCTS

2.1 SOLID SURFACE COUNTERTOP MATERIALS
A. Solid Surface Material: Homogeneous-filled plastic resin complying with ICPA SS-1.

1. Products: Subject to compliance with requirements, provide products as indicated in Finish Schedule on Drawings.

B. Solid Surface Material:

1. Cast, nonporous, filled polymer, not coated, laminated or of composite construction with through body colors meeting ANSI Z124.3 or ANSI Z124.6, having minimum physical and performance properties specified.

2. Type: Provide Standard type unless Special Purpose type is indicated.

3. Colors and Patterns: As indicated in Finish Schedule on Drawings.

C. Integral Sink Bowls: Comply with CSA B45.5/IAPMO Z124.

1. Basis-of-Design Products: Subject to compliance with requirements, provide the following product or comparable product.
a. Manufacturer: Corian
b. Model and sizes: As indicated in Finish Schedule on Drawings. c. ADA compliant: Provide ADA compliant sinks at accessible locations.

2. Colors: As selected by Architect from manufacturer's full range.

D. Particleboard: ANSI A208.1, Grade M-2 and Grade M-2-Exterior Glue as recommended by Manufacturer.

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E. Plywood: Exterior softwood plywood complying with DOC PS 1, Grade C-C Plugged, touch sanded.

2.2 COUNTERTOP SUPPORT BRACKET
A. Concealed countertop steel support brackets

1. Manufacturer:
a. A&M Hardware
b. US Futaba, USF-72531

2. Size: 2.0" version: 9", 12", 18", 24" and 30" support arm lengths

3. Upper extension (EC) and without (C)

4. Mounting hardware.

5. Color: White, powder coat

6. Locations: As indicated on Drawings.

B. Exposed countertop steel support brackets

1. Manufacturer:
a. Doug Mockett, SWS-4
b. Or equal

2. Sizes: 24" and 30" support arm lengths

3. Color: Selected from full range of standard colors.

2.3 COUNTERTOP FABRICATION
A. Fabricate countertops according to solid surface material manufacturer's written instructions and to the AWI/AWMAC/WI's "Architectural Woodwork Standards."

1. Grade: Custom.

B. Configuration:

1. Front: Straight, slightly eased at top and bottom.

2. Backsplash: Integral, straight, slightly eased at corner.

3. End Splash: Matching backsplash.

C. Countertops: 1/2-inch- thick, solid surface material over 1-inch continuous substrate at open spans with front edge built up with same material with conditions as noted on Drawings.

D. Backsplashes: 1/2-inch- thick, solid surface material as detailed on Drawings.

E. Joints: Fabricate countertops in sections for joining in field with joints located away from wet areas.

F. Cutouts and Holes:

1. Undercounter Plumbing Fixtures: Make cutouts for fixtures in shop using template or pattern furnished by fixture manufacturer. Form cutouts to smooth, even curves.

G. Finish: Provide surfaces with a uniform polished finish.

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1. Semigloss: gloss range of 20-50

2.4 INSTALLATION MATERIALS
A. Adhesive: Product recommended by solid surface material manufacturer.

B. Sealant for Countertops: Comply with applicable requirements in Section 07 92 00 "Joint Sealants."

EXECUTION

3.1 INSTALLATION
A. Fasten countertops by screwing through corner blocks of base units into underside of countertop. Predrill holes for screws as recommended by manufacturer.

B. Fasten subtops to cabinets by screwing through subtops into cornerblocks of base cabinets.

Shim as needed to align subtops in a level plane.

C. Secure countertops to subtops with adhesive according to solid surface material manufacturer's written instructions.

D. Bond joints with adhesive and draw tight as countertops are set. Mask areas of countertops adjacent to joints to prevent adhesive smears.

E. Install backsplashes and end splashes by adhering to wall and countertops with adhesive.

F. Install aprons to backing and countertops with adhesive.

G. Complete cutouts not finished in shop. Mask areas of countertops adjacent to cutouts to prevent damage while cutting. Make cutouts to accurately fit items to be installed, and at right angles to finished surfaces unless beveling is required for clearance. Ease edges slightly to prevent snipping.

H. Apply sealant to gaps at walls; comply with Section 07 92 00 "Joint Sealants." END OF SECTION 12 36 61.16
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OPERATION AND MAINTENANCE OF PLUMBING 22 01 00 – 1

SECTION 21 01 00 – OPERATION AND MAINTENANCE OF PLUMBING PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. All levels of 22 00 00
B. Preparations.

1. Prior to data collection and compilation, prepare and submit in duplicate an outline of the proposed organization and content.

2. Compilation: Prepare and collect data concurrently with construction progress. Compile per submitted outline.

PART 2 - PRODUCTS

2.1 OPERATION AND MAINTENANCE MANUALS
A. Form of Submittals

1. Prepare data in form of an instructional manual for use by Owner’s personnel.

2. Cover: Identify each volume with typed or printed title, “OPERATING AND MAINTENANCE INSTRUCTION”. List:
a. Title of Project.
b. Provide indexed tabs.
c. Identify of separate structure as applicable.
d. Identity of general subject matter covered in the manual.

3. Format:
a. PDF
PART 3 - EXECUTION

3.1 OPERATION AND MAINTENANCE DATA
A. General: Record data and operation and maintenance data are complimentary. Submittal items which may be required under both categories may be included only under one submittal if a statement to that effect is included in the other submittal.

B. Quality Assurance

1. Preparation of data shall be done by personnel.
a. Trained and experienced in maintenance and operation of described products. b. Familiar with requirements of this Section.
c. Skilled as technical writer to the extent required to communicate essential data. d. Skilled as draftsman competent to prepare required drawings.

C. Content of Manual

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1. Neatly typewritten table of contents for each volume, arranged in systematic order. a. A list of each product required to be included, indexed to content of the volume. b. List, with each product, name, address and telephone number of:
1) Subcontractor or installer.
2) Maintenance contractor, as appropriate.
3) Identify area of responsibility of each.
4) Local source of supply for parts and replacement
c. Identify each product by product name and other identifying symbols as set forth in Contract Documents.

2. Product Data:
a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to:
1) Clearly identify specific product or part installed. 2) Clearly identify data applicable to installation.
3) Delete references to inapplicable information.

3. Drawings:
a. Supplement product data with drawings as necessary to clearly illustrate. 1) Relations of component parts of equipment and systems. 2) Control and flow diagrams.
b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation
c. Do not use Project Record Documents as maintenance drawings.

4. Supplement product data for the particular installation. a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions for each procedure.

5. Factory Authorized Start-Up Report.
a. Provide a factory start-up report for each piece of equipment. Contractor start-up reports, unless contractor is a factory authorized representative will not be allowed.

6. Copy of each warranty, bond and service contract issued. a. Provide information sheet for Owner’s personnel, give:
1) Proper procedures in event of failure.
2) Instances which might affect validity of warranties or bonds.

D. Manual for Equipment and Systems:

1. Submit one copy of complete manual in final form in PDF format.

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2. Content, for each unit of equipment and system, as appropriate. a. Description of unit and component parts.
1) Function normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests.
3) Complete nomenclature and commercial number of replaceable parts. b. Operating procedures:
1) Start-up, break-in, routing and normal operating instructions. 2) Regulation, control, stopping, shut-down and emergency instructions. 3) Summer and winter operating instructions.
4) Special operating instructions.
c. Maintenance Procedures:
1) Routing operations.
2) Guide to “trouble-shooting”
3) Disassembly, repair and reassemble.
4) Alignment, adjusting and checking.
d. Servicing and lubrication schedule.
1) List lubricants required.
e. Manufacturer’s printed operating and maintenance instructions. f. Description of sequence of operation by control manufacturer. g. Original manufacture’s parts list, illustrations, assembly drawings and diagrams required for maintenance.
1) Predicted life of parts subject to wear.
2) Items recommended to be stocked as spare parts.
h. As-installed control diagrams by controls manufacturer. i. Each contractor’s coordination drawings:
1) As-installed color-coded piping diagrams.
j. Charts of valve tag numbers, with location and function of each valve. k. List of original manufacturer’s spare parts, manufacturer’s current prices, and recommended quantities to be maintained in storage.
l. Other data as required under pertinent sections of specifications.

3. Content for each electric and electronic system, as appropriate. a. Description of system and component parts.
1) Function, normal operating characteristics, and limiting conditions. 2) Performance curves, engineering data and tests.
3) Complete nomenclature and commercial number of replaceable parts. b. Circuit directories of panel boards.
1) Electric service.

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2) Controls.
3) Communications
c. As-installed color coded wiring diagrams.
d. Operating procedures.
1) Routing and normal operating instructions.
2) Sequences required.
3) Special operating instructions.
e. Maintenance procedures.
1) Routine operations.
2) Guide to “trouble shooting”.
3) Disassembly, repair and reassembly.
4) Adjustment and checking.
f. Manufacturer’s printed operating and maintenance instructions. g. List of original manufacturer’s spare parts, manufacturer’s current prices, and recommended quantities to be maintained in storage.
h. Other data as required under pertinent sections of specifications. i. Additional requirements for operating and maintenance data: Respective sections of Specifications.

E. Submittal Schedule

1. Submit tow copies of preliminary draft of proposed formats and outlines of contents prior to start of work.
a. Architect will review draft and return one copy with comments.

2. Submit one copy of complete data in final form fifteen days prior to final inspection or acceptance.
a. Copy will be returned after final inspection or acceptance, with comments.

3. Submit specified number of copies of approved data in final form 10 days after final inspection or acceptance.

F. Instruction of Owner’s Personnel.

1. Prior to final inspection or acceptance, fully instruct Owner’s designated operating and maintenance personnel in operation, adjustment and maintenance of products, equipment and systems

2. Operating and maintenance manual shall constitute the basis of instruction. a. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance.

END OF SECTION 22 01 00

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COMMON WORK RESULTS FOR PLUMBING 22 05 00 – 1

SECTION 22 05 00 – COMMON WORK RESULTS FOR PLUMBING
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. This section applies to all Division 22 Plumbing Sections.

1.2 SUMMARY
A. This section includes all plumbing (equipment, fixtures, pipe and fittings, specialties) inside the building(s) and outside the building(s) to the point of connection to site plumbing systems.

B. Provide complete plumbing systems including:

1. Service connections to on-site utilities provided under the work of this Section or other Sections of the Specifications.

2. All piping systems for conduction of cold water, heated water, soil, waste and other fluids as shown or specified for plumbing work.

3. All valves, piping supports, piping penetration auxiliaries, piping protective coverings, piping, and other piping accessories as shown or specified for plumbing work.

4. All plumbing equipment and auxiliary items as specified herein or shown on the drawings.

5. All low voltage wiring for automatic fixtures as required.

C. All chemicals utilized on site as part of coating, sealant, and other products shall not contain any chemical that is listed as part of Proposition 65 known carcinogens that are identified by NTP, IARC, and the USEPA California Proposition 65 chemical repository contractors are not allowed to bring these chemicals on any California Intel site.

1.3 RELATED SECTIONS
A. Division 23 - HVAC
B. Division 26 - Electrical Work

1.4 DRAWINGS AND SPECIFICATIONS
A. For purposes of clearness and legibility, drawings are essentially diagrammatic and, although size and location of equipment are drawn to scale wherever possible, the Contractor shall make use of all data in all the contract documents and shall verify this information at building site.

B. Information presented on Drawings and in the Specifications is based upon latest data available during their preparation. The Drawings and Specifications are for the assistance and guidance of the Contractor and exact locations, distances, levels, etc. will be governed by the structures and the site the contractor shall accept same with this understanding.

C. The drawings indicate required size and points of termination of pipes, and suggest proper routes to conform to structure, avoid obstructions and preserve clearances. However, it is not intended that drawings indicate all necessary offsets, and it shall be the work of the Contractor to make the installation in such a manner as to conform to structure, avoid obstruction, preserve headroom and keep openings and passageways clear.

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1.5 DELIVERY, STORAGE AND HANDLING
A. Contractor shall be responsible for delivery, storage, protection and placing of all equipment and materials.

B. Equipment stored and installed at the job site shall be protected from dust, water or other damage. Cover all equipment stored exposed to weather.

1.6 STRUCTURAL REQUIREMENTS
A. Structural members shall not be cut or modified in any manner without specific instructions from the structural engineer.

1.7 CODES AND SAFETY ORDERS
A. All work and materials shall be in full accordance with the latest rules and regulations of the State Fire Marshall; the Safety Orders of the Division of Industrial Safety; the I.S.O. codes;

1. Latest edition of California Code of Regulations, 2019 Title 24, Part 6;

2. 2022 California Plumbing Code, Title 24, Part 5;

3. 2022 California Mechanical Code, Title 24, Part 4;

4. 2022 California Building Code, Title 24, Part 2;

5. NFPA Codes (versions as referenced in 2022 California Building Code, Title 24 Part 2, chapter 35 and 2022 California Fire Code, title 24, Part 9, chapter 80

6. Other applicable laws and regulations.

B. Nothing in the Drawings or Specifications shall be construed to permit work not conforming to these codes. Drawings and Specifications take precedence when work and materials called for exceed Code requirements.

1.8 INSTALLATION
A. Manufacturer's Instructions:

1. When specifications require that installation comply with manufacturer's printed instructions, obtain and distribute copies of such instructions to parties involved in the installation.

2. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by specifications.

3. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements.

4. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the Engineer for further instructions.

5. Do not proceed with work without clear understanding.

1.9 PERMITS AND FEES
A. Obtain all permits and pay all required fees for permits and/or utility services. Inspections required during the course of construction shall be arranged as required. On completion of the work furnish the owners representative with certificates of inspection.

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1.10 SITE CONDITIONS
A. Assume all responsibility for damage to adjoining properties; and restore property to its original condition, should damage occur as a result of the work of this section. Contractor shall thoroughly familiarize themselves with all site conditions. Should utilities not shown on the drawings be found during excavations, promptly notify the Architect for instructions as to further action. Failure to do so will make the Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown on plans.

1.11 SUBMITTALS
A. General

1. A submittal schedule shall be issued by the contractor within 15 days of award of the contract. This schedule shall allow for timely review and approval as required by the contract documents.

2. These requirements apply only to substitutions, submittals, and shop drawings.

3. The contractor shall review all submittals prior to submission to the Architect. Submittals not reviewed by the contractor will be returned to the contractor and will not be reviewed.

4. Any deviations from specified requirements shall be clearly indicated in submittals.

5. Any errors in or omissions from submittals and any consequences of these are the responsibility of the Contractor.

6. Partial or incomplete submittals may be rejected as not complying with requirements; the Contractor shall be liable for any resultant consequences.

7. Delayed submittals may be rejected as not complying with requirements. Whether accepted or rejected, delayed submittals will not be considered justification for extension of contract time or similar relief.

8. Submittals not required or permitted by the Specifications but made at the option of the Contractor, will be returned without review unless accompanied with written va lid justification.

9. Submittal items improperly included with those of another category (such as a proposed substitution included with shop drawing submittal) are not valid and will be returned without review.

10. Within 35 calendar days after award of the contract, and before fabrications and installation of any material or ordering of any materials, submit for approval one copy in PDF format of complete submittal data on specified and proposed substituted equipment and materials. Submittals shall list all materials proposed identified with drawing symbols and specific data on equipment such as arrangements, performance curves, sizes, capacity, motor locations, and other pertinent data. Check all submittals for conformance to the requirements of the Construction Documents before forwarding to the architect for each item. No consideration will be given to substitutions submitted past 35 -day limit.

The contractor shall be responsible for all quantities and errors and omissions of submittals. Furnish samples when requested.

11. Equipment and materials specified as part of the specifications and drawings are listed by two manufacturer’s names. The first named manufacturer is the basis of design. The second named manufacturer has been determined to be an equivalent in quality or utility.

The second named has not been specifically determined to conform to the first named in size, layout, electrical power, voltage, or impacts to building structure. The contractor is bound by all requirements for substitutes, as described below, for all second named manufacturers and equivalent equipment or products.

12. Each reviewed submittal will be marked to indicate review and directions as stated below.

13. Acceptance of a submittal does not relieve the Contractor of responsibility for omi ssions from the submittal or errors in the submittal.

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B. Review

1. Submittals will be reviewed for general acceptability, not necessarily including all details.

The engineers review is for general conformance with the design concept of the project and the information given in the contract documents. The contractor is solely responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating the work with that of other trades and performing all work in a safe and satisfactory manner. Corrections of comments made on this submittal during this review do not relieve contractor from compliance with the requirements of the contract documents or with its responsibilities listed herein. a. Proposed substitutes will be judged not only for the acceptability of the items themselves, but also how they will be used under the conditions of the particular project.
b. Proposed substitutions will be judged also for compliance with qualifications and conditions stipulated in paragraph 1.13.

2. Each reviewed submittal will be marked to indicate review and directions as stated below. a. Acceptance of a substitute does not waive the specified requirements. b. Once a substitution is accepted, no revision or re-submittal may be made except for pressing and valid reason and after receipts of approval to do so.

C. Review Directions

1. The notation "No Exceptions Taken" indicates that no further submittal on the particular matter is required and that the Contractor may proceed with normally ensuing action.

The notation may be applied to submittals on substitutions, shop drawings, record data, or operation and maintenance data. The submittal has only been reviewed for general conformance with the design concept of the Contract Documents. The contractor is responsible for the dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This notation does not modify the contractor's duty to comply with the contract documents.

2. The notation "Make Corrections Noted" indicates that no further submittal on the particular matter is required, but the Contractor shall make all changes or corrections noted (but no others) before proceeding with normally ensuing action. The notation may be applied to submittals on substitutions or shop drawings (but usually not record data or operation and maintenance data).

3. The notation "Amend and Resubmit" indicates that the submittal is not accepted and must be revised, resubmitted, and reviewed again. In the case of submittal on substitutions and shop drawings so noted, the Contractor shall not proceed with any normally ensuing action until the resubmittal is reviewed. The notation may be applied to submittals on substitutions, shop drawings, record data, or operation and maintenance data.

4. The notation "Rejected - See Remarks" indicates that the submittal is not accepted and that resubmittal on the same subject matter is not allowed and will not be considered.

The notation will be applied normally only to submittals on substitutions (usually not on shop drawings, record data, or operation and maintenance data).

5. The notation "Returned Without Review" indicates that the submittal or item has not been considered officially because it is either not proper, valid, required, or permitted by the Specifications and has no status or effect.

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1.12 SHOP DRAWINGS
A. The contractor is responsible for providing all shop drawings so that the design professional has the opportunity to determine if the contractor understands the contract docum ents. It is not the purpose of shop drawings to assure that the contractor is meeting the requirements of the contract documents. Review and approval of a submittal neither extends nor alters any contractual obligation.

B. Accompany all substituted equipment with shop drawings showing revised piping layouts in order to ascertain that substituted equipment does not adversely affect layout or work of others.

Shop Drawings: The following conditions apply to shop drawings:

1. Shop drawings are not and do not become Contract Documents.

2. Processed shop drawing submittals and any instructions or requirements noted thereon are a part of the work, but they may not be used as a means of increasing the scope of the work.

3. If deviations, discrepancies, or conflicts between shop drawing submittals and the Contract Documents are discovered either prior to or after the submittals are processed, the Contract Document requirements shall govern.

1.13 SUBSTITUTIONS
A. Whenever any equipment, material, or process is indicated or specified by patent of proprietary name and/or name of Manufacturer, in the Specifications and/or on the Drawings, it is understood that such specification is used to facilitate the description of the material and/or process and deemed to be followed by the words "or equal" unless noted "no substitute".

B. Substitute equipment and materials shall be equal in all respects including quality, arrangement, utility, physical size, capacity, and performance to those specified. Approval of substitute material will not relieve the contractor from complying with the requirement of the Drawings and Specifications. The contractor shall be responsible and at his own expense, for any changes caused by proposed substitutions which affect other parts of his own work or the work of othe r contractors.

C. The submittal of a proposed substitution shall clearly establish the following:

1. The item can be transported into and installed in the intended space and in the manner shown.

2. Required connections (electrical, piping, and other) can be properly made and adjoining work can be properly accomplished.

3. The proposed substitute is similar to and of substance equal to that specified, is suited to the same use as that specified, and will perform the functions required by the design.

4. Motors for proposed substitute equipment will have the same minimum differential between motor brake horsepower and motor nameplate horsepower as the specified equipment.

5. All performance requirements shall be at least equal to the specified product or equipment including noise levels, cooling capacity, heating capacity, air flow quantity, etc.

D. By submitting a proposed substitution, the Contractor agrees to the following:

1. He will assume full responsibility for any and all modifications and necessary alterations arising from the use of the substitute item or material including all cost incurred by all other trades.

2. He will assume full responsibility for any delay in the construction schedule resulting from the use of the substitution.

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3. He will prove harmless and indemnify the Owner and the Owner's design consultants from real or alleged damages that may result from the installation, use, or performance of a substitute material or product.

E. The following conditions apply to substitutions:

1. Submittals of substitutions are not and do not become part of the Contract Documents.

2. Contractor shall not order, fabricate, use, or install any substitute product or procedure unless he has received acceptance of the substitute from the Engineer.

3. Should the Contractor install any substitute product in violation of the above he shall remove it and install the specified product at his own expense.

4. The Contractor shall provide a letter stating that all the above items shall apply to all substituted products and equipment.

5. Any submittal for substituted equipment or product that does not clearly show that the substituted item is equal shall be marked rejected and no further submittal shall be allowed on the substituted item. Provide in submittal format documentation that the proposed item is exactly as specified in the contract documents.

1.14 GUARANTEE
A. Guarantee all work for one year from date of acceptance, against all defects in material, equipment and workmanship including repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship. Guarantee shall be on form supplied by the owner's representative.

1.15 RECORD DRAWINGS
A. The Contractor shall dedicate one complete full set of Contract Drawings for use in recording as-built conditions.

B. The Contractor shall update the Record Drawings as often as necessary to keep them current, but, no less than weekly.

C. Mark-up Procedure: During the construction period, maintain a complete, current set of Contract Drawings and Shop Drawings uploaded and updated within the Bluebeam program for Project Record Documents purposes. Label each document “AS-BUILT RECORD”. Keep all record documents current.

D. The Contractor shall provide a complete set of AS-BUILT RECORD Drawings in AutoCAD (drawing) file format and one complete set in PDF format.

E. A reference by number to Change Order, CCD, RFI, Field Order or other such document is not acceptable as sufficient record information on any document. Do not conceal any Work until required information has been recorded.

1. The Contractor shall mark AS-BUILT Record Drawings to indicate the actual installation where the installation varies appreciably from the installation shown originally. Give particular attention to information on concealed elements that would be difficult to identify or record later.
a. Revisions or any modification to details shown on the Contract Drawings b. Depths of various plumbing related to the main floor level. c. Horizontal or vertical location of underground utilities. d. Location of internal utilities concealed in construction. e. Points of connection for underground work.

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f. Revisions to pipe routing locations.
g. Incorporate changes made by Change order, CCD, ASI, RFI etc. h. Any new details not shown on the Contract Drawings.

2. The Contractor shall mark completely and accurately AS-BUILT Record Drawing prints of Contract Drawings or Shop Drawings, whichever is the most capable of showing actual physical conditions. Where Shop Drawings are marked, show cross-reference on the Contract Drawings location.

3. The Contractor shall mark AS-BUILT Record Drawings within BLUEBEAM with red markings. Use other colors to distinguish between changes for different categories of Work at the same location.

4. The Contractor shall note Contractor Change Directives numbers; Bid Alternate numbers; if any, Change Order numbers, and similar identification.

F. Contractor shall prepare Record Drawings: Immediately prior to inspection for Certification of Substantial Completion of the Work, review completed marked-up AS-BUILT Record Drawings with District, Project Inspector to ensure accuracy of information. Once accuracy of information is confirmed, prepare and submit a full electronic set, professionally drafted in AutoCAD format, of as-built Contract Drawings and Shop Drawings.

1. Incorporate changes and additional information previously marked on print sets. Delete, redraw, and/or add details and notations where applicable. Identify and date each Drawing; include the printed designation “AS-BUILT RECORD DRAWING” and the date prepared in a prominent location on each Drawing.

2. Distribution: Whether or not changes and additional information were recorded, organize the original marked-up set of drawings that were maintained during the construction period within BLUEBEAM into manageable sets. The sets should be label ed with all appropriate identification, including titles, dates and other information on cover sheets and submit to Owner.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS
A. Shop drawings:

1. Make all drawings to an appropriate scale, large enough to show all pertinent aspects of the item and the method of its connection into the work.

2. Make each drawing sheet in a reproducible form such a tracing, sepia, or Mylar transparency.

B. Grouping: Combine submittals in logical groupings; for example, submit Shop Drawings grouped by Sections of the Specifications, arranged in the specified sequence.

C. Shop Drawings: Four blue or black line prints of each for the Engineer.

D. Content:

1. Shop drawings may be:
a. Drawings or diagrams prepared by the Contractor, a supplier, a manufacturer, or other.
b. Typewritten data or descriptions.
c. Manufacturer’s printed brochures, descriptions, charts, instructions, or data sheets.

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E. Timing: Submit all shop drawings prior to installation of any items included in submittal.

2.2 CORROSION PROOFING
A. Corrosion Proofing / U.V. Protection: Products which will be installed outdoors, exposed to the weather, exposed to moisture, or other potentially damaging conditions shall be constructed to resist the effects of such exposure.

B. Exterior casings shall have lapped or gasketed joints effectively sealed to prevent intrusion of moisture or other injurious substances.

C. Casings, pipes, or product items shall be constructed of materials which are fully resistant to harmful substances they may normally contact, or (if ferrous) shall be galvanized after fabrication, or shall be fully protected from such substances by paint or other coating in appropriate thickness or number of coats.

D. All bolts, nuts, screws, and washers shall be Galvanized unless specified to be Stainless Steel.

E. Any exposed plastic pipe must have a U.V. inhibitor or U.V. P.

F. PROJECT SPECIFIC NOTE: Div 22 Contractor shall review exposed PVC vent through roof and apply a UV protection on any exposed vents through roof that are not protected.

2.3 MATERIAL AND EQUIPMENT
A. All material and equipment shall be new, of the type, capacity and quality specified and free from defects. All materials and equipment shall be of the same brand or manufacturer throughout for each class of material or equipment wherever possible.

2.4 ACCESS DOORS
A. Unless specified otherwise by the Architect, provide access doors of the following type:

1. Concealed hinges, prime coated with rust-inhibitive paint, style of door to suit wall, ceiling, floor or roof construction and fire rating.
a. Milcor Type M
b. Milcor Type UFR, fire resistive type Underwriters Laboratory Class B, 1-1/2 hour rating meets UBC, IBCO and BOCA codes for two hour rated walls self latching with key lock, Elmdor/Stonman Type FR or equal.

2. Minimum size; 14" by 14".

3. Wall and ceiling access doors: Furnish as required for access to valves etc.; coordinate size and location to obtain access.

4. See architectural drawings for further requirements.

2.5 IDENTIFICATION
A. Equipment: Black Phenolic Plates engraved with 1/2” high white letters. The equipment shall be identified by the equipment schedule tag numbers shown on the plans (i.e. GWH-1).

Coordinate identification numbers with electrical contractor to ensure that the disconnect switches and other electrical/mechanical equipment has consistent identification n umbers.

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2.6 MISCELLANEOUS EQUIPMENT AND MATERIALS
A. Furnish and install miscellaneous equipment and materials required for the systems described whether or not specifically shown or specified.

PART 3 - EXECUTION

3.1 ACCESSIBILITY
A. Do not install any equipment, valve, control, motor, filter, or any other device requiring maintenance or service in an inaccessible location or position. Install access doors as specified herein to render all such equipment serviceable whether specifically shown on the plans or not.

Maintain code clearance to all equipment. Coordinate location of doors with lights, etc., and locate symmetrically with same.

3.2 PREPARATION
A. Observations: Check all project drawings and specifications; report any discrepancies before proceeding with the work and in time to avoid unnecessary rework.

B. Investigation: Examine the areas, conditions, and status of other work contiguous or connecting to the work to be performed; ensure that the time of installation is coordinated with other work.

C. Interruptions of Service: Portions of this work may involve connection to existing work, facilities, or utilities ties and may require interrupting shutdowns of same. Carefully plan, coordinate and execute such work so that any interruptions will be kept to a minimum in time and occu rrence.

Submit request for shutdowns and make shutdowns only after receiving written approval from the Owner.

D. Other: Correct any unsatisfactory conditions that may impede proper execution of the work.

Ensure that all arrangements, personnel, materials, and tools are appropriate and adequate before proceeding.

3.3 INSTALLATION
A. General:

1. Material and equipment incorporated in the work shall be used or applied only for the purpose intended or specified.

2. Install piping and all equipment that requires access with minimum vertical and horizontal clearances required by OSHA for service.

3. All pipes and all other equipment shall have 2 inches minimum clearance.

4. Do not proceed with work without clear understanding.

B. Manufacturer's Instructions:

1. When specifications require that installation comply with manufacturer's printed instructions, obtain and distribute copies of such instructions to parties involved in the installation.

2. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by specifications.

3. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements.

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4. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the Engineer for further instructions.

5. Do not proceed with work without clear understanding.

3.4 LOCATION OF EQUIPMENT AND PIPING
A. Where job conditions do not permit the installation of piping, etc. in the location shown, it shall be brought to the engineer's attention immediately before fabrication of piping, etc. and the relocation required shall be determined in a joint conference.

B. The contractor will be held responsible for the relocating of any items installed without first obtaining the architect’s or engineer’s approval. Remove and relocate such items at the contractors expense as so directed by the architect or engineer.

C. Where piping is left exposed within a room, run in vertical or horizontal planes. Maintain uniform spacing between parallel lines and/or adjacent wall, floor or ceiling surfaces.

D. Horizontal runs of plumbing suspended from ceilings shall provide for maximum clearance.

E. Make minor changes in locations of equipment and piping, etc. from locations shown including minor offsets when directed by the engineer, at no additional cost to the owner.

3.5 CARE AND CLEANING
A. Clean and adjust all equipment at completion of installation to provide operating conditions satisfactory to the engineer. Remove broken, damaged or defective parts; repair or replace as directed by engineer. Remove surface material and debris resulting from this work when directed.

3.6 EQUIPMENT AND CONTROL IDENTIFICATION
A. Identify all equipment with permanently attached plates.

3.7 FLASHINGS
A. Furnish and install a waterproof flashing for each pipe or other penetration through roof or wall.

Where details are not specifically delineated, submit details for review.

3.8 PAINTING
A. Painting is included under the Painting and Finishing Section. It shall be the responsibility of the Contractor to properly protect all equipment and controls during painting operations and the Contractor shall repair and/or replace any item damaged due to painting that was not properl y protected.

3.9 ACCESS DOORS
A. Provide access doors to all concealed equipment, valves, controls, etc. Locate doors where shown or to be coordinated and symmetrically located with lights, diffusers, etc. Access doors furnished by the contractor shall be installed by the general contractor.

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3.10 OPERATION AND MAINTENANCE DATA
A. General: Record data and operation and maintenance data are complementary. Submittal items which may be required under both categories may be included only under one submittal if a statement to that effect is included in the other submittal.

B. Quality Assurance

1. Preparation of data shall be done by personnel
a. Trained and experienced in maintenance and operation of described products. b. Familiar with requirements of this Section.
c. Skilled as technical writer to the extent required to communicate essential data. d. Skilled as draftsman competent to prepare required drawings.

C. Form of Submittals

1. Prepare data in form of an instructional manual for use by Owner's personnel. a. Cover: Identify each volume with typed or printed title, "OPERATING AND MAINTENANCE INSTRUCTION". List:
b. Title of Project
c. Provide indexed tabs.
d. Identity of separate structure as applicable.
e. Identity of general subject matter covered in the manual.

2. Format
a. Electronic PDF

3. Drawings
a. Provide supporting drawings as needed.

D. Content of Manual

1. Table of contents for each volume, arranged in systematic order. a. Contractor, name of responsible principal, address and telephone number. b. A list of each product required to be included, indexed to content of the volume. c. List, with each product, name, address and telephone number of:
1) Subcontractor or installer.
2) Maintenance contractor, as appropriate.
3) Identify area of responsibility of each.
4) Local source of supply for parts and replacement.
5) Identify each product by product name and other identifying symbols as set forth in Contract Documents.

2. Product Data
a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to:
1) Clearly identify specific product or part installed.

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2) Clearly identify data applicable to installation.
3) Delete references to inapplicable information.

3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate. 1) Relations of component parts of equipment and systems. 2) Control and flow diagrams.
b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation.
c. Do not use Project Record Documents as maintenance drawings.

4. Factory Authorized Start-Up Report.
a. Provide a factory start-up report for each piece of equipment. Contractor start-up reports, unless contractor is a factory authorized representative will not be allowed.

5. Copy of each warranty, bond and service contract issued. a. Provide information sheet for Owner's personnel, give:
1) Proper procedures in event of failure.
2) Instances which might affect validity of warranties or bonds.

E. Manual for Equipment and Systems

1. Submit electronic PDF in final form.
a. Content, for each unit of equipment and system, as appropriate. 1) Description of unit and component parts.
2) Function, normal operating characteristics, and limiting conditions. 3) Performance curves, engineering data and tests.
4) Complete nomenclature and commercial number of replaceable parts. 5) Operating procedures
6) Start-up, break-in, routing and normal operating instructions. 7) Regulation, control, stopping, shut-down and emergency instructions. 8) Summer and winter operating instructions.
9) Special operating instructions.
10) Maintenance Procedures
11) Routing operations
12) Guide to "trouble-shooting".
13) Disassembly, repair and reassembly.
14) Alignment, adjusting and checking
15) Servicing and lubrication schedule.
16) List of lubricants required.
17) Manufacturer's printed operating and maintenance instructions. 18) Description of sequence of operation by control manufacturer. 19) Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance.
20) Predicted life of parts subject to wear.
21) Items recommended to be stocked as spare parts.
22) As-installed control diagrams by controls manufacturer.

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23) Each contractor's coordination drawings.
24) As-installed color coded piping diagrams.
25) Charts of valve tag numbers, with location and function of each valve. 26) List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 27) Other data as required under pertinent sections of specifications. 28) Content, for each electric and electronic system, as appropriate. 29) Description of system and component parts.
30) Function, normal operating characteristics, and limiting conditions. 31) Performance curves, engineering data and tests.
32) Complete nomenclature and commercial number of replaceable parts. 33) Circuit directories of panel boards.
34) Electrical service.
35) Controls.
36) Communications
37) As-installed color coded wiring diagrams.
38) Operating procedures:
39) Routing and normal operating instructions.
40) Sequences required
41) Special operating instructions
42) Maintenance procedures
43) Routine operations
44) Guide to "trouble-shooting".
45) Disassembly, repair and reassembly.
46) Adjustment and checking.
47) Manufacturer's printed operating and maintenance instructions. 48) List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. 49) Other data as required under pertinent sections of specifications. 50) Additional requirements for operating and maintenance data: Respective sections of Specifications.

F. Instruction of Owner's Personnel

1. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in operation, adjustment and maintenance of products, equipment and systems.

2. Operating and maintenance manual shall constitute the basis of instruction. a. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance.

3.11 RECORD DATA
A. Compilation

1. Record and collect information concurrently with construction progress and date all entries; make drawing entries within 24 hours after occurrence of change or installation requiring recording. Any concealed work covered before recording data shall be uncovered as directed or as necessary to obtain data.
a. Record information on drawing prints using an erasable colored pencil (not ink or indelible pencil); describe clearly by note or graphic line as appropriate.

2. Locate any concealed work adequately to allow future access with reasonable ease and accuracy.

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a. Identify the plan location of all stub outs, pipe lines, etc., which are buried or concealed in the structure, whether installed where shown on the contract drawings or in a different location; show actual field dimensions from column lines, wall lines, or other permanent reference lines or points.
b. In many cases on the contract drawings, the arrangement of conduits, pipes and similar items is shown schematically rather than as a precise scaled layout. Identify the actual location of these with horizontal and vertical dimensions. If such lines are exposed or readily accessible, omit dimensional identification. c. When any work is installed of size, dimension, slope, or location different from that shown on the contract drawings, note the deviation on the Project Record set. If the variations are substantial or cannot be shown clearly on the record drawings, make a new drawing and attach to the Record set.

3. On other documents
a. Where changes occur in specifications, clearly indicate same in ink, colored pencil, or rubber stamp.
b. Where installed equipment differs from that specified (e.g., by accepted substitution or change order) note in the specifications and include complete data on same.

3.12 OPERATION AND MAINTENANCE DATA
A. Preparations: Prior to data collection and compilation, prepare and submit in duplicate an outline of the proposed organization and content.

B. Compilation: Prepare and collect data concurrently with construction progress. Compile per submitted outline.

C. See Section 22 01 00 Operation and Maintenance of Plumbing.

END OF SECTION 22 05 00

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GENERAL DUTY VALVES FOR PLUMBING 22 05 23 – 1

SECTION 22 05 23 – GENERAL DUTY VALVES FOR PLUMBING PIPING PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. All Division 22 Mechanical Sections.

1.2 SUMMARY
A. See Section 22 05 00

1.3 RELATED SECTIONS
A. N/A
PART 2 - PRODUCTS

2.1 GENERAL
A. Shut-off service, domestic water

1. Ball Valves:
a. Sizes 2” and smaller: NIBCO T/S/PC-585-66-LF or T/S/PC-585HP-66-LF, 600- 1000 psi rated, threaded or sweat ends, full port, teflon seat, quarter turn handle with stops, two-piece, lead free, bronze body and stainless steel ball.

PART 3 - EXECUTION

3.1 GENERAL
A. Valves shall be full size of line in which installed. All valves shall be properly packed and lubricated. Unions shall be placed adjacent to each threaded or soldered valve or equipment connection 2" and smaller.

B. Install unions adjacent to each valve and at final connection to each piece of equipment.

C. All shutoff valves in water lines shall be or ball valves, unless otherwise shown.

END OF SECTION 22 05 23
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HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT
22 05 29 – 1

SECTION 22 05 29 – HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. All Division 23 Mechanical Sections.

1.2 SUMMARY
A. Furnish and install all plumbing work shown on the drawings, specified herein, and as required for a complete and functional installation.

B. This section includes materials and methods applicable to the work described in all Division 2 2 Plumbing Sections. Specific work requirements of individual Sections take precedence if in conflict with requirements of this Section.

1.3 SUBMITTALS
A. Submit proposed alternative methods of attachment for review and approval by the Engineer, prior to deviating from the requirements given below.

1.4 RELATED SECTIONS
A. Division 26 Electrical Work
B. Division 23 HVAC

1.5 DRAWINGS AND SPECIFICATIONS
A. Information presented on Drawings and in the Specifications is based upon latest data available during their preparation. The Drawings and Specifications are for the assistance and g uidance of the Contractor and exact locations, distances, levels, etc. will be governed by the structures and the site the contractor shall accept same with this understanding.

PART 2 - PRODUCTS

2.1 HANGERS AND SUPPORTS
A. B-Line, Superstrut, Tolco, Grinnell, or equal. Numbers are B-line.

B. Finish: Electro-Chromate or hot dipped galvanized.

C. Trapeze Suspension, for three or more pipes B-Line 1-5/8" width channel or a size suitable for load in accordance with manufacturer's published load ratings. No deflection to exceed 1 /180 of a span.

D. Trapeze Supporting Rods: Diameter sufficient to support the load with a safety factor of 5.

Anchor rods securely to building structure. See part three for minimum sizes.

E. Pipe Straps: copper coated for copper.

F. Size: For insulated pipe - pipe hangers sized to allow pipe insulation to pass continuously through the hanger.

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22 05 29 – 2

G. Insulated Pipe Shields: Utilize isolated pipe supports at all insulated pipe hanger locations.

PART 3 - EXECUTION

3.1 HANGERS AND SUPPORTS
A. General: Support all piping so that it is firmly held in place by approved iron hangers and supports and special hangers as required or as scheduled on the drawings.

1. Rigidly fasten hose faucets, and similar items at ends of pipe branches to the building construction near point of connection.

B. Hanger Installation: On all insulated pipes, install the hangers on the outside of the pipe covering and not in contact with the pipe. Burning, welding, cutting, or drilling on any structural member may only be done if approved by the structural engineer. No valve or piece of equipment shall be used to support the weight of any pipe. Provide a hanger close to the point of change of direction of pipe run in either horizontal or vertical plane. Place supports and hangers for cast iron soil pipe as close as possible to joints; when hangers or supports do not come within one foot of a branch line fitting, install an additional hanger or support at the fitting.

Protect insulation, when pipe is insulated, at each hanger with 180 degree, 18 gauge, 12 inch long G.I. Saddles.

C. Hanger rods with C-clamp type structural attachment shall be equipped with retaining straps.

D. Metallic Pipe Hanger Spacing and Rod Size Schedule: Refer to contract drawings E. Anchor pipe subject to expansion or contraction in a manner permitting strains to be evenly distributed.

F. All hangers and fasteners are subject to the approval of the Structural Engineer.

G. Provide beam clamp retaining straps for all pipe supports attached to structural beams.

END OF SECTION 22 05 29

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IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 22 05 53 – 1

PART 1 - GENERAL

1.01 SEE SECTION 23 05 00
PART 2 - PRODUCTS

2.01 IDENTIFICATION
A. Equipment: Black Phenolic Plates engraved with 1/2" high white letters. The equipment shall be identified by the mechanical equipment schedule tag numbers shown on the plans (ie.

EHW-3).

2.02 PIPE IDENTIFICATION
A. Maximum spacing for identification shall be 10 feet.

B. Identification shall be provided per the following

1. At both sides of floor or wall penetrations

2. Adjacent to all valves and flanges

3. Adjacent to all changes in direction

4. To be visible from the point of normal approach
C. Indicate flow direction and type of fluid.

D. Provide plastic labels for mechanical engraving with predrilled holes for attachment hardware.

1. Material: rigid plastic laminated impact acrylic, 2-layer, exterior grade, UV stable.

2. Thickness: 3/16 inch minimum.

3. Maximum label size: Length and width vary for required label content but, no less than 2 inches wide by 1 inch high.

4. Background color:

5. Normal power: Black, matte finish.

6. Lettering: White, machine engraved, Futura font, 3/8 inch high, all caps.

7. Maximum temperature: Able to withstand up to 160 degrees Fahrenheit.

8. Fasteners: Self-tapping stainless-steel screws, except contact type permanent adhesive where screws cannot or should not penetrate substrate.
a. Mounting screw type to be number 8 – 18 by ½ drilling or tapping style, ¼ inch hex washer head, stainless steel, or similar, appropriate for material in which sign is affixed to. A bead of silicone sealer shall be applied on back of sign and at screw locations prior to affixing sign to equipment.
b. For signs larger than 3 inches by 3 inches, use a minimum of 4 mounting screws.

2.03 PAINTED IDENTIFICATION MATERIALS
A. Stencils: Standard fiberboard stencils, prepared for required applications with the letter sizes generally complying with recommendations of ANSI A13.1 for piping and similar applications but, not less than ¾ inch high letters for access door signs and similar operational instructions.

B. Stencil paint: Standard exterior type stenciling enamel; black, except as otherwise indicated; either brushing grade or pressurized spray can form and grade.

C. Identification paint: Standard identification enamel of colors indicated or, if not otherwise indicated for piping systems, comply with ANSI A13.1 for colors.

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2.4 PIPE IDENTIFICATION
A. General requirements for Manufactured Pipe labels: Preprinted, color-coded, with lettering indicating service, and showing flow direction.

B. Self-adhesive Pipe Labels: Printed plastic with contact-type, permanent-adhesive backing. Brady/Seton, Stranco, Rowmark or equal.

C. Small pipes: For external diameters less than 6 inches, provide full-band pipe markers, extending 360 degrees around the pipe at each location, fastened by one of the following methods:

1. Snap-on application of pre-tensioned semi-rigid plastic pipe marker.

2. Adhesive lap joint in pipe marker overlap.

3. Laminated or bonded application of pipe marker to pipe (or insulation).

4. Taped to pipe (or insulation) with color-coded plastic adhesive tape, not less than 3/4 inch wide; full circle at both ends of pipe marker, tape lapped 1-1/2 inches.

5. Pipe label contents: Include identification of piping service using piping system nomenclature as specified, schedules or shown, and abbreviate only as necessary for each application. Include pipe size and an arrow indicating direction of flow.

6. Flow-Direction Arrows: Integral with piping system service lettering to accommodate both directions or as separate unit on each pipe label to indicate flow direction.

7. Lettering Size: At least 1-1/2 inches high.

D. Locate pipe markers as follows:

1. Within one foot of each valve, fitting, thermometer or gauge.

2. At each branch or riser take off.

3. At each passage through walls or ceiling construction.

4. At each passage to underground.

5. On all horizontal pipe runs every 20 feet, at least twice in each room.

6. Identify piping contents, flow direction, supply and return.

7. At wall and ceiling access panels.

8. Practible variations or changes in locations and spacing may be made with specific approval of the University’s Representive to meet specific conditions.

E. Color code shall be as follows:

1. Domestic Cold Water – Green Background with White Lettering

2. Domestic Hot Water - Green Background with White Lettering

3. Domestic Hot Water Return - Yellow Background with Black Lettering

4. Lab Air – yellow background with white text

5. Lab Vacuum – White background with black text (could have checkerboard pattern)

6. Medical Air – Yellow background with black text

7. Oxygen – Green background with white text or white background with green text

F. Pipe Letter height shall be as follows:

Outside Pipe Diameter
Including Insulation
Minimum Length of Label Minimum Height of Letters
.75” – 1.25” 8” .5”

1.5” – 2” 8” .75”

2.5” – 6” 12” 1.25”

PART 3 - EXECUTION

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3.01 EQUIPMENT IDENTIFICATION
A. Identify all equipment with permanently attached plates.

END OF SECTION
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PLUMBING INSULATION GENERAL REQUIREMENTS 22 07 00 – 1

PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. All Division 22 sections.

1.02 SECTION INCLUDES
A. This Section describes insulation materials, methods, and applications for Plumbing Work, Special or specific details, applications, features, or methods may be described in work descriptions Sections or on the drawings.

1.03 RELATED DIVISIONS
A. 21 00 00: Fire Sprinklers
B. 22 00 00: Plumbing
C. 23 00 00: HVAC

1.04 REFERENCES
A. Thermal insulation materials shall meet the property requirements of one or more of the following specifications as applicable to the specific product or end use:

1. American Society for Testing of Materials Specifications:
a. ASTM C 547, "Standard Specification for Mineral Fiber Pipe Insulation" b. ASTM C 585, "Standard Practice for Inner and Outer Diameters of Rigid Thermal Insulation for Nominal Sizes of Pipe and Tubing (NPS System)" c. ASTM C 1136, "Standard Specification for Flexible, Low Permeance Vapor Retarders for Thermal Insulation"

1.05 SYSTEM PERFORMANCE
A. Insulation materials furnished should meet the minimum thickness requirements of National Voluntary Consensus Standard 90.1 (Latest edition), "Energy Efficient Design of New Buildings," of the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE).

B. Insulation materials furnished and installed hereunder shall meet the fire hazard requirements of applicable building codes when tested in composite form per one of the following nominally equivalent test methods:

1. American Society for Testing of Materials ASTM E 84

2. Underwriters' Laboratories, Inc. UL 723, CAN/ULC-S102-M88

3. National Fire Protection Association NFPA 255
C. Molded pipe insulation shall be manufactured to meet ASTM C 585 for sizes required in the particular system.

D. Molded fibrous glass pipe insulation shall comply with the requirements of ASTM C 547.

1.06 QUALITY ASSURANCE
A. Qualifications of Installers: only a licensed firm employing installers specifically skilled and experienced in applying insulation to piping shall do Insulation work.

B. Insulation materials and accessories furnished and installed hereunder shall, where required, be accompanied by manufacturers' current submittal or data sheets showing compliance with applicable specifications listed in above.

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C. Insulation materials, including all weather and vapor barrier materials, closures, hangers, supports, fitting covers, and other accessories, shall be furnished and installed in strict accordance with project drawings, plans, and specifications.

D. Insulation materials and accessories shall be installed in a workmanlike manner by skilled and experienced workers who are regularly engaged in commercial insulation work.

E. Codes and Standards:

1. California Code of Regulations - Title 24.

2. National Fire Protection Association - 90A

3. Insulation applied to the exterior or interior surface of ducts, and the exterior surface of piping, shall be UL labeled with maximum flame-spread rating of 25 and maximum smoke- developed rating of 50 according to ASTME 84, when tested as a composite installation including insulation, facing materials, and adhesives as normally applied.

1.07 DELIVERY AND STORAGE OF MATERIALS
A. All of the insulation materials and accessories covered by this specification shall be delivered to the job site and stored in a safe, dry place with appropriate labels and/or other product identification.

B. The contractor shall use whatever means are necessary to protect the insulation materials and accessories before, during, and after installation. No insulation materi al shall be installed that has become damaged in any way.

C. If any insulation material has become wet because of transit or job site exposure to moisture or water, the contractor shall not install such material, and shall remove it from the job site. An exception may be allowed in cases where the contractor is able to demonstrate that wet insulation when fully dried out (either before installation or afterward following exposure to system operating temperatures) will provide installed performance that is equ ivalent in all respects to new, completely dry insulation. In such cases, consult the insulation manufacturer for technical assistance.

PART 2 - PRODUCTS

2.01 PLUMBING PIPING INSULATION – SEE 22 07 19
PART 3 - EXECUTION

3.01 APPLICATION/INSTALLATION
A. Use the types and thickness of insulation specified in work description Sections.

B. Apply insulations in accordance with the manufacturer's recommendations and with instructions specified herein or noted on the drawings.

C. Install insulations only after the systems, items, and equipment have been installed and tested, inspected, and accepted. Exceptions: Slip-on piping insulation and equipment insulations installed at the factory.

D. Fit insulation snugly to the item being insulated; butt all joints tightly with no voids, spaces, or thin spots.

E. Seal all joints completely; where sealing tape is used, center the tape over the joint.

F. Except where specified or necessary, do not use staples or fasteners which penetrate vapor barrier jackets or covers on cold systems or equipment; where such penetrating fasteners are used, seal each penetration completely to maintain the vapor barrier integrity. All penetrations of the ASJ and exposed ends of insulation shall be sealed with vapor barrier mastic. Vapor seals at butt joints shall be applied at every fourth pipe section joint and at each fitting to provide isolation of water incursion.

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G. Use adhesives, mastics, cements, sealants, and finishes undiluted unless specifically directed otherwise; apply per manufacturer's directions.

H. Install all indoor exposed insulation with extra care and finish neatly.

I. Follow specified methods of installation unless alternative methods are submitted and approved.

3.02 FINISHING
A. Finishes and Protection:

1. Insure that the exterior finish of all insulation is applied and complete as specified.

2. Make ready for painting, or painted to match existing including color where specified for paint.

3. Install all metal jackets or protective sheathing where specified.

B. Repair, Touchup: Properly repair and touchup all dents, rips, tears, or other damage inflicted on jackets or exterior surfaces of insulation. Breaks or punctures in the vapor barrier of external insulation will not be accepted and must be repaired prior to project acceptance.

END OF SECTION

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PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS
A. A continuous intact vapor barrier is critical for all pipes conveying fluids at temperatures less than 75° F.

B. All insulation material shall have a mold, humidity, and erosion resistant face that has met the requirements of 2019 CMC Standard No. 6-1.

C. Insulation applied to the exterior surface of pipes located in buildings shall have a flame spread of no more than 25 and smoke developed rating of not more than 50.

D. All requirements of Section 22 07 00 apply to this section.

PART 2 - PRODUCTS

2.01 IP-1 RIGID MOLDED SECTIONAL/INDOOR CONCEALED JACKET A. Regular shape (straight run).

1. Molded sectional, factory fabricated of heavy density resin bonded fibrous glass, with integral factory applied all service jack of Kraft paper/aluminum foil/glass fiber reinforcement.

2. Insulation shall have a thermal conductivity k factor of 0.23 at 75° F mean temperature and be suitable for direct application and service on piping having operating surface temperatures of -60° to 450°F.

3. Jacket shall:
a. Extend 1-1/2” (minimum) along one edge of longitudinal joint to form a sealing lap, which shall be faced inside with a paper protected pressure sensitive adhesive. b. Have a permanence rating of 0.02 perm/in. and a Beach puncture resistance of 50 units;
c. Have an exterior suitable for painting with latex or water base paint.

4. All insulation shall have composite (insulation, jacket, tape seal and adhesive used to adhere jacket to the insulation). Fire and Smoke Hazard ratings as tested under procedure ASTM E-84, NFPA 255 and UL 723, not exceeding Flame Spread of 25 and a Smoke Developed of 50. PVC fitting covers and accessories, such as adhesives, mastics, cements and cloth for fittings shall have the same component ratings.

5. Paper laminate jackets shall be permanently flame and smoke resistant. Chemicals used for treating paper in jacket laminates shall not be water soluble and shall be unaffected by water and humidity.

6. Fiberglass Schuler-Manville Micro-Lok, or equal.

B. Irregular shape (fittings, flanges, valves, etc.)

1. Fibrous glass of same density, thickness, and other properties or characteristics as the adjacent regular shape insulation either pre-molded or field forged to fit the item being insulated. The pre-molded insulation shall be provided with weather protection cover.

2.02 IP-2 RIGID MOLDED SECTIONAL/OUTDOOR JACKET
A. Regular shape (straight run).

1. Molded sectional, factory fabricated of heavy density resin bonded fibrous glass, with integral factory applied all service jacket of Kraft paper/aluminum foil/glass fiber reinforcement.

3. Jacket:

4. Straight runs: .016” thick smooth sheet aluminum finish.

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5. Irregular shapes:
a. Amerisafe, factory molded aluminum covers, or
b. Mitered aluminum sheet matching straight run jacketing, or c. Weather coating.
d. Alternative jacketing: Schuler-Manville Type ML, metal jacketing system.

6. All insulation shall have composite (insulation, jacket, tape seal and adhesive used to adhere jacket to the insulation). Fire and Smoke Hazard ratings as tested under procedure ASTM E-84, NFPA 255 and UL 723, not exceeding Flame Spread of 25 and a Smoke Developed of 50. PVC fitting covers and accessories, such as adhesives, mastics, cements and cloth for fittings shall have the same component ratings.

7. Paper laminate jackets shall be permanently flame and smoke resistant. Chemicals used for treating paper in jacket laminates shall not be water soluble and shall be unaffected by water and humidity.

8. Fiberglass Schuler-Manville Micro-Lok, or equal.

B. Irregular shape (fittings, flanges, valves, etc.)

1. Fibrous glass of same density, thickness, and other properties or characteristics as the adjacent regular shape insulation, either pre-molded or field forged to fit the item being insulated. The pre-molded insulation shall be provided with weather protection cover.

2.03 IP-3 ELASTOMERIC FOAM
A. Insulation shall be Elastomeric Foam Insulation. Insulation should have a maximum service temperature of 210° F, a minimum service temperature of -40°F, and a “K” factor of 028 at 75°F.

The flame spread of the insulation shall be 25 or less, and smoke density shall be 50 or less when tested in accordance with ASTM E84.

B. Provide U.V. protective coating for all outdoor applications. Foster 30-64, Armacell WB Coating or K-Flex 374.

C. K-Flex R-180-FS/R-1800-FS, Armacell Armaflex or equal.

2.04 IP-4 CLOSED CELL POLYOLEFIN
A. Closed cell flexible plastic foam insulation should have a “k” factor of 0.27 or less at 75°F and water vapor permeability of .2 perm-inch or less. The manufacturer shall warrant the insulation to be able to be directly buried underground without any protective jacket.

B. Closed Cell Polyolefin in tubular form shall comply with ASTM C-534, UL 94HBF, UBC 42-1 Class I, ASTM E-84 (25/50), NFPA 255 (25/50), UL 723(25/50), FMCSS-302, CAN-ULC- S102.2-M88 (25/50) Flammability Classification, MEA#267-92-M, New York.

C. Provide U.V. protective coating for all outdoor applications.

D. IMCOA Imcolock or equal.

2.05 IP-5 RIGID MOLDED SECTIONAL/INDOOR EXPOSED JACKET
A. Regular shape (straight run)

1. Molded sectional, factory fabricated of heavy density resin bonded fibrous glass, with integral factory applied all service jacket of Kraft paper/aluminum foil/glass fiber reinforcement.

2. Insulation shall have a thermal conductivity k factor of 0.23 at 75°F mean temperature and be suitable for direct application and service on piping having operating surface temperatures of -60° to 450°F.

3. Jacket:
a. Straight runs: PVC fitting covers with vapor barrier. b. Irregular shapes:
c. Zeston, Snap-Form, factory molded PVC covers, or
d. Mitered aluminum sheet matching straight run jacketing, or

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e. Alternative jacketing: Schuler-Manville Type ML, metal jacketing system.

6. Fiberglass Schuler-Manville Mico-Lok, or equal.

B. Irregular shape (fittings, flanges, valves, etc.)

PART 3 - EXECUTION

3.01 PIPING APPLICATIONS
Note: Where multiple systems are listed, contractor has the option to choose.

A. Condensate (CD) water piping above grade/indoors

1. Use System IP-4. (Closed Cell Polyolefin).
a. ¾" thickness for all sizes

2. Use System IP-1. (Rigid Molded Sectional/Indoor Jacket) with vapor barrier. a. ¾" thickness for all sizes
B. Domestic cold water (CW) piping above grade/indoors (where exposed in room – to protect from condensation):

1. Use System IP-4. (Closed Cell Polyolefin).
a. ½" thickness for all sizes

2. Use System IP-1. (Rigid Molded Sectional/Indoor Jacket) with vapor barrier. a. ½" thickness for all sizes smaller than 1”. Use 1” thickness for 1” thru 4” b. ½" thickness for all sizes smaller than 1”. Use 1” thickness for 1” thru 4” C. Domestic hot water (HW) above grade/indoors

1. Use System IP-1. (Rigid Molded Sectional/Indoor Jacket) with vapor barrier. a. For temperatures 105 to 140° F, 1” thickness for pipes smaller than 1" diameter (R - value=7.7), 1-1/2" thickness for 1" & 1-1/4” diameter pipe (R-value=12.5).

3.02 INSTALLATION
A. Unless specifically excluded herein or on the drawings, insulate all parts of hot piping systems, and condensate drains including fittings, flanges, valves, and pipe-mounted devices, except do not cover nameplates on devices.

B. Install insulation in removable sections over unions, flanges, and line components or devices requiring periodic maintenance.

C. Install insulation butted tightly to transitions such as insulated pipe shields, insulated pipe sleeves, equipment connections, etc.

D. Install insulation on piping systems so that condensation will not occur. Insulate pipe supports where hanger is directly in contact with pipe up to the point of connection to the building structure. All piping shall be supported in such a manner that neither the insulation nor the vapor/weather barrier is compromised by the hanger or the effects of the hanger. In all cases, hanger spacing shall be such that the circumferential joint may be made outside the hanger. On

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cold systems, vapor barrier shall be continuous, including material covered by the hanger saddle.

E. Treat equipment face piping as follows:

1. Where piping is subject to condensation (domestic water systems &, condensate drains) and where installed above grade outdoors (either hot or cold systems) insulate piping completely to the point of equipment connection.

2. Where not subject to condensation (hot water systems) terminate insulation at the outlet side of the equipment shut-off valve, leaving the face piping un-insulated, 24” max, unless noted otherwise, except where exposed to outdoors.

F. Install insulation materials with smooth and even surfaces. Insulate each continuous run of piping with full-length units of insulation, with single cut piece to complete run. Do not use cut pieces or scraps abutting each other. Butt insulation joints firmly to ensure complete, tight fit over all piping surfaces.

G. Maintain the integrity of factory-applied vapor barrier jacketing on all pipe insulation, protecting it against puncture, tears or other damage. All staples used on cold pipe insulation shall be coated with Foster 30-65 or Childers CP-34 vapor barrier coating to maintain vapor barrier integrity.

H. Rigid Molded Sectional/Jacketed:

1. Comply with applicable general instructions above.

2. Apply to all hot water and piping (except where specified or noted otherwise) installed above grade indoors and outdoors, concealed or exposed.

3. Seal all transverse joints (except at PVC fitting jackets) with circumferentially applied 3" (minimum) width tape of same material as the jacket, faced with the same adhesive as the longitudinal lap, or seal with Hardcast 4" wide Type DT490-C mineral impregnated woven fiber tape (synthetic fiber indoors, cotton fiber outdoors) using Hardcast FTA -20 activator/adhesive applied by brush or roller. Seal transverse joints at PVC fittings jackets with color matching PVC tape and vapor barrier mastic adhesive.

4. Fittings and valves shall be insulated with pre-formed fiberglass fittings, fabricated sections of fiberglass pipe insulation, blanket insulation, or insulating cement. Thickness shall be equal to adjacent pipe insulation. Finish shall be with pre-formed PVC fitting covers or as otherwise specified on contract drawings.

5. Flanges, couplings and valve bonnets shall be covered with an oversized pipe insulation section sized to provide the same insulation thickness as on the main pipe section. An oversized insulation section shall be used to form a collar between the two insulation sections with low-density blanket insulation being used to fill gaps. Jacketing shall match that used on straight pipe sections. Rough-cut ends shall be coated with suitable weather or vapor resistant mastic as dictated by the system location and service.

6. On hot systems where fittings are to be left exposed, insulation ends should be beveled away from bolts for easy access.

7. On cold systems, particular care must be given to vapor sealing the fitting cover or finish to the pipe insulation vapor barrier. All valve stems shall be sealed with caulking to allow free movement of the stem but provide a seal against moisture incursion.

8. Fit insulation terminations with Zeston, Snap Form, end cap jackets, or seal with Hardcast tape as specified above for joints.

9. On all piping (except equipment face piping) installed outdoors, install outdoor jacketing.

Install aluminum sheet jacket with all joints turned down at 45º below horizontal; secure in place with non-corroding bands and/or blind rivets (do not puncture vapor barrier insulation jacket). On equipment face piping (including equipment shut-off valve) coat the insulation with ¼" thick Foster 46-50 or Childers CP-10/11 (weatherproofing) mastic reinforced with glass fabric and finished with two (2) coats of aluminum paint.

10. Penetrations
a. Extend piping insulation without interruption through walls, floors, and similar piping penetrations, except where otherwise specified.

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I. Closed Cell Polyolefin:

1. Install pre slit, pre-glued closed cell polyolefin foam pipe insulation as per manufacturer's recommendations. Seal all joints and seams with Fuse-Seal Gun or with Armstrong 520 adhesive or equal in accordance with manufacturer's written instructions. Fabricate fitting covers from polyolefin foam insulation using same procedure.

2. Verify that work of this section may be installed in strict accordance with the original design, all pertinent codes and regulations, and all pertinent portions of the referenced standards.

3. In the event of discrepancy, immediately notify the Architect.

4. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

J. Install insulation in accordance with insulation manufacturer's instructions and as specified.

K. Install faced insulation with facing to occupied room side. Install non-rated facing in contact with unexposed surface of finish materials.

L. Do not install insulation over recessed light fixtures.

M. Trim insulation neatly to fit spaces. Fit insulation into crevices, spaces at outlet boxes and similar penetrations.

N. Maintain continuous foil faced vapor barrier. Provide fire resistive tape at all edges or penetrations of foil faced insulation, including batt ends.

O. Where wall insulation cavity exceeds 8 feet high, provide blocking or other approved support at 8 feet on center.

END OF SECTION

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PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Section 22 11 00, Facility Water Distribution applies to this section.

1.02 SUMMARY
A. This section includes all plumbing (equipment, fixtures, pipe and fittings, specialties) inside the building(s) and outside the building(s) to the point of connection to site plumbing systems.

B. Provide complete plumbing systems including:

1. Service connections to existing on-site utilities, and stubs for future connection to equipment provided under the work of this Section or other Sections of the Specifications.

2. All piping systems for conduction of cold water, heated water, soil, waste, fuel gas, and other fluids or gases as shown or specified for plumbing work.

3. All valves, piping supports, piping penetration auxiliaries, piping protective coverings, piping, and other piping accessories as shown or specified for plumbing work.

4. All plumbing equipment and auxiliary items as specified herein or shown on the drawings.

5. No Pro-Press or similar copper pipe joining method will be accepted.

1.03 RELATED SECTIONS
A. Section 22 05 00 - Plumbing
B. Section 22 07 00 - Insulation
C. Section 21 00 00 - Fire Protection
D. Section 23 00 00 - Heating, Ventilating, & Air Conditioning

1.04 QUALITY ASSURANCE
A. All plumbing fixtures and equipment shall comply with California Code of Regulations, Title 24, Part 6, latest edition.

1.05 REFERENCES
A. Pipes and Tubes (See 2.03 for application of pipe to be used)

1. Hard Copper Tube: ASTM B88, Types K, L and M, water tube, drawn temper.

2. Soft Copper Tube: ASTM B88, Types K and L, water tube, annealed temper.

B. Fittings

1. Wrought-Copper, Solder-Joint Pressure Fittings: ANSI B16.22.

2. Cast-Copper-Alloy, Solder-Joint Pressure Fittings: ASME B16.18, ASTM B584.

3. Cast-Copper-Alloy, Threaded -Joint Pressure Fittings: ANSI/ASME B16.15, ASTM B584.

4. Bronze Flanges: ASME B16.24, Classes 150 and 300.

5. Copper Unions: ASME B16.18, cast-copper-alloy body, hexagonal stock, with ball-and- socket joint, metal-to-metal seating surfaces, and solder-joint, threaded, or solder-joint and threaded ends. Threads complying with ASME B1.20.1.

C. Joining Materials

1. Solder Filler Metal: ASTM B32, alloys to suit system requirements.

2. Brazing Filler Metals: AWS A5.8, alloys to suit system requirements.

1.06 STRUCTURAL REQUIREMENTS

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A. Structural members shall not be cut or modified in any manner without specific instructions from the structural engineer. Where possible, offset vents and pipes rising in walls, concealed above ceilings, below plates and rise through roof. Where this is not possible, install vents and pipes through plates as detailed on structural drawings.

1.07 SUBMITTALS
A. Submit a general statement of materials and methods along with manufacturer’s technical data and installation instructions for all equipment, fixtures, pipe and fittings, and plumbing specialties to be installed.

B. Record Drawings: Per specification section 22 05 00 requirements.

C. Operation and Maintenance Manuals: Per specification section 22 01 00 requirements.

PART 2 - PRODUCTS

2.01 GENERAL
A. Adapters: Wrought copper male adapters shall be used wherever it is necessary to connect copper tubing to a valve or "tee" having threaded connections.

2.02 PIPE, FITTING, AND JOINING MATERIALS
A. Copper Water Pipe (See 2.03 for application of pipe to be used)

1. Pipe: Above grade, Type M, L, or K hard drawn copper tubing per ASTM B-88, plain ends.

2. Fittings: Solder type, wrought copper per ANSI Standard B16.22 or cast red bronze per ANSI Standard B16.18. Do not use T-drill.

3. Unions: Solder type, cast red bronze.

4. Joining Materials/Methods
a. Canfield, Silvabrite or equal lead free solder with a non-corrosive water based flux. b. 15% silver brazing alloy, water based silver brazing flux. Silver content must be clearly identified on the brazing rod.

5. Connections
a. Copper to dissimilar metals: dielectric connector.
b. Copper to threaded connections: cast brass adapters.

2.03 PIPE AND FITTING APPLICATIONS
A. Inside Building (to 5'-0" outside building line).

1. Water Piping: Above grade, Type L drawn temper, joining methods, soldered connections, below grade, Type K drawn temper copper tubing, joining methods, brazed connections.

2. Plastic pipe and fittings shall not be used inside of buildings.

PART 3 - EXECUTION

3.01 PIPING
A. Water piping

1. Run water piping generally level. No piping shall be installed to cause an unusual noise from the flow of water under normal conditions.

2. Adapters: Wrought copper male adapters shall be used wherever it is necessary to connect copper tubing to a valve or tee having threaded connections.

3. Install Bare Metal Pipe Isolators: Stoneman "Trisolator", Superstrut "Cush-a-strip", Unistrut on all hot and cold domestic water piping.

3.02 FIELD QUALITY CONTROL

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A. Water Sterilization

1. Contractor shall provide all ports, valves and isolation of new piping for testing.

2. After installation and before installing valves or making final connections, flush or purge piping systems clean of foreign substances; use water to flush piping conducting liquids and compressed air to clear piping conducting gases.

3. After completing cold and heated water systems, disinfect in accordance with curre nt requirements of U.S. Public Health Department. Use 50 parts per million of chlorine with 8 hour retention and flush to leave a residual no greater than supply source. Submit written certification of disinfecting completion by independent laboratory. After sterilization take at lease one (1) water sample per floor and have analyzed for "E-coli" to submit test results.

3.03 PIPING TESTING: TESTING CRITERIA
System Medium Pressure Duration
Water Water 150 psig 4 hours

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PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Section 22 05 00 applies to this section.

B. Provide complete plumbing systems including:

1. Service connections to existing on-site utilities, and stubs for future connection to equipment provided under the work of this Section or other Sections of the Specifications.

2. All piping systems for conduction of soil, waste, and other fluids or gases as shown or specified for plumbing work.

3. All valves, piping supports, piping penetration auxiliaries, piping protective c overings, piping, and other piping accessories as shown or specified for plumbing work.

4. All plumbing equipment and auxiliary items as specified herein or shown on the drawings.

1.03 RELATED SECTIONS
A. Section 22 05 00 - Plumbing
B. Section 22 07 00 - Insulation
C. Section 21 00 00 - Fire Protection
D. Section 23 00 00 - Heating, Ventilating, & Air Conditioning

1.04 QUALITY ASSURANCE
A. All plumbing fixtures and equipment shall comply with California Code of Regulations, Title 24, Part 6, latest edition.

1.05 REFERENCES
A. Pipes and Tubes

1. Steel Pipe: ASTM A53, Type S, Grade A, Schedule 40, seamless, black or galvanized, plain ends.

2. Copper Drainage Tube: ASTM B306, Type DWV, drawn temper.

3. Hubless, Cast-Iron Soil Pipe: CISPI 301.

B. Fittings

1. Wrought-Copper, Solder-Joint Pressure Fittings: ANSI B16.22.

2. Cast-Copper-Alloy, Solder-Joint Pressure Fittings: ASME B16.18, ASTM B584.

3. Cast-Copper-Alloy, Threaded -Joint Pressure Fittings: ANSI/ASME B16.15, ASTM B584.

4. Bronze Flanges: ASME B16.24, Classes 150 and 300.

6. Steel Pipe Nipples: ASTM A733, made of ASTM A53 or ASTM A106, Schedule 40, seamless, galvanized, carbon-steel pipe.

7. Malleable-Iron Unions: ASME B16.39, Classes 150 and 300; hexagonal stock; with ball - and-socket joint; metal-to-metal bronze seating surfaces; and female threaded ends with threads complying with ASME B1.20.1.

8. Galvanized, Cast-Iron Threaded Fittings: ASME B16.4, Classes 125 and 250; standard pattern; with threads complying with ASME B1.20.1.

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9. Wrought-Copper, Solder-Joint, DWV Drainage Fittings: ASME B16.29.

10. Cast-Copper-Alloy, Solder-Joint, DWV Drainage Fittings: ASME B16.23.

11. Plastic Pipe Sleeves: ASTM C564 rubber for cast-iron soil pipe and ASTM F477 elastomeric seal.

C. Joining Materials

1. CISPI Couplings for Hubless, Cast-Iron Soil Pipe and Fittings: CISPI 310, having ASTM C564 neoprene sealing sleeve, with 300 series stainless-steel, corrugated shield-and- clamp assembly.

2. Solder Filler Metal: ASTM B32, alloys to suit system requirements.

3. Brazing Filler Metals: AWS A5.8, alloys to suit system requirements.

4. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

D. Plastic Pipe Seals: ASTMF477, elastomeric gasket.

1.06 STRUCTURAL REQUIREMENTS
A. Structural members shall not be cut or modified in any manner without specific instructions from the structural engineer. Where possible, offset vents and pipes rising in walls, concealed above ceilings, below plates and rise through roof. Where this is not possible, install vents and pipes through plates as detailed on structural drawings.

B. Record Drawings: Per specification section 22 05 00 requirements.

C. Operation and Maintenance Manuals: Per specification section 22 05 00 requirements.

PART 2 - PRODUCTS

2.01 GENERAL
A. Adapters: Wrought copper male adapters shall be used wherever it is necessary to connect copper tubing to a valve or "tee" having threaded connections.

2.02 PIPE, FITTING, AND JOINING MATERIALS
A. Hubless Cast-Iron/Sleeve-Clamped Joints

1. Pipe: Service weight cast iron, hubless, with hot coal tar pitch coating inside and outside, per Cast-Iron Soil Pipe Institute Standard 301.

2. Fittings: Hubless type, Tyler No-Hub Coupling, each matched with pipe and identified with the manufacturer's name or trademark, the Cast-Iron Soil Pipe Institute symbol, and the pipe size. Those for connections to other types of piping - approved cast-iron adapter/transition type.

3. Joining Materials/Methods: Husky Series 4000 (Blue shield) or Mission Heavy Weight Orange shield), 4-band, on pipes over 3”, neoprene sleeve type conforming to ASTM C564 specifically designed for connecting hubless cast-iron pipe, coated with manufacturer's recommended lubricant before installing; four type 304 stainless steel band clamps with a type 305 stainless steel worm drive screw, and corrugated shield over sleeve; use standard, 4-band, no-hub couplings on 3” and less.
1) “Tyler, Standard”, two band stainless steel coupling, Stainless Steel screw housing, Stainless Steel shield, shall be used for vent piping and sizes and is allowed for sanitary waste of size 2” of less.

4. Wedge lock joints at rainwater leaders to underground drain.

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5. Cleanout Plugs: Use Armite Joint Seal compound No. 411, or Enterprise Commercial Thread-Seal.

B. Steel/Cast-Iron Threaded Drainage Fittings

1. Pipe: Galvanized steel per ASTM A-120, threaded ends, standard weight Schedule 40.

2. Fittings: Cast-iron threaded drainage type, black coated, with recessed shoulder and pitched threads, per ASTM A-126, Class B.

C. Copper DWV Pipe: DWV drainage tubing per ASTM B-306-86, plain ends for pipe 1 ½” and larger.

1. Fittings shall be solder type, wrought copper drainage fittings per ANSI Standard B16.29-

86. 2. Joining Materials/Methods: Canfield, Silvabrite or equal lead free solder with a non-corrosive water based flux.

3. Connections:
a. Copper to dissimilar metals: dielectric connector.
b. Copper to threaded connections: cast brass adapters.

D. Steel/Threaded Fittings

1. Pipe: Black or galvanized steel per ASTM A-53 seamless, threaded ends, standard weight Schedule 40 or Schedule 80.

2. Fittings
a. Black or galvanized (to match pipe) banded malleable iron, threaded, ASTM A-197, 150 lb. standard or 300 lb. extra heavy per ANSI Standard B16.3 (to match pipe schedule).
b. Black or galvanized (to match pipe) banded cast iron, threaded, per ASTM A-126 Class B, 125 lb. standard or 250 lb. extra heavy per ANSI Standard B16.4 (to match pipe schedule).

3. Unions: AAR 300 lb. malleable iron, black or galvanized (to match pipe).

4. Joining Materials/Methods
a. Rectorseal or pure lead and graphite thread lubricant. b. Permacel, P-412 1/2" wide teflon pipe joint sealant.

2.03 PIPE AND FITTING APPLICATIONS
A. Inside Building (to 5'-0" outside building line).

1. Soil, waste and vent piping
a. Below slab, service weight cast iron soil pipe and fittings, asphaltic coated for sizes 2 1/2" and smaller. Above floor from 6" above slab shall be galvanized steel pipe or service weight cast iron soil pipe and fittings, asphaltic coated for sizes 2 1/2" and smaller. Urinal waste shall be service weight cast iron soil pipe and fittings, asphaltic coated. Sizes 3" and larger shall be service weight cast iron soil pipe and fitting s, asphaltic coated.
b. Fittings
1) Contractor may use "No-Hub" "Husky" joints per manufacturers published instructions for installation. No-Hub fittings for waste and soil pipe shall be four band stainless steel type for all pipe sizes.
a) Two band stainless steel couplings, Stainless Steel screw housing, Stainless Steel shield may be used for waste piping of size 2” and less. 2) “Tyler, Standard”, two band stainless steel coupling, Stainless Steel screw housing, Stainless Steel shield, shall be used for vent piping. c. As an alternate use, copper DWV Pipe.

2. Condensate Drain Piping:
a. Inside buildings provide ASTM B88, Type M copper tubing and fittings. Provide Wye fittings with capped cleanout plug for tubing up to 1 inch size. Provide wrought or cast DWV fittings for sizes 1-1/4 inch and larger.

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b. Outside buildings provide ASTM B88, Type L copper pipe and fittings, cast iron drain pipe and fittings or Schedule 40 galvanized steel pipe and cast iron drain or vent fittings.]
c. Connect condensate drains to mechanical equipment per equipment manufacturer's recommendations; provide P-trap where required. Slope piping to drain, with 1 inch in 10 foot minimum pitch. Provide di-electric couplings or unions at connections to dissimilar materials.
d. Where Drawings indicate installation of mechanical equipment on spring isolation rails spring mounted curbs, or spring hangers, provide threaded metal connector at mechanical equipment, Metraflex Model SST, or equal by Unisource Mfg. Co., or Flexicraft Industries. Arrange flexible connection to ensure drainage of condensate, and support flexible connection at each end of connector, to ensure proper alignment. e. Where condensate drain P-traps are required, install trap using Wye fitting on inlet and outlet of trap. Provide cap on top of each Wye, made removable for cleaning and inspection. Drill 1/8 inch diameter hole in cap at outlet of the trap to allow venting of the system. Minimum depth of trap should be 4 inches, or as recommended by the manufacturer in printed literature.
f. Provide cleanout tees or “Y” at each change in direction.

PART 3 - EXECUTION

3.01 EQUIPMENT
A. Install equipment in accordance with the manufacturer’s installation instructions, as specified herein, and as detailed on the drawings.

3.02 PIPING
A. Sewer Piping: Run all horizontal sanitary piping inside of the building at a uniform grade of not less than ¼" per foot unless otherwise noted on the drawings. Sewers shall have invert elevations as shown and slope uniformly between given elevations. All drainage piping shall be run as straight as possible and shall have long radius bends. All offsets shall be made at an angle of 45 degrees or less. All vent piping shall be graded so as to free itself quickly of any water or condensation. Where possible, groups of vent risers shall be jointed togethe r with one enlarged outlet through roof.

1. Install clean-outs of the same diameter of pipe in all horizontal soil and waste lines where indicated and at all points of change in direction and at base of all soil or waste drops.

Locate-clean outs not less than 18” from building construction so as to provide sufficient space for rodding. No horizontal runs of more than 100 feet shall be without clean -out.

2. Clean-outs in floors shall be protected with a cover taped in place and removed at completion of concrete work.

3. Provide trap at each inlet to sanitary sewer system. Provide trap primers where shown and as required by code.

B. Condensate drain piping

1. Provide "P" trap having 2" minimum trap seal.

2. Install trap with top of trap outlet 2" minimum below bottom of condensate collection pan, and within 12" of pan outlet.

3. Make changes in direction in the condensate drain line using tees; fit the free leg of the tee with a screwed plug for clean-outs. Provide additional such clean-outs where required by code or where necessary for cleaning drain line.

4. Extend condensate drain line to appropriate disposal point as shown on contract drawings.

5. Insulation: Provide insulation as shown or specified (Section 22 07 00).

3.03 VENT LOCATIONS

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A. Plumbing fixture vents have been combined wherever possible to minimize the number of roof penetrations.

B. Roof penetrations have been coordinated with penetrations of other trades, etc.

C. Plumbing contractor shall not shift or relocate vents through the roof or other penetrations from the locations shown without prior approval of the Engineer.

3.04 FIELD QUALITY CONTROL
A. Piping Testing:

1. Testing Criteria
System Medium Pressure Duration
Drainage and Vent Water 10 ft water 15 minutes

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PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Section 22 01 00 applies to this section.

B. Provide complete plumbing systems including:

1. Service connections to existing on-site utilities, and stubs for future connection to equipment provided under the work of this Section or other Sections of the Specifications.

2. All piping systems for conduction of cold water, heated water, soil, waste, fuel gas, and other fluids or gases as shown or specified for plumbing work.

3. All valves, piping supports, piping penetration auxiliaries, piping protective coverings, piping, and other piping accessories as shown or specified for plumbing work.

4. All plumbing equipment and auxiliary items as specified herein or shown on the drawings.

1.03 RELATED SECTIONS
A. Section 22 05 00 - Plumbing
B. Section 22 07 00 - Insulation
C. Section 21 00 00 - Fire Protection
D. Section 23 00 00 - Heating, Ventilating, & Air Conditioning PART 2 - PRODUCTS

2.01 PIPING ACCESSORIES
A. Cleanouts: Model Numbers are Josam.

1. Vertical: polished bronze cover.

2. Floor: nickel-bronze cover. Provide carpet clean out marker in carpeted areas.

3. Grade: C.I. with brass plug set in concrete.

4. Use floor clean outs located in walks.

2.02 PIPING PENETRATION AUXILLIARIES
A. Sleeves Below Slab or Grade: Metraseal model MS or equal with schedule 80 PVC sleeve. The seal shall be capable of withstanding a hydrostatic pressure of 20 psig. The seal shall be constructed of synthetic rubber with heavy-duty plastic pressure plates. All bolts and nuts shall be constructed of stainless steel.

1. Escutcheons: Polished chrome plated brass or painted metal.

PART 3 - EXECUTION

3.01 EQUIPMENT
A. Install equipment in accordance with the manufacturer’s installation instructions, as specified herein, and as detailed on the drawings.

3.02 VALVES AND FLANGES
A. Cathodic Protection: Install insulated flanges or dielectric unions at points of connection between pipes and equipment as follows: (1) between copper or brass piping and steel or cast iron pipe. (2) Between copper or brass piping and any steel material.

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3.03 FIELD QUALITY CONTROL
A. Piping Testing: Testing Criteria
System Medium Pressure Duration
Drainage and Vent Water 10 feet water 15 minutes

END OF SECTION

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PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. The requirements of the GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIAL CONDITIONS and DIVISION 1 GENERAL REQUIREMENTS, apply to the work of this section.

B. Section 22 05 00 applies to this section.

1.02 SUMMARY
A. This section includes all plumbing fixtures.

1.03 RELATED SECTIONS
A. Section 22 05 00 – Common Work Results For Plumbing
B. Section 22 07 00 - Insulation
C. Section 21 00 00 - Fire Protection

1.04 QUALITY ASSURANCE
A. All plumbing fixtures and equipment shall comply with California Code of Regulations, Title 24, Part 6, latest edition.

B. 2022 CBC 11B-604

1.05 SUBMITTALS
A. Submit a general statement of materials and methods along with manufacturer’s technical data and installation instructions for all equipment, fixtures, pipe and fittings, and plumbing specialties to be installed.

B. Record Drawings: Per specification section 22 05 00 requirements.

C. Operation and Maintenance Manuals: Per specification section 22 05 00 requirements.

PART 2 - PRODUCTS

2.01 GENERAL
A. See fixture and equipment schedules on drawings.

PART 3 - EXECUTION

3.01 PLUMBING FIXTURES
A. All fixtures shall be furnished as scheduled. All finished plumbing shall be accurately lined up and where batteries of fixtures occur, special care shall be taken with the roughing-in and finished plumbing.

B. The number and position of all plumbing fixtures are shown on the plumbing drawings. Consult architectural drawings for the location dimensions and mounting heights of fixtures. Heights shall comply with the C.B.C., the latest handicapped requirement, and all ADA requirements.

C. All water supplied to fixtures shall be provided with Speedway loose key compression shut -off stops. Combination fixtures shall have compression stop on each water supply fitting.

Concealed stops shall be Crane 9H-313 or equal.

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D. All finish for exposed metal trim on any fixture shall be polished chromium plated. This shall include wall flanges, nuts, and washers. Handles on all faucets and stops shall be of all metal, chromium plated. Porcelain caps secured with putty shall be provided and installed for all exposed bolt heads.

E. All fixtures shall be properly and securely installed and supported as required and approved.

Fixtures set against concrete walls shall be bolted thereto. Fixtures secured to partitions shall be securely bolted to the wall carrier fittings with foot supports, and shall be provided in types as required to suit the particular installation and fixture.

F. Connection between fixtures and flanges on soil pipe shall be made absolutely gas tight and water tight with graphite type gaskets (wall hung fixture) or Fedar's closet setting compound (floor outlet fixtures). Rubber gaskets, or putty will not be permitted.

G. Fixtures not having integral traps shall be provided with "P" traps of chromium plated solderless seamless brass with trap screw at bottom and connected to concealed waste in wall sanitary fittings. All trap tail pieces shall be 17 gauge minimum.

H. Unions on waste pipes on fixture side of traps may be slip or flange joints with soft rubber or lead gaskets.

I. Comply with State handicapped requirements regarding flow control devices, fixture mounting heights, insulation of piping under fixtures, etc.

J. Furnish and install stainless steel Hudee frames for counter mounted fixtures unless "Self-Rimming".

K. Grout all voids between fixtures and adjacent surfaces with 100% white Dow Silicon sealant.

L. All hot water fixtures except janitors sinks to be provided with thermostatic mixing valves (see Contract Drawings) set at 110F (confirm with temperatures listed on contract drawings and notify engineer of record for any discrepancies).

END OF SECTION

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PART 1 - GENERAL

1.01 RELATED DOCUMENTS

1.02 ALL LEVELS OF 23 00 00.

1.03 SUBMITTALS
A. General:

1. Refer to Section 01 00 00.

B. Preparations.

1. Prior to data collection and compilation, prepare and submit in duplicate an outline of the proposed organization and content.

2. Compilation: Prepare and collect data concurrently with construction progress. Compile per submitted outline.

PART 2 - PRODUCTS

2.01 OPERATION AND MAINTENANCE MANUALS
A. Form of Submittals

1. Prepare data in form of an instructional manual for use by Owner’s personnel. a. Cover: Identify each volume with typed or printed title, “OPERATING AND MAINTENANCE INSTRUCTION”. List:
b. Title of Project.
c. Provide indexed tabs.
d. Identify of separate structure as applicable.
e. Identity of general subject matter covered in the manual.

2. Format:
a. PDF.
b. Text: Manufacturer’s printed data.
c. Drawings:

3. Provide description of product and major component parts of equipment.

4. Provide indexed tabs.

PART 3 - EXECUTION

3.01 OPERATION AND MAINTENANCE DATA
A. General: Record data and operation and maintenance data are complimentary. Submittal items which may be required under both categories may be included only under one submittal if a statement to that effect is included in the other submittal.

B. Quality Assurance

1. Preparation of data shall be done by personnel.
a. Trained and experienced in maintenance and operation of described products. b. Familiar with requirements of this Section.

C. Content of Manual

1. Provide table of contents for each volume, arranged in systematic order. a. A list of each product required to be included, indexed to content of the volume. b. List, with each product, name, address and telephone number of:
1) Subcontractor or installer.
2) Maintenance contractor, as appropriate.
3) Identify area of responsibility of each.
4) Local source of supply for parts and replacement.

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c. Identify each product by product name and other identifying symbols as set forth in Contract Documents.

D. Manual for Equipment and Systems:

1. Content, for each unit of equipment and system, as appropriate. a. Description of unit and component parts.
1) Function normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests.
3) Complete nomenclature and commercial number of replaceable parts. b. Operating procedures:
1) Start-up, break-in, routing and normal operating instructions. 2) Regulation, control, stopping, shut-down and emergency instructions. 3) Summer and winter operating instructions.
4) Special operating instructions.
c. Maintenance Procedures:
1) Routing operations.
2) Guide to “trouble-shooting”
3) Disassembly, repair and reassemble.
4) Alignment, adjusting and checking.
d. Servicing and lubrication schedule.
1) List lubricants required.
e. Manufacturer’s printed operating and maintenance instructions. f. Description of sequence of operation by control manufacturer. g. Original manufacture’s parts list, illustrations, assembly drawings and diagrams required for maintenance.
1) Predicted life of parts subject to wear.
2) Items recommended to be stocked as spare parts.
h. As-installed control diagrams by controls manufacturer. i. Each contractor’s coordination drawings:
1) As-installed color-coded piping diagrams.
j. Charts of valve tag numbers, with location and function of each valve. k. List of original manufacturer’s spare parts, manufacturer’s current prices, and recommended quantities to be maintained in storage.

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l. Other data as required under pertinent sections of specifications. m. Content for each electric and electronic system, as appropriate. n. Description of system and component parts.
1) Function, normal operating characteristics, and limiting conditions. 2) Performance curves, engineering data and tests.
3) Complete nomenclature and commercial number of replaceable parts. o. Circuit directories of panel boards.
1) Electric service.
2) Controls.
3) Communications
p. As-installed color coded wiring diagrams.
q. Operating procedures.
1) Routing and normal operating instructions.
2) Sequences required.
3) Special operating instructions.
r. Maintenance procedures.
1) Routine operations.
2) Guide to “trouble shooting”.
3) Disassembly, repair and reassembly.
4) Adjustment and checking.
s. Manufacturer’s printed operating and maintenance instructions. t. List of original manufacturer’s spare parts, manufacturer’s current prices, and recommended quantities to be maintained in storage.
u. Other data as required under pertinent sections of specifications. v. Additional requirements for operating and maintenance data: Respective sections of Specifications.

E. Instruction of Owner’s Personnel.

1. Prior to final inspection or acceptance, fully instruct Owner’s designated operating and maintenance personnel in operation, adjustment and maintenance of products, equipment and systems

2. Operating and maintenance manual shall constitute the basis of instruction. a. Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance.

END OF SECTION

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PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. The requirements of the GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIAL CONDITIONS and DIVISION 1 GENERAL REQUIREMENTS, apply to the work of this section.

B. This section applies to all Division 23 Mechanical Sections.

1.02 SUMMARY
A. Furnish and install all mechanical work shown on the drawings, specified herein, and as required for a complete and functional installation.

B. This section includes materials and methods applicable to the work described in all Division 23 Mechanical Sections. Specific work requirements of individual Mechanical Sections take precedence if in conflict with requirements of this Section.

1.03 RELATED SECTIONS
A. Division 26 - Electrical Work
B. Division 22 - Plumbing

1.04 DRAWINGS AND SPECIFICATIONS
A. For purposes of clearness and legibility, drawings are essentially diagrammatic and, although size and location of equipment are drawn to scale wherever possible, the Contractor shall make use of all data in all the contract documents and shall verify this information at building site.

B. Information presented on Drawings and in the Specifications is based upon latest data available during their preparation. The Drawings and Specifications are for the assistan ce and guidance of the Contractor and exact locations, distances, levels, etc. will be governed by the structures and the site the contractor shall accept same with this understanding.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Contractor shall be responsible for delivery, storage, protection and placing of all equipment and materials.

B. Equipment stored and installed at the job site shall be protected from dust, water or other damage. Cover all equipment stored exposed to weather.

1.06 STRUCTURAL REQUIREMENTS
A. Structural members shall not be cut or modified in any manner without specific instructions from the structural engineer.

1.07 CODES AND SAFETY ORDERS
A. All work and materials shall be in full accordance with the latest rules and regulations of the State Fire Marshall; the Safety Orders of the Division of Industrial Safety; the I.S.O. codes;

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1. 2022 California Plumbing Code, Title 24, Part 5;

2. 2022 California Mechanical Code, Title 24, Part 4;

3. 2022 California Building Code, Title 24, Part 2;

4. NFPA Codes (versions as referenced in 2022 California Building Code, Title 24 Part 2, chapter 35 and 2022 California Fire Code, title 24, Part 9, chapter 80), and other applicable laws and regulations.

B. Nothing in the Drawings or Specifications shall be construed to permit work not conforming to these codes.

C. Drawings and Specifications take precedence when work and materials called for exceed Code requirements.

1.08 INSTALLATION
A. Manufacturer's Instructions:

1. When specifications require that installation comply with manufacturer's printed instructions, obtain and distribute copies of such instructions to parties involved in the installation.

2. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by specifications.

3. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements.

4. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the Engineer for further instructions.

5. Do not proceed with work without clear understanding.

6. Arrange for pipe spaces, chases, slots and openings in building structure during progress of construction, to accommodate mechanical system installation.

7. Coordinate installation of supporting devices. Set sleeves in poured-in-place concrete and other structural components during construction.

8. Coordinate requirements for access panels and doors for mechanical items requiring access where concealed behind finished surfaces.

9. Coordinate with other trades equipment locations, pipe, duct and conduit runs, electrical outlets and fixtures, air inlets and outlets, and structural and architectural features. Provide information on location of piping and seismic bracing to other trades as required for a completely coordinated project.

1.09 PERMITS AND FEES
A. Obtain all permits and pay all required fees for permits and/or utility services. Inspections required during the course of construction shall be arranged as required. On completion of the work furnish the owners representative with certificates of inspection.

B. Include in bid all costs for gas service including meter, regulators and service line installed by a gas utility company or a gas utility company approved contractor.

1.10 SITE CONDITIONS
A. Assume all responsibility for damage to adjoining properties; and restore property to its original condition, should damage occur as a result of the work of this section. Contractor shall thoroughly familiarize himself with all site conditions. Should utilities not shown on the drawings be found during excavations, promptly notify the Architect for instructions as to further action.

Failure to do so will make the Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown on plans.

1.11 SUBMITTALS

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A. General

1. A submittal schedule shall be issued by the contractor within 15 days of award of the contract. This schedule shall allow for timely review and approval as required by the contract documents.

2. These requirements apply only to substitutions, submittals, and shop drawings.

3. The contractor shall review all submittals prior to submission to the Architect. Submittals not reviewed by the contractor will be returned to the contractor and will not be reviewed.

4. Any deviations from specified requirements shall be clearly indicated in submittals.

5. Any errors in or omissions from submittals and any consequences of these are the responsibility of the Contractor.

6. Partial or incomplete submittals may be rejected as not complying with requirements; the Contractor shall be liable for any resultant consequences.

8. Submittals not required or permitted by the Specifications but made at the option of the Contractor, will be returned without review unless accompanied with written valid justification.

9. Submittal items improperly included with those of another category (such as a proposed substitution included with shop drawing submittal) are not valid and will be returned without review.

Submittals shall list all materials proposed identified with drawing symbols and specific data on equipment such as arrangements, performance curves, sizes, capacity, motor locations, and other pertinent data. Check all submittals for conformance to the requirements of the Construction Documents before forwarding to the architect for each item. No consideration will be given to substitutions submitted past 35 day limit. The contractor shall be responsible for all quantities and errors and omissions of submittals. Furnish samples when requested.

11. Equipment and materials specified as part of the specifications and drawings are listed by two manufacturers names. The first named manufacturer is the basis of design. The second named manufacturer has been determined to be an equivalent in quality or utility.

12. Each reviewed submittal will be marked to indicate review and directions as stated below.

13. Acceptance of a submittal does not relieve the Contractor of responsibility for omissions from the submittal or errors in the submittal.

1.12 REVIEW
A. Submittals will be reviewed for general acceptability, not necessarily including all details. The engineers review is for general conformance with the design concept of the project and the information given in the contract documents. The contractor is solely responsible fo r confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating the work with that of other trades and performing all work in a safe and satisfactory manner. Corrections of comments made on this submittal during this review do not relieve contractor from compliance with the requirements of the contract documents or with its responsibilities listed herein.

1. Proposed substitutes will be judged not only for the acceptability of the item s themselves, but also how they will be used under the conditions of the particular project.

2. Proposed substitutions will be judged also for compliance with qualifications and conditions stipulated in paragraph 1.12.

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B. Each reviewed submittal will be marked to indicate review and directions as stated below.

1. Acceptance of a substitute does not waive the specified requirements.

2. Once a substitution is accepted, no revision or resubmittal may be made except for pressing and valid reason and after receipts of approval to do so.

1.13 REVIEW DIRECTIONS
A. The notation "No Exceptions Taken" indicates that no further submittal on the particular matter is required and that the Contractor may proceed with normally ensuing action. The notation may be applied to submittals on substitutions, shop drawings, record data, or operation and maintenance data. The submittal has only been reviewed for general conformance with the design concept of the Contract Documents. The contractor is responsible for the dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means and methods of construction; coordination of the work of all trades; and performing all work in a safe and satisfactory manner. This notation does not modify the contractor's duty to comply with the contract documents.

B. The notation "Make Corrections Noted" indicates that no further submittal on the particular matter is required, but the Contractor shall make all changes or corrections noted (but no others) before proceeding with normally ensuing action. The notation may be applied to submittals on substitutions or shop drawings (but usually not record data or operation and maintenance data).

C. The notation "Amend and Resubmit" indicates that the submittal is not accepted and must be revised, resubmitted, and reviewed again. In the case of submittal on substitutions and shop drawings so noted, the Contractor shall not proceed with any normally ensuing action until the resubmittal is reviewed. The notation may be applied to submittals on substitutions, shop drawings, record data, or operation and maintenance data.

D. The notation "Rejected - See Remarks" indicates that the submittal is not accepted and that resubmittal on the same subject matter is not allowed and will not be considered. The notation will be applied normally only to submittals on substitutions (usually not on shop drawings, record data, or operation and maintenance data).

E. The notation "Returned Without Review" indicates that the submittal or item has not been considered officially because it is either not proper, valid, required, or permitted by the Specifications and has no status or effect.

1.14 SHOP DRAWINGS
A. The contractor is responsible for providing all shop drawings as described below so th at the design professional has the opportunity to determine if the contractor understands the contract documents. It is not the purpose of shop drawings to assure that the contractor is meeting the requirements of the contract documents. Review and approval of a submittal neither extends nor alters any contractual obligation.

B. Accompany all substituted equipment with shop drawings showing revised ductwork and/or piping layouts in order to ascertain that substituted equipment does not adversely affect layou t or work of others. Shop Drawings: The following conditions apply to shop drawings:

1. Shop drawings are not and do not become Contract Documents.

2. Processed shop drawing submittals and any instructions or requirements noted thereon are a part of the work, but they may not be used as a means of increasing the scope of the work.

1.15 SUBSTITUTIONS

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A. Whenever any equipment, material, or process is indicated or specified by patent of proprietary name and/or name of Manufacturer, in the Specifications and/or on the Drawings, it is understood that such specification is used to facilitate the description of the material and/or process and deemed to be followed by the words "or equal" unless noted "no substitute".

B. Substitute equipment and materials shall be equal in all respects including quality, arrangemen t, utility, physical size, capacity, and performance to those specified. Approval of substitute material will not relieve the contractor from complying with the requirement of the Drawings and Specifications. The contractor shall be responsible and at his own expense, for any changes caused by proposed substitutions which affect other parts of his own work or the work of other contractors.