Hermosa Beach City Council
July 9, 2024

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -10
a) Exception: exterior doors’ pressure-to-open may be increased to 8.5- pounds if: at a single location, and one of a bank of eight leafs or fraction of eight, and one leaf of this bank is fitted with a low- or high-energy operator.

7. Separate adjusting valves for closing speed, latching speed and backcheck, fourth valve for delayed action where scheduled.

8. Extra-duty arms (EDA) at exterior doors scheduled with parallel arm units.

9. Exterior door closers: tested to 100 hours of ASTM B117 salt spray test, furnish data on request.

10. Exterior doors: seasonal adjustments not required for temperatures from 120 degrees F to -30 degrees F, furnish checking fluid data on request.

11. Non-flaming fluid, will not fuel door or floor covering fires.

12. Pressure Relief Valves (PRV) not permitted.

13. Accepted substitutions: None, as directed by Architect/Owner.

2.6 OTHER HARDWARE
A. Automatic Flush Bolts: Low operating force design.

B. Overhead Stops: Non-plastic mechanisms and finished metal end caps. Fieldchangeable hold-open, friction and stop-only functions.

C. Kick Plates: Four beveled edges, .050 inches minimum thickness, height and width as scheduled. Sheet-metal screws of bronze or stainless steel to match other hardware.

D. Door Stops: Provide stops to protect walls, casework or other hardware.

1. Unless otherwise noted in Hardware Sets, provide floor type with appropriate fasteners. Where floor type cannot be used, provide wall type. If neither can be used, provide overhead type.

2. Locate overhead stops for maximum possible opening. Consult with Owner for furniture locations. Minimum: 90deg stop / 95deg deadstop. Note degree of opening in submittal.

E. Seals: Four-fingered type at head & jambs. Inelastic, rigid back, not subject to stretching. Self-compensating for warp, thermal bow, door settling, and out-of-plumb.

Adhesive warranted for life of installation.

1. Proposed substitutions: submit for approval.

2. Three-fingered type at hinge jambs of doors fitted with continuous hinges where jamb leaf of hinge is fastened to the frame reveal.

F. Thresholds: As scheduled and per details. Comply with CBC 2019 11B-404.2.5.

Substitute products: certify that the products equal or exceed specified material’s thickness. Proposed substitutions: submit for approval.

1. Saddle thresholds: 0.125 inches minimum thickness.

2. Exteriors: Seal perimeter to exclude water and vermin. Use sealant complying with requirements in Division 7 "Thermal and Moisture Protection". Minimum 0.25 inch diameter fasteners and lead expansion shield anchors, or Red-Head #SFS-1420 (or approved equivalent) Flat Head Sleeve Anchors. National Guard Products’ “COMBO” or Pemko Manufacturing’s “FHSL”.

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -11

3. Fire-rated openings, 90-minutes or less duration: use thresholds to interrupt floor covering material under the door where that material has a critical radiant flux value less than 0.22 watts per square centimeter, per NFPA 253. Use threshold unit as scheduled. If none scheduled, include a 0.25in high 5in wide saddle in the bid, and request direction from Architect.

4. Fire-rated openings, 3-hour duration: Thresholds, where scheduled, to extend full jamb depth.

5. Acoustic openings: Set units in full bed of Division-7-compliant, leave no air space between threshold and substrate.

6. Plastic plugs with wood or sheet metal screws are not an acceptablesubstitute for specified fastening methods.

7. Fasteners: Generally, exposed screws to be Phillips or Robertson drive. Pinned TORX drive at high security areas. Flat head sleeve anchors (FHSL) may be slotted drive. Sheet metal and wood screws: full-thread. Sleeve nuts: full length to prevent door compression.

G. Through-bolts: Do not use. Coordinate with wood doors; ensure provision of proper blocking to support wood screws for mounting panic hardware and door closers.

Coordinate with metal doors and frames; ensure provision of proper reinforcement to support machine screws for mounting panic hardware and door closers.

1. Exception: surface-mounted overhead stops, holders, and frictionstays.

H. Silencers: Interior hollow metal frames, 3 for single doors, 4 for pairs of doors. Leave no unfilled/uncovered pre-punched silencer holes. Intent: door bears against silencers, seals make minimal contact with minimal compression – only enough to effect a seal.

2.7 FINISH:

A. Generally: BHMA 626 Satin Chromium and Matte Black 622.

1. Areas using BHMA 626: furnish push-plates, pulls and protection plates of BHMA 630, Satin Stainless Steel, unless otherwise scheduled.

B. Door closers: factory powder coated to match other hardware, unless otherwise noted.

2.8 KEYING REQUIREMENTS:

A. Key System: Verify with Owner. Schlage keyway, interchangeable core. For estimate use factory GMK charge. Initiate and conduct meeting(s) with Owner and Supplier representatives to determine system requirements and keybow styles. Furnish Owner’s written approval of the system; do not order keys or cylinders without written confirmation of actual requirements from the Owner. Owner will receive permanent cores. Contractor will install permanent cores.

B. Keys

1. Existing factory registered master key system.

2. Construction keying: furnish temporary keyed-alike cores. Remove at substantial completion and install permanent cores in Owner’s presence. Demonstrate that construction key no longer operates.

3. Furnish 10 construction keys.

4. Furnish 2 Emergency keys per each L9485 Faculty Restroom Lock.

5. Furnish 2 construction control keys.

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -12
C. Key Cylinders: furnish 6-pin solid brass construction.

D. Cylinder cores: furnish keyed at factory of lock manufacturer where permanent records are maintained. Locks and cylinders same manufacturer.

E. Permanent keys: use secured shipment direct from point of origination to Owner.

1. For estimate: 3 keys per change combination, 5 master keys per group, 5 grandmaster keys, 3 control keys.

2. For estimate: VKC stamping plus “DO NOT DUPLICATE”.

F. Bitting List: use secured shipment direct from point of origination to Owner upon completion.

PART 3 - EXECUTION

3.1 ACCEPTABLE INSTALLERS:

A. Can read and understand manufacturers’ templates, suppliers’ hardware schedule and printed installation instructions. Can readily distinguish drywall screws from manufacturers’ furnished fasteners. Available to meet with manufacturers’ representatives and related trades to discuss installation of hardware.

3.2 PREPARATION:

A. Ensure that walls and frames are square and plumb before hardware installation. Make corrections before commencing hardware installation. Installation denotes acceptance of wall/frame condition.

A. Locate hardware per SDI-100 and applicable building, fire, life-safety, accessibility, and security codes.

1. Notify Architect of code conflicts before ordering material.

1. Locate latching hardware between 34 inches to 44 inches above the finished floor, per California Building Code, Section 1010.1.9.2 and 11B-404.2.7.

2. Locate panic hardware between 36 inches to 44 inches above the finished floor.

3. Where new hardware is to be installed near existing doors/hardware scheduled to remain, match locations of existing hardware.

B. Overhead stops: before installing, determine proposed locations of furniture items, fixtures, and other items to be protected by the overhead stop's action.

C. Existing frames and doors to be retrofitted with new hardware:

1. Field-verify conditions and dimensions prior to ordering hardware. Fill existing hardware cut outs not being reused by the new hardware. Remove existing hardware not being reused, return to Owner unless directed otherwise.

2. Remove existing floor closers not scheduled for reuse, fill cavities with nonshrinking concrete and finish smooth.

3. Cut and weld existing steel frames currently prepared with 2.25 inch height strikes. Cut an approximate 8 inch section from the strike jamb and weld in a reinforced section to accommodate specified hardware’s strike.

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -13

4. Patch and weld flush filler pieces into existing door hardware preparations in steel doors and frames, leave surfaces smooth.

5. Glue in solid wood block fillers to fill cut outs in existing wood doors, sand surfaces smooth. Alternatively, use an approved epoxy-based wood filler product, submit product data for approval.

3.3 INSTALLATION
A. Install hardware per manufacturer’s instructions and recommendations. Do not install surface-mounted items until finishes have been completed on substrate. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate for proper installation and operation. Remove and reinstall or replace work deemed defective by Architect.

1. Gaskets: install jamb-applied gaskets before closers, overhead stops, rim strikes, etc; fasten hardware over and through these seals. Install sweeps across bottoms of doors before astragals, cope sweeps around bottom pivots, trim astragals to tops of sweeps.

2. When hardware is to be attached to existing metal surface and insufficient reinforcement exists, use RivNuts, NutSerts or similar anchoring device for screws.

3. Use manufacturers' fasteners furnished with hardware items, or submit Request for Substitution with Architect.

4. Replace fasteners damaged by power-driven tools.

B. Locate floor stops no more that 4 inches from walls and not within paths of travel. See paragraph 2.2 regarding hinge widths, door should be well clear of point of wall reveal.

Point of door contact no closer to the hinge edge than half the door width. Where situation is questionable or difficult, contact Architect for direction.

C. Core concrete for exterior door stop anchors. Set anchors in approved non-shrink grout.

D. Locate overhead stops for minimum 90 degrees at rest and for maximum allowable degree of swing.

E. Drill pilot holes for fasteners in wood doors and/or frames.

F. Lubricate and adjust existing hardware scheduled to remain. Carefully remove and give to Owner items not scheduled for reuse.

G. Field-verify existing conditions and measurements prior to ordering hardware. Fill existing hardware cut outs not being used by the new hardware.

H. Remove existing hardware not being reused. Tag and bag removed hardware, turn over to Owner.

I. Where existing wall conditions will not allow door to swing using the scheduled hinges, provide wide-throw hinges and if needed, extended arms on closers.

J. Provide manufacturer’s recommended brackets to accommodate the mounting of closers on doors with flush transoms.

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -14

3.4. ADJUSTING
A. Adjust and check for proper operation and function. Replace units, which cannot be adjusted to operate freely and smoothly.

1. Hardware damaged by improper installation or adjustment methods: repair or replace to Owner’s satisfaction.

2. Adjust doors to fully latch with no more than 1 pound of pressure. a) Door closer valves: turn valves clockwise until at bottom – do not force.

Turn valves back out one and one-half turns and begin adjustment process from that point. Do not force valves beyond three full turns counterclockwise.

3. Adjust delayed-action closers on fire-rated doors to fully close from fully-opened position in no more than 10 seconds.

4. Adjust door closers per 1.9 this section.

B. Inspection of fire door assemblies and means-of-egress panic-hardware doors: Per 2016 NFPA-80 5.2.1: hire an independent third-party inspection service to prepare a report listing these doors, and include a statement that there are zero deficiencies with the fire-rated assemblies and the openings with panic hardware.

C. Fire-rated doors:

1. Wood doors: adjust to 0.125 inches clearance at heads, jambs, and meeting stiles.

2. Steel doors: adjust to 0.063 inches minimum to 0.188 inches maximum clearance at heads, jambs, and meeting stiles.

3. Adjust wood and steel doors to 0.75 inches maximum clearance (undercut) above threshold or finish floor material under door.

D. Final inspection: Installer to provide letter to Owner that upon completion installer has visited the Project and has accomplished the following:

1. Has re-adjusted hardware.

2. Has evaluated maintenance procedures and recommend changes or additions, and instructed Owner’s personnel.

3. Has identified items that have deteriorated or failed.

4. Has submitted written report identifying problems.

3.5 DEMONSTRATION:

A. Demonstrate mechanical hardware and electrical, electronic and pneumatic hardware systems, including adjustment and maintenance procedures.

3.6 PROTECTION/CLEANING:

A. Cover installed hardware, protect from paint, cleaning agents, weathering, carts/barrows, etc. Remove covering materials and clean hardware just prior to substantial completion.

B. Clean adjacent wall, frame and door surfaces soiled from installation / reinstallation process.

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -15

3.7 SCHEDULE OF FINISH HARDWARE
A. See door schedule in drawings for hardware set assignments.

B. Do not order material until submittal has been reviewed, stamped, and signed by Architect’s door hardware consultant.

C. The hardware sets represent the design intent and direction of the owner and architect.

They are a guideline only and should not be considered a detailed hardware schedule.

Discrepancies, conflicting hardware and missing items should be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality.
1 PR Door 100.1
HEADING 01

EXTERIOR / BALLROOM
1 PR Door 100.2 EXTERIOR / BALLROOM
1 PR Door 100.3 EXTERIOR / BALLROOM

72.000 X 84.000 X 1.750 X EXST X EXST X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
6 EA HINGE 3CB1HW 4.5 X 4.5 BBLK/622 IVE
1 EA PANIC HARDWARE CD-3527A-EO 626 VON
1 EA PANIC HARDWARE CD-3527A-NL-OP-388 US19/626 VON
1 EA RIM CYLINDER 20-057 ICX 622 SCH
2 EA MORTISE CYLINDER 20-061 ICX XQ11-948 (DOGGING) 626 SCH 3 EA FSIC CORE 23-030 626 SCH
2 EA LONG DOOR PULL 9266F 48" STD BLK IVE
2 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE
1 EA RAIN DRIP 142BK (OMIT @ OVERHANG) BK ZER
1 EA SET SEAL 429AA-S (@ HEAD & JAMBS) AA ZER
2 EA MEETING STILE 155BK BK ZER
2 EA DOOR SWEEP 39BK BK ZER
2 EA MEETING STILE 55BK BK ZER
1 EA THRESHOLD 103BK-223 BK ZER
VERIFY EXISTING CONDITIONS PRIOR TO ORDERING HARDWARE. FIELD VERIFY SPECIFIED HARDWARE WILL WORK WITH EXISTING DOOR AND FRAME PREP.

MOUNT HEAD SEAL BEFORE CLOSER ARM.

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -16
HEADING 02
1 SGL Door 100.4 BALLROOM / WATER HEATER

32.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
3 EA HINGE 3CB1 4.5 X 4.5 626 IVE
1 EA STOREROOM LOCK L9080T LONA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
3 EA SILENCER SR65 GRY IVE
HEADING 03
1 SGL Door 101.1 BALLROOM / KITCHEN

42.000 X 84.000 X 1.750 X WD X WDF X --
1 SGL Door 103.1 BALLROOM / MEN'S RESTROOM
1 SGL Door 104.1 BALLROOM / WOMEN'S RESTROOM

36.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
1 EA 4040XP-18TJ 689 LCN
3 EA HINGE 3CB1HW 4.5 X 4.5 626 IVE
1 EA CLASSROOM LOCK L9070T LONA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA OH STOP 100S ADJ 630 GLY
1 EA SURFACE CLOSER 4040XP ST-1630 689 LCN
3 EA SILENCER SR65 GRY IVE
1 SGL Door 101.2
HEADING 04

EXTERIOR / KITCHEN

36.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
1 EA TOP JAMB MTG PLATE 4040XP-18TJ 693 LCN
3 EA HINGE 3CB1HW 4.5 X 4.5 626 IVE
1 EA CLASSROOM LOCK L9070T LONA 622 626 622/626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA OH STOP 100S ADJ 630 GLY
1 EA SURFACE CLOSER 4040XP ST-1630 689 LCN
1 EA RAIN DRIP 142BK (OMIT @ OVERHANG) BK ZER
1 EA SET SEAL 429BK-S (@ HEAD & JAMBS) BK ZER
1 EA DOOR SWEEP 110BK BK ZER
1 EA THRESHOLD 103BK-223 BK ZER

HEADING 05
CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -17
1 SGL Door 102.1 KITCHEN / STORAGE

36.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
1 EA 4040XP-18TJ 689 LCN
3 EA HINGE 3CB1 4.5 X 4.5 626 IVE
1 EA STOREROOM LOCK L9080T LONA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA OH STOP 100S ADJ 630 GLY
1 EA SURFACE CLOSER 4040XP ST-1630 689 LCN
3 EA SILENCER SR65 GRY IVE
HEADING 06
1 SGL Door 105.1 WOMEN'S RESTROOM / POWDER ROOM

36.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
3 EA HINGE 3CB1 4.5 X 4.5 626 IVE
1 EA CLASSROOM LOCK L9070T LONA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4040XP REG 689 LCN
1 EA WALL STOP WS406/407CCV 630 IVE
3 EA SILENCER SR65 GRY IVE
HEADING 07
1 SGL Door 105.2 POWDER ROOM / STORAGE 2

36.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
3 EA HINGE 3CB1 4.5 X 4.5 626 IVE
1 EA CLASSROOM LOCK L9070T LONA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
3 EA SILENCER SR65 GRY IVE

HEADING 08
CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -18
1 PR Door 106.1 BALLROOM / STORAGE
1 PR Door 107.1 STORAGE / BALLROOM

72.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
2 EA 4040XP-18TJ 689 LCN
6 EA HINGE 3CB1 4.5 X 4.5 626 IVE
1 EA CLASSROOM LOCK L9070T LONA 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA COORDINATOR COR X FL 628 IVE
2 EA OH STOP 100S ADJ 630 GLY
2 EA SURFACE CLOSER 4040XP REG 689 LCN
1 EA ASTRAGAL 41AA AA ZER
2 EA SILENCER SR65 GRY IVE
1 PR Door 106.2
HEADING 09

STORAGE / CLOSET

60.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
6 EA HINGE 3CB1 4.5 X 4.5 626 IVE
1 EA CONST LATCHING BOLT FB61T 630 IVE
1 EA PASSAGE SET L9010 LONA 626 SCH
2 EA OH STOP 90S 630 GLY
2 EA SILENCER SR65 GRY IVE
HEADING 10
(NO LONGER BEING USED)

CIP 689 – CLARK BUILDING RENOVATIONS
CITY OF HERMOSA BEACH PUBLIC WORKS DEPT.

DOOR HARDWARE
08 71 00 -19
HEADING 11
1 SGL Door 107.2 EXTERIOR / STORAGE

36.000 X 84.000 X 1.750 X WD X WDF X --
Each Assembly to have:

Qty Description Catalog Number Finish Mfr
3 EA HINGE 3CB1HW 4.5 X 4.5 BBLK/62
2 IVE
1 EA PANIC HARDWARE CD-35A-NL-OP-388 626 VON
1 EA RIM CYLINDER 20-057 ICX 622 SCH
1 EA MORTISE CYLINDER 20-061 ICX XQ11-948 (DOGGING) 626 SCH 2 EA FSIC CORE 23-030 626 SCH
1 EA LONG DOOR PULL 9266F 48" STD BLK IVE
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA RAIN DRIP 142BK (OMIT @ OVERHANG) BK ZER
1 EA SET SEAL 429AA-S (@ HEAD & JAMBS) AA ZER
1 EA DOOR SWEEP 39BK BK ZER
1 EA THRESHOLD 103BK-223 BK ZER
MOUNT HEAD SEAL BEFORE CLOSER ARM.

END OF SECTION

CIP 689 - Clark Building Renovations
GLAZING 088000 - 1
SECTION 088000 - GLAZING
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes glazing for the following products and applications, including those specified in other Sections where glazing requirements are specified by reference to this Section:

1. Windows.

2. Doors.

1.3 DEFINITIONS
A. Manufacturers of Glass Products: Firms that produce primary glass, fabricated glass, or both, as defined in referenced glazing publications.

B. Interspace: Space between lites of an insulating-glass unit that contains dehydrated air or a specified gas.

C. Deterioration of Insulating Glass: Failure of hermetic seal under normal use that is attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning insulating 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.

D. Deterioration of Laminated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated-glass standard.

1.4 PERFORMANCE REQUIREMENTS
A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction.

CIP 689 - Clark Building Renovations
GLAZING 088000 - 2
B. Glass Design: Glass thickness designations indicated are minimums and are for detailing only.

Confirm glass thicknesses by analyzing Project loads and in-service conditions. Provide glass litesin the thickness designationsindicated for varioussize openings, but not lessthan thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria:

1. Glass Thicknesses: Select minimum glass thicknesses to comply with ASTM E 1300.

1.5 SUBMITTALS
A. Product Data: For each glass product and glazing material indicated.

B. Samples: For each glazing products, in the form of 12-inch- square Samples for glass and of 12- inch- long Samples for sealants. Install sealant Samples between two strips of material representative in color of the adjoining framing system.

1. Insulating glass for each designation indicated.

C. Glazing Schedule: Use same designations indicated on Drawings for glazed openings in preparing a schedule listing glass types and thicknesses for each size opening and location.

1. List by windows and door types scheduled on Drawings.

D. Product Certificates: Signed by manufacturers of glass and glazing products certifying that products furnished comply with requirements.

1. For solar-control low-e-coated glass, provide documentation demonstrating that manufacturer of coated glass is certified by coating manufacturer.

E. Qualification Data: For installers.

F. Preconstruction Adhesion and Compatibility Test Report: From glazing sealant manufacturer indicating glazing sealants were tested for adhesion to glass and glazing channel substrates and for compatibility with glass and other glazing materials.

G. Product Test Reports: For each types of glazing products specified.

1.6 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who has completed glazing similar in material, design, and extent to that indicated for this Project; whose work has resulted in glass installations with a record of successful in-service performance; and who employs glass installers for this Project who are certified under the National Glass Association's Certified GlassInstaller Program.

B. Source Limitations for Glass: Obtain glazing products through one source from a single manufacturer for each glass type as practical.

C. Source Limitations for Glazing Accessories: Obtain glazing accessories through one source from a single manufacturer for each product and installation method indicated.

D. Glass Product Testing: Obtain glass test results for product test reports in "Submittals" Article from a qualified testing agency based on testing glass products.

CIP 689 - Clark Building Renovations
GLAZING 088000 - 3

1. Glass Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548.

E. Elastomeric Glazing Sealant Product Testing: Obtain sealant test results for product test reports in "Submittals" Article from a qualified testing agency based on testing current sealant formulations within a 36-month period.

1. Sealant Testing Agency Qualifications: An independent testing agency qualified according to ASTM C 1021 to conduct the testing indicated, as documented according to ASTM E 548.

2. Test elastomeric glazing sealants for compliance with requirements specified by reference to ASTM C 920, and where applicable, to other standard test methods.

F. Safety Glazing Products: Comply with testing requirements in 16 CFR 1201.

1. Subject to compliance with requirements, obtain safety glazing products permanently marked with certification label of the Safety Glazing Certification Council or another certification agency or manufacturer acceptable to authorities having jurisdiction.

2. Where glazing units, including Kind FT glass and laminated glass, are specified in Part 2 articles for glazing lites more than 9 sq. ft. in exposed surface area of one side, provide glazing products that comply with Category II materials, for lites 9 sq. ft. or less in exposed surface area of one side, provide glazing products that comply with Category I or II materials, except for hazardous locations where Category II materials are required by 16 CFR 1201 and regulations of authorities having jurisdiction.

G. 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:
a. GANA's "Glazing Manual."

2. IGMA Publication for Insulating Glass: SIGMA TM-3000, "Glazing Guidelines for Sealed Insulating Glass Units."
H. Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of the following testing and inspecting agency:

1. Insulating Glass Certification Council.

2. Associated Laboratories, Inc.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Protect glazing materials according to manufacturer's written instructions and as needed to prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes.

1.8 PROJECT CONDITIONS
A. Environmental Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain, frost, condensation, or other causes.

CIP 689 - Clark Building Renovations
GLAZING 088000 - 4

1. Do not install liquid glazing sealants when ambient and substrate temperature conditions are outside limits permitted by glazing sealant manufacturer or below 40 deg F.

1.9 WARRANTY
A. Manufacturer's Special Warranty for Coated-Glass Products: Manufacturer's standard form in which coated-glass manufacturer agrees to replace coated-glass units that deteriorate within specified warranty period. Deterioration of coated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning coated glass contrary to manufacturer's written instructions. Defects include peeling, cracking, and other indications of deterioration in coating.

1. Warranty Period: 10 years.

B. Manufacturer's Special Warranty on Laminated Glass: Manufacturer's standard form in which laminated-glass manufacturer agrees to replace laminated-glass units that deteriorate within specified warranty period. Deterioration of laminated glass is defined as defects developed from normal use that are not attributed to glass breakage or to maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated-glass standard.

1. Warranty Period: 5 years.

C. Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form in which insulating-glass manufacturer agrees to replace insulating-glass units that deteriorate within specified warranty period. Deterioration of insulating glass is defined as failure of hermetic seal under normal use that is not attributed to glass breakage or to maintaining and cleaning insulating 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.

D. Installer’s Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Glass Manufacturers: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Vitro (formerly PPG).

2. Guardian.

3. Pilkington.

4. Visteon.

5. Or equal.

2.2 GLASS PRODUCTS
A. Float Glass: ASTM C 1036, Type I, Quality-Q3, Class I (clear) unless otherwise indicated.

CIP 689 - Clark Building Renovations
GLAZING 088000 - 5
B. Heat-Treated Float Glass (Safety Glass): ASTM C 1048; Type I (transparent flat glass); QualityQ3; of class, kind, and condition indicated.

1. For uncoated glass, comply with requirements for Condition A.

2. For coated vision glass, comply with requirements for Condition C (other uncoated glass).

3. Provide Kind FT (fully tempered) float glass in place of annealed or Kind HS (heatstrengthened) float glass where safety glass is indicated.

C. Sputter-Coated Float Glass: ASTM C 1376, float glass with metallic-oxide or -nitride coating deposited by vacuum deposition process after manufacture and heat treatment (if any), and complying with other requirements specified.

D. Insulating-Glass Units: Comply with Doors and Widows specifications to match existing as approved by Architect.

2.3 GLAZING GASKETS
A. Dense Compression Gaskets: Molded or extruded gaskets of material complying with standards referenced with name of elastomer indicated below, and of profile and hardness required to maintain watertight seal:

2.4 GLAZING SEALANTS
A. General: Provide products of type indicated, complying with the following requirements:

1. Compatibility: Select glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating-glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience.

2. Suitability: Comply with sealant and glass manufacturers' written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation.

B. Elastomeric Glazing Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates.

2.5 GLAZING TAPES
A. Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based elastomeric tape with a solids content of 100 percent; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; packaged on rolls with a release paper backing; and complying with ASTM C 1281 and AAMA 800.

B. Expanded Cellular Glazing Tapes: Closed-cell, PVC foam tapes; factory coated with adhesive on both surfaces; packaged on rolls with release liner protecting adhesive.

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GLAZING 088000 - 6

2.6 MISCELLANEOUS GLAZING MATERIALS
A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation.

B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer.

C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5.

D. Spacers: Elastomeric blocks or continuous extrusions with a Shore, Type A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated.

E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking).

F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open-cell material), of size and density to control glazing sealant depth and otherwise produce optimum glazing sealant performance.

2.7 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.

B. Grind smooth and polish exposed glass edges and corners.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine framing glazing, with Installer present, for compliance with the following:

1. Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners.

2. Presence and functioning of weep system.

3. Minimum required face or edge clearances.

4. Effective sealing between joints of glass-framing members.

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

3.2 PREPARATION
A. Clean glazing channels and other framing members receiving glass immediately before glazing.

Remove coatings not firmly bonded to substrates.

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GLAZING 088000 - 7

3.3 GLAZING, GENERAL
A. 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.

B. Glazing channel dimensions, asindicated 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.

C. 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.

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

E. 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.

F. Do not exceed edge pressures stipulated by glass manufacturers for installing glasslites.

G. Provide spacers for glass lites where length plus width is larger than 50 inches asfollows:

1. Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements.

2. Provide 1/8-inch minimum bite of spacers on glass and use thickness equal to sealant width.

With glazing tape, use thickness slightly less than final compressed thickness of tape.

H. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications.

I. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.

3.4 TAPE GLAZING
A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops.

B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening.

C. Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Cover horizontal framing joints by applying tapes to jambs and then to heads and sills.

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GLAZING 088000 - 8
D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped.

Seal joints in tapes with compatible sealant approved by tape manufacturer.

E. Do not remove release paper from tape until just before each glazing unit isinstalled.

F. Apply heel bead of elastomeric sealant where indicated.

G. Center glass lites in openings on setting blocks and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings.

H. Apply cap bead of elastomeric sealant over exposed edge of tape.

3.5 GASKET GLAZING (DRY)
A. Fabricate compression gaskets in lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation.

B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners.

C. Center glass lites in openings on setting blocks and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings.

Compress gaskets to produce a weathertight seal without developing bending stresses in glass.

Seal gasket joints with sealant recommended by gasket manufacturer.

D. Install gaskets so they protrude past face of glazing stops.

3.6 SEALANT GLAZING (WET)
A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance.

B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces.

C. Tool exposed surfaces of sealants to provide a substantial wash away from glass.

3.7 LOCK-STRIP GASKET GLAZING
A. Comply with ASTM C 716 and gasket manufacturer's written instructions. Provide supplementary wet seal and weep system, unless otherwise indicated.

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GLAZING 088000 - 9

3.8 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.

B. Protect glass from contact with contaminating 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.

C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains; remove as recommended in writing by glass manufacturer.

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

E. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended in writing by glass manufacturer.

END OF SECTION 088000

CIP 689 - Clark Building Renovations
NON-LOAD-BEARING STEEL FRAMING 092216 - 1
SECTION 092216 - NON-LOAD-BEARING STEEL FRAMING
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes non-load-bearing steel framing members for the following applications:

1. Interiorsuspension systems (e.g., supports for ceilings, suspended soffits, etc.).

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

B. Deflection track: List location of use.

C. Certification of Materials: For steel framing materials.

1.4 QUALITY ASSURANCE
A. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate nonload-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.

C. Construction Standards: Construction not on Drawings or referenced shall be as detailed in Technical Library by SSMA Technical Services.

D. Deflection Limits: Maximum deflection of following at 5 psf.

1. Gypsum board assemblies: L/240.

2. Ceramic tile: L/360.

1.5 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of non-load bearing steel framing that fails in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

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NON-LOAD-BEARING STEEL FRAMING 092216 - 2
a. Deterioration of metals, metal finishes, and other materials beyond normal weathering.

2. Warranty Period: 1 year.

B. Installer’s Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Non-Load-Bearing Steel Framing: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. California Expanded Metal Products Company (CEMCO).

2. Clark Steel Framing Systems.

3. Consolidated Systems, Inc.

4. Dale/Incor.

5. Dietrich Industries, Inc.

6. Unimast, Inc.

7. Western Metal Lath & Steel Framing Systems.

8. Or equal.

2.2 NON-LOAD-BEARING STEEL FRAMING, GENERAL
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: ASTM A 653, G40, hot-dip galvanized zinc coating, unless otherwise indicated.

2.3 SUSPENSION SYSTEM COMPONENTS
A. Tie Wire: ASTM A 641, Class 1 zinc coating, soft temper, 18 gage minimum.

B. Wire Hangers: Provide wires complying with the following requirements:

1. Zinc-Coated, Carbon-Steel Wire: ASTM A 641, Class 1 zinc coating, soft temper.

2. Size: Select wire diameter so its stress at 3 times hanger design load (ASTM C 635, Table 1, "Direct Hung") will be less than yield stress of wire, but provide not less than

0.106 inch (12 gage) diameter.

C. Hanger Attachments to Concrete:

1. Anchors: Fabricated from corrosion-resistant materials with holes or loops for attaching wire hangers and capable ofsustaining, without failure, a load equal to 5 times that imposed by construction as determined by testing according to ASTM E 488 by an independent testing agency.

2. Powder-Actuated Fasteners: Suitable for application indicated, fabricated from corrosionresistant materials with clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal to 10 times that

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NON-LOAD-BEARING STEEL FRAMING 092216 - 3
imposed by construction as determined by testing according to ASTM E 1190 by an independent testing agency.

D. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of 0.0538 inch (16 gage) and minimum 1/2-inch- wide flanges.

1. Depth: As indicated on Drawings, but not less than 1-1/2 inch.

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

1. Depth: As indicated on Drawings.

2. Minimum Base Metal Thickness: As indicated on Drawings, but not less than 0.0296 thick (20 gage).

F. Resilient Furring Channels: 1/2-inch deep members designed to reduce sound transmission.

1. Leg Configuration: As indicated on Drawings.

2. Minimum Base Metal Thickness: As indicated on Drawings, but not less than 0.0296 thick (20 gage).

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

1. Contract has the option of using manufactured grid suspension system for ceilings instead of above components.

2. Products: Subject to compliance with requirements, provide one of the following:
a. Drywall Grid Systems by Armstrong World Industries, Inc. b. Drywall Grid System by Chicago Metallic Corporation. c. Drywall Suspension System by USG Corporation.
d. Or equal.

2.4 STEEL FRAMING FOR FRAMED ASSEMBLIES
A. Steel Studs and Runners: ASTM C 645; of size and properties necessary to comply with ASTM C 754 for the spacing indicated.

1. Minimum Base-Metal Thickness: As indicated on Drawings.

2. Depth: As indicated on Drawings
B. Slip-Type Head Joints:

1. 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 ofstuds. a. Products: Subject to compliance with requirements, provide one of the following:
1) VertiTrack VTD by Steel Network Inc.
2) Superior Flex Track System (SFT) by Superior Metal Trim. 3) Sliptrack by Dietrich Industries.
4) Or equal.

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

1. Minimum Base-Metal Thickness: As indicated on Drawings, but not less than 0.0179 inch (25 gage).

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D. Cold-Rolled Channel Bridging: 0.0538-inch (16 gage) bare-steel thickness, with minimum 1/2- inch- wide flanges.

1. Depth: As indicated on Drawings.

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

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

1. Depth: As indicated on Drawings.

2. Minimum Base Metal Thickness: As indicated on Drawings, but not less than 0.0296 thick (20 gage).

F. Resilient Furring Channels: 1/2-inch deep members designed to reduce sound transmission.

1. Leg Configuration: As indicated on Drawings.

2. Minimum Base Metal Thickness: As indicated on Drawings, but not less than 0.0296 thick (20 gage).

G. Cold-Rolled Furring Channels: 0.0538-inch bare-steel thickness (16 gage), with minimum 1/2- inch- wide flanges.

1. Depth: As indicated on Drawings.

2. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum baresteel thickness of 0.0312 inch (20 gage).

H. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, thickness as indicated but not less than bare-metal thickness of 0.0179 inch (25 gage), and depth required to fit insulation thickness indicated.

1. Size: As indicated on Drawings.

2.5 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, 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.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance.

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

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

C. Install bracing at terminations in assemblies.

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

3.3 INSTALLING SUSPENSION SYSTEMS
A. Install suspension system components in sizes and spacings indicated on Drawings, but not less than those required by referenced installation standards for assembly types and other assembly components indicated.

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 asfollows:

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 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 permanent metal forms. Furnish cast-in-place hanger inserts that extend through forms.

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

7. 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 forsupport.

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F. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems meet vertical surfaces. Mechanically join main beam and cross-furring members to each other and butt-cut to fit into wall track.

G. 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.

3.4 INSTALLING FRAMED ASSEMBLIES
A. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall.

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

C. 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 penetrating 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. b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch clearance from jamb stud to allow for installation of control joint in finished assembly.
c. Extend jamb studs through suspended ceilings and attach to underside of 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.

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.

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 not less than 2 studs at ends of arcs, place studs 6 inches o.c.

D. Direct Furring:

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

E. Z-Furring Members:

1. Erect insulation (specified in Division 7 Section "Building Insulation") vertically and hold in place with Z-furring members spaced 24 inches o.c.

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NON-LOAD-BEARING STEEL FRAMING 092216 - 7

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.

F. 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.

END OF SECTION 092216

CIP 689 - Clark Building Renovations
PORTLAND CEMENT PLASTERING 092400 - 1
SECTION 092400 - PORTLAND CEMENT PLASTERING
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Patch and repair.

2. Exterior three-coat portland cement plasterwork (stucco) on metal lath system.

3. Integral colored finish coat and field painted.

B. Related Sections include the following:

1. Division 6 Section “Sheathing” for sheathing and weather-resistant barrier.

2. Division 7 Section "Building Insulation" for thermal insulations included in portland cement plaster assemblies.

3. Division 7 Section "Joint Sealants" for acoustical sealants and sealants installed with exterior portland cement plaster (stucco).

4. Dvision 9 Section “Painting” for field painting of plaster.

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

B. Shop Drawings:

1. Showing details of construction for framing, reinforcement, and trims; includinglocations where each type material, mix, coating thickness, material sizes and thicknesses, and fastenings will be used.

2. Show locations and installation of control and expansion joints including plans, elevations, sections, details of components, and attachments to other work.

3. Include details of penetration and termination, flashing details, joint locations and configurations, fastening and anchorage details including mechanical fasteners, and connections to other work.

4. Show locations and extent of weather-barrier (building paper and flashing sheet). Include detailsforsubstrate joints and cracks, counterflashing strip, penetrations, inside and outside corners, terminations, and tie-ins with adjoining construction. a. Include details of interfaces with other materials that form part of weather barrier. b. Include details of mockups.

C. Coordination Drawings:

1. Comprehensive, completely integrated set of plans, sections, elevations, and details, drawn to scale, of separate trades work, indicating interface support/connections, and

CIP 689 - Clark Building Renovations
PORTLAND CEMENT PLASTERING 092400 - 2
relationships between materials, and products, on which the following items are shown and coordinated with each other, based on input from fabricators and installers of the items involved:
a. Framing, including backing, blocking,strapping, and similar accessory/sub-framing materials.
b. Sheathing, including building paper.
c. Portland cement plaster, including trim and self-adhering flashing sheet. d. Other materials and products that occur in, on, adjacent to, or contiguous with above work.

2. At a minimum, indicate the following
a. Locations/spacing of plaster trim moldings.
b. Locations/dimensions ofself-adhering flashing sheet (underlying trim moldings). c. Locations/spacings of connections/fastenings of:
1) Sheathing
2) Metal lath.
3) Plaster trim moldings
d. Sequence of installation of:
1) Building paper.
2) Flexible flashing.
3) Metal lath, and plaster trim moldings.

D. Samplesfor Initial Selection: For each type of factory-prepared finish coat indicated with texture and color.

E. Samplesfor Verification: For each type of factory-prepared finish coat indicated; 12 by 12 inches, and prepared on rigid backing with color selected.

1.4 QUALITY ASSURANCE
A. Preinstallation Conference: Conduct conference at Projectsite.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Store materialsinside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes.

1.6 PROJECT CONDITIONS
A. Comply with ASTM C 926 requirements and Chapter 25 of the 2019 CBC.

B. Exterior Plasterwork:

1. Apply and cure plaster to prevent plaster drying out during curing period. Use procedures required by climatic conditions, including moist curing, providing coverings, and providing barriers to deflect sunlight and wind.

2. Apply plaster when ambient temperature is greater than 40 deg F.

3. Protect plaster coats from freezing for not less than 48 hours after set of plaster coat has occurred.

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PORTLAND CEMENT PLASTERING 092400 - 3
C. Factory-Prepared Finishes: Comply with manufacturer's written recommendations for environmental conditions for applying finishes.

1.7 WARRANTY
A. Manufacturer's Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of cement plaster system that fail in materials within specified warranty period. Failure includes, but is not limited to, blistering, peeling, flaking, delaminating, rusting, checking, crazing, fading beyond manufacturer's published limits, or chipping as a result of manufacturing defects.

1. Warranty Period: 3 years.

B. Special Waterproof Warranty: Submit cement plaster system manufacturer's warranty certifying that work of this Section has been properly applied in strict accordance with system manufacturer's recommended procedures, instructions, and systems current applicable specifications; has been properly integrated into building construction in accordance with sound design and building construction practices; and will remain resistant to water penetration for specified warranty period.

1. Warranty Period: 3 years.

C. Weather Resistive Barriers: 10 years.

D. Installer’s Warranty:

1. Warranty Period: 2 years.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Plaster System: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. LaHabra Stucco.

2. Omega.

3. Merlex.

4. Sto.

5. Or equal.

B. Metal Lath: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. Clark Western Metal Lath & Steel Framing Systems.

2. Alabama Metal Industries Corporation (AMICO).

3. California Expanded Metal Products Company (CEMCO).

4. Dale/Incor.

5. Unimast, Inc.

6. Structa Wire Corp.

7. Or equal.

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PORTLAND CEMENT PLASTERING 092400 - 4
A. Weather-Resistant Barrier: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. HydroTex by Fortifiber.(Basis of Design)

2. GMC Roofing.

3. Or equal.

B. Zinc-Coated (Galvanized) Steel Accessories: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturersspecified.

1. Stockton Products. (Basis of Design)

2. Fry Reglet Corp.

3. Alabama Metal Industries Corporation (AMICO).

4. California Expanded Metal Products Company (CEMCO).

5. Dietrich Industries, Inc.

6. Brand X Metals.

7. Or equal.

C. Aluminum Trim and Reveals: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Fry Reglet Corp. (Basis of Design)

2. Flannery, Inc.

3. Gordon, Inc.

4. Pittcon Industries.

5. Brand X Metals, Inc.

6. Or equal.

2.2 MATERIALS
A. Stucco Materials:

1. Scratch & Brown (3/4”):
a. Scratch & Brown Concentrate: A factory blended portland cement, fibers, hydrated lime and proprietary ingredients, cement scratch and brown coat mixed in the field with sand, conforming to ASTM C926.

B. Leveling and Reinforcing Coat:

1. Stucco Level Coat: Copolymer based, factory blend of cement and proprietaryingredients requiring addition of water.

2. Reinforcing mesh.

C. Finish:

1. Exterior Stucco Color Coat: blend of portland cement, hydrated lime, aggregates and additives available in 16/20 and 20/30 aggregates.

2. Finish Texture and Color: Match existing as approved by Architect.

2.3 METAL LATH
A. Expanded-Metal Lath: ASTM C 847 with ASTM A 653, G60, hot-dip galvanized zinc coating.

1. Diamond-Mesh Lath: Self-furring.
a. Weight: 3.4 lb/sq. yd.

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PORTLAND CEMENT PLASTERING 092400 - 5
b. Use: Vertical and horizontal solid support surfaces, such as unit masonry, concrete, or sheathing. Horizontal open framing up to 16 inches on center.

2. Diamond-Mesh Lath: Non-self-furring.
a. Weight: 3.4 lb/sq. yd.
b. Use: Attached with fastener when enforcing authority prohibit use of self-furring types.

3. 3/8-Inch Rib Lath (High Rib):
a. Weight: 3.4 lb/sq. yd.
b. Use: Horizontal open framing 24 inches on center.

2.4 WEATHER-RESISTANT BARRIER
A. Super Jumbo Tex 60 Minute asphalt-saturated kraft paper with a drainable polymerichousewrap layer – packaged in a single roll. Exceeds Grade D paper performance.

2.5 ACCESSORIES
A. General: Comply with ASTM C 1063 and coordinate depth of trim and accessories with thicknesses and number of plaster coats required.

B. Zinc-Coated (Galvanized) Steel Accessories: Fabricated from hot-dip galvanized steel sheet, ASTM A 653 G90 zinc coating.

1. Foundation Weep Screed.

2. Cornerite: Fabricated.

3. External-Corner Reinforcement.

4. Cornerbeads.
a. Small nose cornerbead with expanded flanges; use unless otherwise indicated. b. Small nose cornerbead with perforated flanges; use on curved corners. c. Small nose cornerbead with expanded flanges reinforced by perforated stiffening rib; use on columns and for finishing masonry corners.
d. Bull nose cornerbead, radius 3/4 inch minimum, with expanded flanges; use at locations indicated on Drawings.

5. Casing Beads: Square-edged style; with expanded flanges.

6. Control Joints: One-piece-type, folded pair of unperforated screeds in M-shaped configuration; with perforated flanges and removable protective tape on plaster face of control joint.

7. Expansion Joints: Folded pair of unperforated screeds in M-shaped configuration; with expanded flanges.
a. Internal Corners: Double-V, narrow reveal type ("No. 30").

8. Two-Piece Expansion Joints: Formed to produce slip-joint and square-edged reveal that is adjustable from 1/4-to-5/8-inch wide; with perforated flanges.

9. Stucco Reglet:
a. Product: “ST” Stucco Reglet by Fry Reglet.
b. Thickness: 24 gage.

10. Surface Mounted Reglet:
a. Product: “SM” Surface Mount Reglet by Fry Reglet.
b. Thickness: 24 gage.

11. Flashing System:
a. Product: Springlok Flashing System by Fry Reglet.

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PORTLAND CEMENT PLASTERING 092400 - 6
b. Thickness: 24 gage.

12. Termination Screed: J Mold.
a. Product: J-B Bead by Stockton Products.
b. Size: As indicated on Drawings.

13. Window /Door Drip: Door Drip Screed.
a. Product: WTP Window Termination Point by Stockton Products. b. Size: As indicated on Drawings.

14. Drip Screed: Stucco Drip Soffit.
a. Product: NFD #5 Drip by Stockton Products.
b. Size: As indicated on Drawings.

C. Aluminum Trim and Reveals:

1. Aluminum shall be extruded alloy 6063 T5, with clear anodized finish. a. Size: As indicated on Drawings.

2.6 MISCELLANEOUS MATERIALS
A. Water for Mixing: Potable and free of substances capable of affecting plaster set or of damaging plaster, lath, or accessories.

B. Fasteners for Attaching Metal Lath to Substrates: Complying with ASTM C 1063 and CBC Section 2507.

1. Nails, screws, and staples as specified in CBC.
a. Nails: For attaching metal plaster bases to wood supports, 0.1205 inch 11 gauge diameter, 7∕16 inch head, barbed, galvanized roofing nails or galvanized common nails. Nails for attaching metal plaster bases to solid substrates shall be not less than 3∕4 inch long.
b. Screws: For attaching metal plaster base shall be fabricated in accordance with either Specification ASTM C 954 or ASTM C 1002 and shall have a 7∕16 inch diameter pan wafer head and a 0.120 inch diameter shank. Screws used for attachment to metal framing members shall be self-drilling and self-tapping. Screws used for attachment to wood framing members shall be sharp-point.

2. Fastener for use with concrete/masonry for attaching lath and screeds/control joints, weeps and other shapes.

3. Steel Stud Applications: Galvanized steel furring nails and or screws, of type andlength. a. At least 2/3 inch penetration of the steel stud system.

4. Wood Stud Applications: Galvanized steel furring nails and or screws, of type and length. a. At least a 3/4 inch penetration of the vertical wood stud system. b. At least a 1-1/2 inch penetration of the horizontal wood members.

C. Thermal Insulation: Comply with requirements of Division 7 Section “Building Insulation”.

D. Acoustical Sealant for Exposed and Concealed Joints: Comply with requirements of Division 7 Section “Joint Sealants”.

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PORTLAND CEMENT PLASTERING 092400 - 7
PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance.

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

3.2 PREPARATION
A. Protect adjacent work from soiling, spattering, moisture deterioration, and other harmful effects caused by plastering.

B. Prepare solid-plaster bases that are smooth or that do not have the suction capability required to bond with plaster according to ASTM C 926.

3.3 INSTALLATION, GENERAL
A. Thermal Insulation: As specified in Division 7 Section “Building Insulation”.

B. Sound Attenuation Blankets: Where required, install blankets before installing lath unless blankets are readily installed after lath has been installed on one side.

C. Acoustical Sealant: Where required, seal joints between edges of plasterwork and abutting construction with acoustical sealant.

3.4 INSTALLING METAL LATH AND WEATHER-RESISTANT BARRIER INSTALLATION A. Comply with CBC 2507.3 Lath attachment to horizontal wood supports(DSA-SS, DSA-SS/CC).

1. Where interior or exterior lath is attached to horizontal wood supports, either of the following attachments shall be used in addition to the methods of attachment described in referenced standards listed in Table 2507.2.
a. Secure lath to alternate supports with ties consisting of a double strand of No. 18 W & M gage galvanized annealed wire at one edge of each sheet of lath. Wire ties shall be installed not less than 3 inches back from the edge of each sheet and shall be looped around stripping, or attached to an 8d common wire nail driven into each side of the joist 2 inches above the bottom of the joist or to each end of a 16d common wire nail driven horizontally through the joist 2 inches above the bottom of the joist and the end of the wire secured together with three twists of wire. b. Secure lath to each support with 1/2 inch wide, 1-1/2 inch long No. 9 W & M gage, ring shank, hook staple placed around a 10d common nail laid flat under the surface of the lath not more than 3 inches from edge of each sheet. Such staples may be placed over ribs of 3/8 inch rib lath or over back wire of welded wire fabric or other approved lath, omitting the 10d nails.

B. General: Comply with requirements of Title 24.

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PORTLAND CEMENT PLASTERING 092400 - 8

1. Use of self-furring lath is subject to satisfactory jobsite demonstration for each project of lath installation, with approval by Inspector of Record.

C. Expanded-Metal Lath: Install according to ASTM C 1063.

1. Lath shall be attached to framing members at spacing of not more than 6 inches o.c., 2 inches maximum from longitudinal edges, in accordance with CBC.

2. Lath shall not be continuous through control joints but shall be stopped and tied at each side per ASTM C1063, 7.10.1.4.

D. Weather-Resistant Barrier: Install 2 layers in addition to weather-resistive barrier specified in Division 6 Section “Sheathing”.

3.5 INSTALLING ACCESSORIES
A. Install according to ASTM C 1063 and at locations indicated on Drawings.

B. Reinforcement for External Corners:

1. Install lath-type external-corner reinforcement at exterior locations.

C. Weep screed: Install at foundation plate line on all exterior stud walls per CBC.

1. Minimum 4 inches above earth.

2. Minimum 2 inches above paved areas.

D. Control Joints: Install control joints in specific locations approved by Architect for visual effect as follows:

1. As required to delineate plasterwork into areas (panels) of the following maximum sizes:
a. Vertical Surfaces: 144 sq. ft.
b. Horizontal and other Nonvertical Surfaces: 100 sq. ft.

2. At distances between control joints of not greater than 18 feet o.c.

3. As required to delineate plasterwork into areas (panels) with length-to-width ratios of not greater than 2-1/2:1.

4. Where control joints occur in surface of construction directly behind plaster.

5. Where plasterwork areas change dimensions, to delineate rectangular-shaped areas (panels) and to relieve the stressthat occurs at the corner formed by the dimension change.

3.6 PLASTER APPLICATION
A. General: Comply with ASTM C 926.

1. Do not deviate more than plus or minus 1/4 inch in 10 feet from a true plane in finished plaster surfaces, as measured by a 10-foot straightedge placed on surface.

2. Grout hollow-metal frames, bases, and similar work occurring in plastered areas, with basecoat plaster material, before lathing where necessary. Except where full grouting is indicated or required for fire-resistance rating, grout at least 6 inches at each jambanchor.

3. Finish plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground, unless otherwise indicated. Where casing bead does not terminate plaster at metal frame, cut base coat free from metal frame before plaster sets and groove finish coat at junctures with metal.

4. Provide plaster surfaces that are ready to receive field-applied finishesindicated.

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PORTLAND CEMENT PLASTERING 092400 - 9
B. Three-Coat System: Total minimum thickness of 7/8 inch for lathing base per CBC Table 2507.2.

1. Scratch Coat:
a. Over Lathing Base: Apply scratch coat to a minimum thickness of 3/8 inch on vertical surface, and 1/4 inch on horizontal surface, using sufficient trowel pressure to key plaster into lath or to create bond to substrates as applicable. Prior to initial set, scratch horizontally to provide key for bond of brown coat.

2. Brown Coat: Apply brown coat to a minimum thickness of 3/8 inch on vertical surface, and 1/4 inch on horizontal surface, using sufficient trowel pressure to insure tight contact with scratch coat.
a. Rod surface to screeds creating true and even plane. b. Trowel to a sand float finish and uniform surface to receive finish coat. c. Tool brown coat to provide a V-joint at intersection of plaster with frames or other item of wood, or metal.

3. Leveling and Reinforcing Coat:
a. Allow Scratch & Brown Stucco Base to set and moist cure a minimum of 48 hours and allow to dry before applying the leveling and reinforcing coat. b. Using a stainless steel trowel, apply the Stucco Level Coat over Stucco Base at a thickness of 1/16 – 3/32 in.
c. Fully embed the reinforcing mesh into the wet Stucco Level Coat including diagonal strips at corners of openings and trowel smooth. If Standard Mesh is used, seams are overlapped 2-½ in, and if the Intermediate Mesh is used, seams are butted and covered by strips of Detail mesh.

4. Cement Finish Coat:
a. Apply Stucco Finish according to product datasheet and application instructions. b. Protect Finish Coats from inclement weather until completely dry and cured.

C. Curing Time: Comply with CBC, or longer as needed to insure compliance with manufacturer’s recommendations for quality stucco installation.

1. Portland cement plaster:
a. Minimum period moist curing:
1) First Coat: 48 hours.
2) Second Coat: 48 hours.
b. Minimum interval between coats:
1) First Coat: 48 hours.
2) Second Coat: 7 days.

3.7 ASSEMBLY
A. Exterior Side from framing out:

1. Sheathing.

2. Weather-Resistive Barriers.

3. Metal Lath.

4. Portland cement plaster system.

3.8 CUTTING AND PATCHING
A. Cut, patch, replace, and repair plaster as necessary to accommodate other work and to restore cracks, dents, and imperfections. Repair or replace work to eliminate blisters, buckles, crazing

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and check cracking, dry outs, efflorescence, sweat outs, and similar defects and where bond to substrate has failed.

3.9 CLEANING AND PROTECTION
A. Remove temporary protection and enclosure of other work. Promptly remove plaster from doorframes, windows, and other surfaces not indicated to be plastered. Repair floors, walls, and other surfaces stained, marred, or otherwise damaged during plastering.

END OF SECTION 092400

CIP 689 - Clark Building Renovations
GYPSUM BOARD 092900 - 1
SECTION 092900 - GYPSUM BOARD
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Interior gypsum board.

B. Related Sections include the following:

1. Division 9 Section "Tiling" for cementitious backer board installed as substrates for ceramic tile.

2. Division 9 Section “Painting” for primers and finishes applied to gypsum board surfaces.

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

B. Samples: For the following products:

1. Trim Accessories: Full-size Sample in 12-inch- long length for each trim accessory indicated.

2. Finishes: Level 4 and 5 of gypsum board finish indicated for use in exposed locations. 4 by 4 foot sample.
a. Finishes: For each finish indicated and on same backing indicated for Work.

1.4 QUALITY ASSURANCE
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 acceptable to OSHPD.

B. OSHPD Regulatory Requirements: Comply with 2007 CBC, Section 2508.

C. 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.

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GYPSUM BOARD 092900 - 2

1.5 STORAGE AND HANDLING
A. Store materials inside under cover and keep them dry and protected against damage from weather, condensation, direct sunlight, construction traffic, and other causes. Stack panels flat to prevent sagging.

1.6 PROJECT CONDITIONS
A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent.

B. Do not install interior products until installation areas are enclosed and conditioned.

C. Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged.

1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.

1.7 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of gypsum board that fails in materials or workmanship within specified warranty period.

1. Warranty Period: 1 year.

B. Installer’s Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Interior Gypsum Board: Subject to compliance with requirements, provide products by one of the following:

1. USG Corporation.

2. National Gypsum Company.

3. G-P Gypsum.

4. Or equal.

B. Noise Reducing Gypsum Board: Subject to compliance with requirements, provide products by one of the following:

1. QuietRock. (Basis of Design)

2. GypSorb.

3. Or equal.

C. Steel Trim Accessories: Subject to compliance with requirements, provide products by one of the following:

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1. USG Corporation.

2. Amico.

3. Or equal.

D. Aluminum Trim: Subject to compliance with requirements, provide products by one of the following:

1. Fry Reglet Corp.

2. Gordon, Inc.

3. Pittcon Industries.

4. Or equal.

2.2 PANELS, GENERAL
A. Size: Provide in 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. General: Complying with ASTM C 36 or ASTM C 1396, as applicable to type of gypsum board indicated and whichever is more stringent.

B. Type X:

1. Thickness: 5/8 inch.

2. Long Edges: Tapered.

C. Water-Resistant Gypsum Backing Board: ASTM C 630 or ASTM C 1396.

1. Core: 5/8 inch, Type X.

2. Use: Toilet rooms and janitor’s closets walls with painted finish.

3. Products:
a. USG Mold Tough Firecode Core Gypsum Panels by USG.
b. Gold Bond Brand Moisture-Resistant Fire Resistant Gypsum Board by National Gypsum.
c. Or equal.

4. When Water-Resistant Gypsum Backing Boards are not available (gradual phasing out by manufacturers), provide Moisture- and Mold-Resistant Type: With moisture- and moldresistant core and surfaces. a. USG Mold Tough Firecode Core Gypsum Panels by USG.
b. XP Wallboard by National Gypsum.
c. DensArmor Interior Guard by G-P.
d. Or equal.

D. Noise Reducing Gypsum Board:

1. Product: Model 525 by QuietRock.

2. Type and thickness: Type X fire-rated, 5/8 inch thick.

3. Configuration: Multi-layer application (staggered joints).

4. Weight: 2.7 lbs/sq ft.

5. STC-rated: Between 51 to 72 depending on assembly per ASTM E90.

6. Surface Flame: Class A per ASTM E84.

7. R value: 0.5

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GYPSUM BOARD 092900 - 4

8. UL-rated assemblies: U386, W317.

2.4 TRIM ACCESSORIES
A. Trim: ASTM C 1047.

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

2. 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.

B. Aluminum Trim: Extruded accessories of profiles and dimensionsindicated.

1. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221, Alloy 6063-T5.

2. Finish: Corrosion-resistant primer compatible with joint compound and finish materials specified.

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

B. Joint Tape: Paper.

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

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

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

C. Acoustical Sealant: Comply with Division 7 Section “Joint Sealants”.

D. Thermal and Acoustical Insulation: As specified in Division 7 Section "Building Insulation." E. Gypsum Board Adhesives: High performance latex-based construction adhesive designed for gypsum board applications.

1. Green Series SW-325 Shear & Drywall Adhesive by OSI.

2. Drywall Adhesive GDWA by Grabberman.

3. Or equal.

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GYPSUM BOARD 092900 - 5
PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames and framing, for compliance with requirements and other conditions affecting performance.

B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged.

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

3.2 APPLYING AND FINISHING PANELS, GENERAL
A. Comply with ASTM C 840.

B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member.

C. Install panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place.

D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings.

E. Form control and expansion joints with space between edges of adjoining gypsum panels.

F. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally.

1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area.

2. Fit gypsum panels around ducts, pipes, and conduits.

3. Where partitions intersect structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by structural members; allow 1/4- to 3/8-inch- wide joints to install sealant.

G. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. 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.

H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first.

I. Wood Framing: Install gypsum panels over wood framing, with floating internal corner construction. Do not attach gypsum panels across the flat grain of wide-dimension lumber,

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including floor joists and headers. Float gypsum panels over these members, or provide control joints to counteract wood shrinkage.

3.3 INSTALLING TRIM ACCESSORIES
A. General: 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.

B. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect.

C. Interior Trim: Install in the following locations:

1. Cornerbead: Use at outside corners, unless otherwise indicated.

2. LC-Bead: Use at exposed panel edges.

3. L-Bead: Use where indicated.

4. U-Bead: Use at exposed panel edges.

5. Curved-Edge Cornerbead: Use at curved openings.

D. Aluminum Trim: Install in locations indicated on Drawings Insert requirements.

3.4 FINISHING GYPSUM BOARD
A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces.

B. Prefill open joints and damaged surface areas.

C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape.

D. Gypsum Board Finish Levels: Comply with GA 214 for Level definitions.

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

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

3. Level 3: Where indicated on Drawings.

4. Level 4: At panel surfaces that will be exposed to view with flat paint finish. a. Primer and its application to surfaces are specified in other Division 9 Sections.

5. Level 5: At panel surfaces that will be exposed to view with non-flat paint finish. a. Primer and its application to surfaces are specified in other Division 9 Sections.

3.5 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 damaged.

1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape.

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2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.

END OF SECTION 092900

CIP 689 - Clark Building Renovations
TILING 093000 - 1
SECTION 093000 - TILING
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Tile.

2. Waterproof membrane for tile installations.

3. Cementitious backer units installed as part of tile installations.

4. Stone thresholds installed as part of tile installations.

B. Related Sections include the following:

1. Division 9 Section "Gypsum Board" for moisture resistant gypsum board.

1.3 DEFINITIONS
A. General: Definitions in the ANSI A108 series of tile installation standards and in ANSI A137.1 apply to Work of this Section unless otherwise specified.

B. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI A108.1A, ANSI A108.1B, ANSI A108.1C, ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108.8, ANSI A108.9, ANSI A108.10, ANSI A108.11, ANSI A108.12, ANSI A108.13, ANSI A108.14, ANSI A108.15, ANSI A108.16, and ANSI A108.17, which are contained in "American National Standard Specifications for Installation of Ceramic Tile." C. Module Size: Actual tile size (minor facial dimension as measured per ASTM C 499) plus joint width indicated.

1.4 SUBMITTALS
A. Product Data: For each type of product indicated.

B. Shop Drawings: Show locations of each type of tile and tile pattern. Show widths, details, and locations of expansion, contraction, control, and isolation joints in tile substrates and finished tile surfaces.

1. Propose locations of expansion, contraction, control, and isolation joints if not indicated on Drawings.

C. Installation Method: Show TCA installation method number for each tiled area in tabulated form.

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TILING 093000 - 2
D. Samples for Initial Selection: For each type of tile and grout indicated. Include Samples of accessories involving color selection.

E. Product Certificates: For each type of product, signed by product manufacturer.

F. Qualification Data: For Installer.

G. Material Test Reports: For each tile-setting and -grouting product.

1.5 QUALITY ASSURANCE
A. Source Limitations for Tile: Obtain all tile of same type and color or finish from one source or producer.

1. Obtain tile from same production run and of consistent quality in appearance and physical properties for each contiguous area.

B. Source Limitations for Setting and Grouting Materials: Obtain ingredients of a uniform quality for each mortar, adhesive, and grout component from a single manufacturer and each aggregate from one source or producer.

C. Source Limitations for Other Products: Obtain each of the following products specified in this Section through one source from a single manufacturer for each product:

D. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination."

1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirement in ANSI A137.1 for labeling sealed tile packages.

B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location.

1.7 PROJECT CONDITIONS
A. Environmental Limitations: Do not install tile until construction in spaces is complete and ambient temperature and humidity conditions are maintained at the levels indicated in referenced standards and manufacturer's written instructions.

1.8 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of ceramic tile and accessories that fails in materials or workmanship within specified warranty period.

1. Warranty Period: 1 year.

B. Installer’s Warranty: 1 year.

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TILING 093000 - 3

1.9 EXTRA MATERIALS
A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed, for each type, composition, color, pattern, and size indicated.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Tile: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. Porcelanosa. (Basis of Design)

2. Ann Sacks. (Basis of Design)

3. Crossville Ceramics Company, L.P.

4. Daltile; Div. of Dal-Tile International Inc.

5. American Olean; Div. of Dal-Tile International Corp.

6. Interceramic.

7. Or equal.

B. Setting, Grouting, and Waterproofing Materials: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. Custom Building Products.

2. LATICRETE International Inc.

3. MAPEI Corporation.

4. Or equal.

C. Sheet Waterproofing for Tile Installation: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturersspecified.

1. Noble Company (The); Nobleseal TS.

2. Schluter; KERDI.

3. Or equal.

D. Fluid Applied Waterproofing and Crack Suppression for Tile Installation: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. MAPEI Corporation; Mapelastic 315.

2. Custom Building Products; RedGard.

3. LATICRETE International Inc.; Laticrete 9235 Waterproof Membrane.

4. Or equal.

E. Cementitious Backer Board: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. USG Corporation; DUROCK Cement Board.

2. National Gypsum Company; PermaBase.

3. C-Cure; C-Cure Board 990.

4. Custom Building Products; Wonderboard.

5. Or equal.

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TILING 093000 - 4
F. Metal Edge Strips: Subject to compliance with requirements, provide products by one of the following manufacturers.

1. Schluter Systems (Basis of Design).

2. Blanke.

3. Or equal.

2.2 PRODUCTS, GENERAL
A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1, "Specifications for Ceramic Tile," for types, compositions, and other characteristics indicated.

1. Provide tile complying with Standard grade requirements.

B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI standards referenced in "Setting and Grouting Materials" Article.

C. Colors, Textures, and Patterns: Where manufacturer's standard products are indicated for tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, provide specific products or materials complying with the following requirements:

D. Factory Blending: For tile exhibiting color variations within ranges selected during Sample submittals, blend tile in factory and package so tile units taken from one package show same range in colors as those taken from other packages and match approved Samples.

2.3 TILE PRODUCTS
A. As indicated on Drawings.

2.4 THRESHOLDS
A. General: Fabricate to sizes and profiles indicated or required to provide transition between adjacent floor finishes.

B. Marble Thresholds: ASTM C 503 with a minimum abrasion resistance of 10 per ASTM C 1353 or ASTM C 241 and with honed finish.

2.5 SHEET WATERPROOFING FOR TILE INSTALLATIONS
A. General: Manufacturer's standard product that complies with ANSI A118.10.

B. Thin (1/32 inch) bonded, load bearing sheet membrane for waterproofing. Alloy made from Chlorinated Polyethylene (CPE) with nonwoven fabric laminated to both sides.

1. System Performance: 1-14 “Extra Heavy Service” cycles per ASTM C627.

2. Hardness: 82 shore A per ASTM D2240.

3. Tensile Strength: 1600 psi per ASTM D412 Die C.

4. Elongation: 44% per ASTM D412 Die C.

5. Tear Strength: 400 psi per ASTM D624 DieC.

6. Shear Strength: Pass per ANSI A118.10-1993.

CIP 689 - Clark Building Renovations
TILING 093000 - 5

7. Shear Strength - Water Immersion: Pass per ANSI A118.10-1993.

8. Fungus & microorganism Resistance: Pass per ANSI A118.10-1993.

9. Seam Strength: Pass per ANSI A118.10-1993.

10. Waterproofness: Pass per ANSI A118.10-1993.

C. Product: Ditra XL System by Schluter or equal.

1. Description: Corrugated polyethylene with dovetail-shaped corrugations and with anchoring webbing on underside; 5/16-inch nominal thickness.

2. Accessories:
a. Polyethylene Sheet: Polyethylene faced on both sides with fleece webbing; 0.008- inch nominal thickness. Kerdi-Band and Kerdi-Flex by Schluter or equal.

2.6 SETTING AND GROUTING MATERIALS
A. Latex-Portland Cement Mortar (Thin Set): ANSI A118.4, consisting of the following:

1. Prepackaged dry-mortar mix combined with acrylic resin or styrene-butadiene-rubber liquid-latex additive.
a. For wall applications, provide nonsagging mortar that complies with Paragraph F4.6.1 in addition to the other requirements in ANSI A118.4.

2. Products:
a. MAPEI: Ultraflex 2, Walls: MAPEI Ultralite.
b. 254 Platinum by Laticrete.
c. Custom Building Products: MegaFlex.
d. Or equal.

B. Polymer-Modified Tile Grout: ANSI A118.7.

1. Polymer Type: Either ethylene vinyl acetate, in dry, redispersible form, prepackaged with other dry ingredients, or acrylic resin or styrene-butadiene rubber in liquid-latex form for addition to prepackaged dry-grout mix.
a. Unsanded grout mixture for joints 1/8 inch and narrower. b. Sanded grout mixture for joints 1/8 inch and wider.

2. Colors: As selected by Architect from manufacturer’s fullrange.

3. Products:
a. MAPEI Ultracolor.
b. 1776 (liquid) Grout Admix Plus with 1500 (sanded)/1600 (un-sanded) Series (powder) Tri-Poly Fortified Grout by Laticrete.
c. Or equal.

2.7 ELASTOMERIC SEALANTS
A. General: Provide manufacturer's standard chemically curing, elastomeric sealants of base polymer and characteristics indicated that comply with applicable requirements in Division 7 Section "Joint Sealants."

1. Use sealants that have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

B. Colors: Provide colors of exposed sealants to match colors of grout in tile adjoining sealed joints, unless otherwise indicated.

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TILING 093000 - 6

2.8 CEMENTITIOUS BACKER UNITS
A. Properties:

1. Aggregated portland cement board with coated glass-mesh reinforcementscrim.

2. Comply with ANSI A118.9.

3. Pass ASTM E136 for non-combustibility.

4. Thickness: As indicated on Drawings.

5. Lengths: Maximum lengths available to minimize end-to-end butt joints.

2.9 MOISTURE AND MOLD-RESISTANT GYPSUM BOARD
A. Comply with requirements of Division 9 Section “Gypsum Board”.

B. Substrates for painted surfaces in toilet rooms. Do not use as substrate for tile application.

2.10 MISCELLANEOUS MATERIALS
A. Trowelable Underlayments and Patching Compounds: Latex-modified, portland cement-based formulation provided or approved by manufacturer of tile-setting materials for installations indicated.

B. Metal Edge Strips: Angle or L-shape, height to match tile and setting-bed thickness, metallic or combination of metal and PVC or neoprene base, designed specifically for flooring applications, in aluminum finishes selected by Architect.

1. Outside Corners: ECK-E by Schluter or equal.

2. Exposed Edges: JOLLY by Schluter or equal.

C. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout surfaces, specifically approved for materials and installations indicated by tile and grout manufacturers.

2.11 MIXING MORTARS AND GROUT
A. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions.

B. Add materials, water, and additives in accurate proportions.

C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce mortars and grouts of uniform quality with optimum performance characteristics for installations indicated.

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TILING 093000 - 7
PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile.

1. Verify that substrates for setting tile are firm; dry; clean; free of oil, waxy films, and curing compounds; and within flatness tolerances required by referenced ANSI A108 Series of tile installation standards for installations indicated. a. Sub-floor and Vertical Surfaces: 1/4 inch in 10 feet.

2. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work, and similar items located in or behind tile has been completed before installing tile.

3. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if not coordinated, adjust joint locations in consultation with Architect.

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

3.2 PREPARATION
A. Remove coatings, including curing compounds and other substances that contain soap, wax, oil, or silicone, that are incompatible with tile-setting materials.

B. Provide concrete substrates for tile floors installed with mortar that comply with flatness tolerances specified in referenced ANSI A108 Series of tile installation standards.

1. Fill cracks, holes, and depressions with trowelable leveling and patching compound according to tile-setting material manufacturer's written instructions. Use product specifically recommended by tile-setting material manufacturer.

2. Remove protrusions, bumps, and ridges by sanding or grinding.

C. Blending: For tile exhibiting color variations within ranges selected during Sample submittals, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project site beforeinstalling.

3.3 INSTALLATION, GENERAL
A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated in ceramic tile installation schedules.

B. TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated in ceramic tile installation schedules.

C. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments.

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TILING 093000 - 8
D. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrationsso plates, collars, or covers overlap tile.

E. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints when adjoining tiles on floor, base, walls, and trim are same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise indicated.

F. Lay out tile wainscots to next full tile beyond dimensionsindicated.

G. Expansion Joints: Locate expansion joints and other sealant-filled joints, including control, contraction, and isolation joints, where indicated during installation of setting materials, mortar beds, and tile. Do not saw-cut joints after installing tiles.

1. Locate joints in tile surfaces directly above joints in concrete substrates.

H. Grout tile to comply with requirements of the following tile installation standards:

1. For ceramic tile grouts (polymer modified grouts), comply with ANSI A108.10.

3.4 CEMENTITIOUS BACKER UNIT INSTALLATION
A. Install cementitious backer units and treat joints according to ANSI A108.11 and manufacturer's written instructions for type of application indicated. Use latex-portland cement mortar for bonding material unless otherwise directed in manufacturer's written instructions.

B. Where tile backing panels abut other types of panels in same plane, shim surfaces to produce a uniform plane across panel surfaces.

C. At showers, tubs, and where indicated, install cementitious backer units and treat joints to comply with ANSI A108.11 and manufacturer's written instructions for type of application indicated.

3.5 WATERPROOFING INSTALLATION
A. Install waterproofing to comply with ANSI A108.13 and waterproofing manufacturer's written instructions to produce waterproof membrane of uniform thickness bonded securely to substrate.

B. Do not install tile over waterproofing until waterproofing has been tested to determine that it is watertight.

3.6 CRACK-SUPPRESSION MEMBRANE INSTALLATION
A. Install crack-suppression membrane to comply with manufacturer's written instructions to produce membrane of uniform thickness bonded securely to substrate.

B. Do not install tile over crack-suppression membrane until waterproofing has cured and been tested to determine that it is watertight.

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TILING 093000 - 9

3.7 FLOOR TILE INSTALLATION
A. General: Install tile to comply with requirements in the Floor Tile Installation Schedule, including those referencing TCA installation methods and ANSI A108 Series of tile installation standards.

B. Joint Widths: 1/16 inch unless specified otherwise.

C. Metal Edge Strips: Install at locations indicated or where exposed edge of tile flooring meets carpet, wood, or other flooring that finishes flush with top of tile.

3.8 CLEANING AND PROTECTING
A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter.

1. Remove latex-portland cement grout residue from tile as soon as possible.

2. Clean grout smears and haze from tile according to tile and grout manufacturer's written instructions, but no sooner than 10 days after installation. Use only cleaners recommended by tile and grout manufacturers and only after determining that cleaners are safe to use by testing on samples of tile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after cleaning.

B. When recommended by tile manufacturer, apply coat of neutral protective cleaner to completed tile walls and floors. Protect installed tile work with kraft paper or other heavy covering during construction period to prevent staining, damage, and wear.

C. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is completed.

D. Before final inspection, remove protective coverings and rinse neutral cleaner from tile surfaces.

3.9 FLOOR TILE INSTALLATION, TCA ASSEMBLY
A. Tile Installation: Interior floor installation on waterproof membrane over concrete; thin-set mortar; TCA F122 and ANSI A108.5.

1. Mortar: Latex-portland cement mortar.

2. Grout: Polymer-modified sanded and polymer-modified unsanded grout.

3.10 EXTERIOR AND INTERIOR WALL TILE INSTALLATION, TCA ASSEMBLY A. Tile Installation: TCNA W221 and ANSI A108.1A, cement mortar bed (thickset) on metal lath over waterproof membrane.

1. Bond Coat for Wet-Set Method: Improved modified dry-set mortar.

2. Grout: Polymer-modified sanded and polymer-modified unsanded grout.

END OF SECTION 093000

INTEGRATED CEILING ASSEMBLIES 095000 -1
CIP 689 - Clark Building Renovations
SECTION 095000 – INTEGRATED CEILING ASSEMBLIES
PART 1 – GENERAL

1.1 RELATED DOCUMENTS
Drawings and general conditions of Contract, including General and Supplementary Conditions and Divisions-1 Specification sections apply to work of this section.

1.2 SUMMARY
a) Section Includes
1) Acoustical ceiling panel
2) Wire hangers, fasteners, main runners, cross tees, and wall angle moldings 3) Perimeter Trim
b) Related Sections
1) Section 09 20 00 - Plaster and Gypsum Board
2) Divisions 23 - HVAC Air Distribution
3) Division 26 - Electrical
c) Alternates
1) Prior Approval: Unless otherwise provided for in the Contract documents, submit proposed product substitutions no later than TEN (10) working days prior to the date established for receipt of bids. Acceptability of a proposed substitution is contingent upon the Architect’s review and acceptance. Approved products will be set forth by the Addenda. If a substitution is included in a Bid and is not approved by an Addendum, the specified products shall be provided as in place of the substitute without additional compensation.
2) Submittals that do not provide adequate data for the product evaluation will not be considered. The proposed substitution must meet all requirements of this section, including but not necessarily limited to, the following: Single source materials suppliers (if specified in Section 1.5); Underwriters' Laboratories Classified Acoustical performance; Panel design, size, composition, color, and finish; Suspension system component profiles and sizes; Compliance with the referenced standards.

1.3 REFERENCES
a) American Society for Testing and Materials (ASTM):

INTEGRATED CEILING ASSEMBLIES 095000 -2
CIP 689 - Clark Building Renovations
1) ASTM A 1008 Standard Specification for Steel, Sheet, Cold Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability
2) ASTM A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire 3) ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process
4) ASTM C 645 Standard Specification for Metal Suspension Systems 5) ASTM C 636 Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels
6) ASTM C754 AND C1858 All installations should be in compliance with these tests. 7) ASTM D 3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber
8) ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials
9) ASTM E 580 Installation of Metal Suspension Systems in Areas Requiring Moderate Seismic Restraint
10) ASTM C 423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method
11) ASTM E 1414 Standard Test Method for Airborne Sound Attenuation between Rooms Sharing a Common Ceiling Plenum
12) ASTM E 1264 Classification for Acoustical Ceiling Products 13) ASTM E3090 All references to suspension component property testing per this test method.
b) B. International Building Code
c) C. ASHRAE Standard 62.1-2004, Ventilation for Acceptable Indoor Air Quality d) D. NFPA 70 National Electrical Code
e) E. ASCE 7 American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures
f) International Code Council-Evaluation Services - AC 156 Acceptance Criteria for Seismic Qualification Testing of Non-structural Components
g) International Code Council-Evaluation Services Report - Seismic Engineer Report a. 1. ESR 1289 - Armstrong Suspension Systems
h) California Department of Public Health CDPH/EHLB Emission Standard Method Version

1.2 2017
i) LEED - Leadership in Energy and Environmental Design is a set of rating systems for the design, construction, operation, and maintenance of green buildings j) International Well Building Standard
k) Mindful Materials
l) Living Building Challenge

INTEGRATED CEILING ASSEMBLIES 095000 -3
CIP 689 - Clark Building Renovations

1.4 SYSTEM DESCRIPTION
Continuous/Wall-to-Wall or Cloud installation

1.5 SUBMITTALS
a) Shop Drawings: Layout and details of ceilings. Show locations of items that are to be coordinated with, or supported by the ceilings.
b) Installation Instructions: Submit manufacturer’s installation instructions as referenced in Part three, Installation.
c) Product Data: Submit manufacturer’s technical data for each type of ceiling unit and suspension system required.
d) Samples: Minimum 6 x 6 inch samples of specified panel; 8 inch long samples of exposed wall molding and suspension system, including main runner and 4 foot cross tees.
e) Certifications: Manufacturer’s certifications that products comply with specified requirements, including laboratory reports showing compliance with specified tests and standards.
f) Non-Conformance: All products not conforming to the requirements of this specification and or the manufacturer’s published values are to be disposed. The Contractor performing the work will replace with approved product at their expense.

1.6 SUSTAINABLE MATERIALS
a) Transparency: Manufacturers will be given preference when they provide documentation to support sustainable requirements for the following: Material ingredient transparency, Removal of Red List Ingredients per LBCV3, Life Cycle impact information, LowEmitting Materials, and Clean Air performance. 1) Health Product Declaration. The end use product has a published, complete Health Product Declaration with disclosure at a minimum of 1000ppm of known hazards in compliance with the Health Product Declaration open Standard. 2) Declare Label. The end use product has a published Declare label by the International Living Future Institute with disclosure of 100 ppm with a designation of Red List Free or Compliant (less than 1% proprietary ingredients). 3) Low Emitting products with VOC emissions data. Preference will also be given to manufacturers that can provide emissions data showing their products meet CDPH Standard Method v1.2, 2017 (Section 01350).
4) Life cycle analysis. Products that have communicated lifecycle data through Environmental Product Declarations (EPDs) will be preferred. 5) End of Life Programs/Recycling: Where applicable, manufacturers that provide the option for recycling of their products into new products at end-of-life through takeback programs will be preferred. 6) Products meeting LEED V4 requirements including:
a. Storage & Collection of Recyclables

INTEGRATED CEILING ASSEMBLIES 095000 -4
CIP 689 - Clark Building Renovations
b. Construction and Demolition Waste Management Planning c. Building Life-Cycle Impact Reduction
d. Building Product Disclosure and Optimization Environmental Product Declarations
e. Building Product Disclosure and Optimization Sourcing of Raw Materials f. Building Product Disclosure and Optimization Material Ingredients g. Construction and Demolition Waste Management

1.7 QUALITY ASSURANCE
a) Single-Source Responsibility: Provide acoustical panel units and grid components by a single manufacturer.
b) Fire Performance Characteristics: Identify acoustical ceiling components with appropriate markings of applicable testing and inspecting organization. c) Surface Burning Characteristics: As follows, tested per ASTM E 84 and complying with ASTM E 1264 Classification.
d) Acoustical Panels: As with other architectural features located at the ceiling that may obstruct or skew the planned fire sprinkler pattern through possibly delay or accelerate the activation of the sprinkler or fire detection systems by channeling heat from a fire either toward or away from the device. Designers and installers are advised to consult a fire protection engineer, NFPA 13, or their local codes for guidance where automatic fire detection and suppression systems are present.
e) Coordination of Work: Coordinate acoustical ceiling work with installers of related work including, but not limited to building insulation, gypsum board, light fixtures, mechanical systems, electrical systems, and sprinklers. ACOUSTIBuilt Panels are 7/8” thick. f) Installer Qualification: Subcontractor is an experienced Installer that has reviewed and understands the system installation instructions thoroughly. Subcontractor will follow written installation instructions and utilize approved equipment and procedures for finishing installation.
g) ACOUSTIBuilt is finished to a level 4 drywall finish equivalent. Installing ACOUSTIBuilt requires special attention to finishing details. Light coves and low angle lighting will exaggerate imperfections. Mock-ups and hands-on training are strongly recommended.

1.8 DELIVERY, STORAGE AND HANDLING
a) Deliver acoustical ceiling units to project site in original, unopened packages/crates and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination, and other causes. b) Before installing acoustical ceiling units, permit them to reach room temperature and a stabilized moisture content. Store all material within temperature limits required by manufacturer.
c) Handle acoustical ceiling units carefully to avoid chipping edges or damaged units in any way.

INTEGRATED CEILING ASSEMBLIES 095000 -5
CIP 689 - Clark Building Renovations

1.9 PROJECT CONDITIONS
a) Space Enclosure:
1) Building areas to receive ceilings shall be free of construction dust and debris.

ACOUSTIBuilt panels should be installed in areas where the building is enclosed and the HVAC is continuously functioning. This product is not recommended for exterior applications, where standing water is present, or where moisture will come into direct contact with the ceiling.
i. HVAC should be designed, installed, and operated in accordance with ASHRAE Standard 62.1. It is also necessary for the area to be enclosed, for the HVAC systems to be functioning, and in continuous operations for the life of the product. Product is not intended for use where natural ventilation is part of the ventilation strategy and not recommended in areas where a differential plenum pressure exists.

1.10 WARRANTY
a) Acoustical Panel: Submit a written warranty executed by the manufacturer, agreeing to repair or replace panels that fail within the warranty period. Failures include, but are not limited to the following:
a. Acoustical Panels: Manufacturer’s defects in material b.Grid System: Rusting and manufacturer's defects
b) Warranty Period:
a. Acoustical panels: Ten (10) years from date of substantial completion b. Suspension: Ten (10) years from date of substantial completion c) The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents.

I. PART 2 - PRODUCTS

2.1 MANUFACTURERS
a) Basis of Design ACOUSTIBuilt:
a. Armstrong World Industries, Inc.
b) Finish
a. Joint Compound Finish by Others
b. Spray Applied Finish by Armstrong World Industries, Inc. c) Perimeter Trim Systems
a. Armstrong World Industries, Inc.

INTEGRATED CEILING ASSEMBLIES 095000 -6
CIP 689 - Clark Building Renovations

2.2.1 ACOUSTICAL CEILING UNITS
a) Acoustical Panels
1) Surface Texture: Fine
2) Composition: Mineral Fiber
3) Color: White (Fine Texture Finish for ACOUSTIBuilt panels) Black (Fine Texture Finish for ACOUSTIBuilt panels)
Custom Colors: Available in all colors tones
4) Size: 48 in x 72 in x 7/8 in - Item #2604
5) Edge Profile: Tapered edges four sides
6) Noise Reduction Coefficient (NRC): ASTM C 423; Panel 0.80 (UL) 7) Ceiling Attenuation Class (CAC): ASTM C 1414; Panel 46 (UL), System up to 48 8) Sabin: Cloud Applications: 0.80 Sabins/SF & 1.33 Sabins/SF with infill item 8200T10
9)Flame Spread: ASTM E 1264; Class A
10) Light Reflectance (LR) White Panel: ASTM E 1477; 0.87 11) Dimensional Stability: HumiGuard Plus
12) Recycle Content: Post-Consumer and Pre-Consumer – up to 75% 13) Material Ingredient Transparency: Health Product Declaration (HPD); Declare Label
14) Life Cycle Assessment: Third Party Certified Environment Product Declaration (EPD)
15) Acceptable Product: ACOUSTIBuilt panels #2604 No added formaldehyde as manufactured by Armstrong World Industries
16) Contact your local Armstrong Representative for required installation training at least 4-6 weeks before ordering materials and scheduling installation. b) Finish

1. Joint Compound
a.Setting Compound: Lightweight setting-type drywall joint compound, Ultra lightweight drying-type drywall joint compound
b.Joint Tape: Self-Adhesive mesh drywall joint tape (Panel to Panel)

1. Use Setting Type Compound for initial coats and use Drying Type Compound for final coats per the installation instructions. DO NOT use any other type of drywall compound such as All-Purpose Compound.

2. Paper tape at the wall intersection

INTEGRATED CEILING ASSEMBLIES 095000 -7
CIP 689 - Clark Building Renovations

2. Spray Applied Finish – Required Product: #2605WH or 2605BL Fine Texture Finish for ACOUSTIBuilt panels – White as manufactured by Armstrong World Industries.

For information regarding the ACOUSTIBuilt products, contact your Armstrong Sales Representative:
https://www.armstrongceilings.com/commercial/en/rep-locator.html c) Material Ingredient Transparency: Health Product Declaration (HPD); Declare Label d) Life Cycle Assessment: Third Party Certified Environmental Product Declaration (EPD) II. PART 3 - EXECUTION
a) Prior to installation, contact your Armstrong Installation Systems Specialist (ISS). Before installation, inspect previous work of all other trades. Verify that all work is complete and accurate to the point where this installation may properly proceed in strict accordance with framing shop drawings.
b) If framing preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
c) The system installation is similar to a conventional drywall installation. However, there are key differences in both material substrate and methods of finishing and installation that make this system unique. Installers should review and follow all written directions of the installation instructions and view the installation video.
https://www.armstrongceilings.com/commercial/en/commercial-ceilings-walls/acoustibuiltceiling-panels.html#!video=6034280272001 d) Installation: In accordance with all approved plans, details, and manufacturer's installation guidelines located in the Armstrong ACOUSTIBuilt Assembly and Installation Instructions (BPLA-299099) Click to follow to ACOUSTIBuilt Installation Instructions, and Drywall Grid Systems Hanging and Framing Flat Ceilings Installation Guides (BPCS3539) Click to follow to Hanging and Framing Flat Drywall Instructions.

3.2.1 PREPARATION
a) Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has been completed and thoroughly dried out, unless expressly permitted by manufacturer's printed recommendations.
b) Coordination: Furnish layouts for preset inserts, clips, and other ceiling anchors whose installation is specified in other sections.
c) Furnish concrete inserts and similar devices to other trades for installation well in advance of time needed for coordination of other work.

3.2.3 INSTALLATION
Follow manufacturer installation instructions. Armstrong ACOUSTIBuilt Assembly and Installation Instructions (BPLA-299099) Click to follow to ACOUSTIBuilt Installation Instructions Check A) Control joints are required following the standards used for gypsum board listed in ASTM C840, Section 20

INTEGRATED CEILING ASSEMBLIES 095000 -8
CIP 689 - Clark Building Renovations
I. Ceilings with perimeter relief cannot exceed 50 LF and 2500 SF between control joints
II. Ceilings without perimeter relief cannot exceed 30 LF and 900 SF between control joints
B) Panel joints and fasteners are finished with tape and compound to create a flat surface. While the materials used to finish ACOUSTIBuilt panels are also used to finish drywall, the procedure has unique requirements.

C) Joint compound coverage shall be limited to preserve the acoustical performance of the panels. Compound at panel joints shall not exceed 8 inch widths. Compound applied to field fasteners shall not exceed 2 inch by 2-inch areas. All compound shall be smooth and free of tool marks and ridges. Panels are to be finished with taping knives. Production tools, including boxes, are detailed on the installation instructions.

D) Sanding and inspection: Throughout the sanding process, inspect the surface frequently for flatness. Direct a light across the ceiling to highlight unevenness that requires attention.

E) Fine Texture Finish shall be applied in 4-5 coat process (additional coat may be used to achieve the desired finish) as called out in the installation instructions. Fine Texture Finish for ACOUSTIBuilt is applied in multiple coats, layered to achieve a uniform appearance and acoustical performance. It is strongly encouraged to practice spraying to ensure proper calibration and technique are achieved. Refer to the installation video.

I. ACOUSTIBuilt fine texture finish MUST be sprayed with a Graco Mark V texture system. This equipment properly atomizes the finish for acoustics and aesthetics.

Fine texture finish is not intended for use with any other airless paint systems not recommended by Armstrong or to be applied by brush or rolling.

II. See Manufactures installation instructions for correct spray tip, pressure settings for spray system, finish preparation, spray calibration and spray procedure and technique.

3.2.4 ADJUSTING AND CLEANING
a) To remove soot, dirt, and dust use a vacuum operating at low power with a soft brush or use a dry soot cleaning sponge.
b) Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch up of minor finish damage.

End of Section

CIP 689 - Clark Building Renovations
RESILIENT SHEET FLOORING 096516 - 1
SECTION 096516 – RESILIENT SHEET FLOORING
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes:

1. Sheet vinyl floor coverings.

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

B. Shop Drawings: For each type of flooring. Include flooring layouts, locations of seams, edges, columns, doorways, enclosing partitions, built-in furniture, cabinets, and cutouts.

1. Show details of special patterns.

2. Include concrete moisture and alkalinity limits.

C. Samples for Initial Selection: For each type of floor covering indicated.

1. Include similar Samples of installation accessories involving color selection.

D. Samples for Verification: In manufacturer's standard size, but not less than 6-by-9-inch sections of each different color and pattern of floor covering required.

1. For heat-welding bead, manufacturer's standard-size Samples, but not less than 9 inches long, of each color required.

E. Heat-Welded Seam Samples: For each flooring product and welding bead color and pattern combination required; with seam running lengthwise and in center of 6-by-9-inch Sample applied to a rigid backing and prepared by Installer for this Project.

F. Qualification Data: For Installer.

G. Maintenance Data: For floor coverings to include in maintenance manuals.

1.4 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who employs workers for this Project that are competent in heat-welding techniques required by manufacturer for floor covering installation.

1. Engage an installer who employs workers for this Project that are trained or certified by floor covering manufacturer for heat-welding techniques required.

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RESILIENT SHEET FLOORING 096516 - 2
B. Fire-Test-Response Characteristics: Provide products identical to those tested for fire-exposure behavior per test method indicated by a testing and inspecting agency acceptable to authorities having jurisdiction.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Store floor coverings and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg F or more than 90 deg F. Store rolls upright.

1.6 PROJECT CONDITIONS
A. Maintain temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 85 deg F, in spaces to receive floor tile during the following time periods:

1. 48 hours before installation.

2. During installation.

3. 48 hours after installation.

B. After postinstallation period, maintain temperatures within range recommended by manufacturer, but not less than 55 deg F or more than 95 deg F.

C. Close spaces to traffic during floor covering installation.

D. Close spaces to traffic for 48 hours after floor covering installation.

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

1.7 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of sheet vinyl floor coverings that fails in materials or workmanship within specified warranty period.

1. Warranty Period: 5 years.

B. Installer’s Warranty: 1 year.

1.8 EXTRA MATERIALS
A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Furnish not lessthan 10 linear feet for every 500 linear feet or fraction thereof, in roll form and in full roll width for each color, pattern, and type of floor covering installed.

CIP 689 - Clark Building Renovations
RESILIENT SHEET FLOORING 096516 - 3
PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Sheet Vinyl Floor Coverings: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Johnsonite. (Basis of Design)

2. TOLI International.

3. Altro Floors.

4. Armstrong World Industries, Inc.

5. Forbo Industries, Inc.

6. Mannington Commerical.

7. Or equal.

2.2 SHEET VINYL FLOOR COVERING
A. Product: iQ Natural by Johnsonite or equal.

1. Material: Plasticizer based on renewable resources and the iQ construction for low maintenance.

2. Construction: Composed of iQ technology, which is an exclusive blend of quality raw materials that provide a superior wear and abrasion resistance surface.

3. Overall thickness: 0.080” (2.0 mm).

4. Performance Data:
a. Sheet material meets ASTM F 1913 performance standardsfor homogeneoussingle layered vinyl floor covering.
b. Resistance to heat by color change (ASTM F 1514): ΔE ≤ 8.0. c. Resistance to light by color change (ASTM F 1515): ΔE ≤ 8.0. d. Electrostatic Propensity (EN 1815): < 2 kV.
e. Static coefficient of friction (ASTM D 2047): > 0.6. f. Static Load Limit (ASTM F 970): Passes 250 psi requirement. g. Fire Performance:
1) Flooring Radiant Panel: ASTM E 648 – Class 1.
2) Smoke Density: ASTM E 662 Less than 450.

5. Color: As indicated on Drawings.

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 floor covering manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturer to suit sheet vinyl floor covering and substrate conditions indicated.

1. Use adhesives that have a VOC content of 50 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

C. Heat-Welding Bead: Solid-strand product of floor covering manufacturer.

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

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RESILIENT SHEET FLOORING 096516 - 4
D. Integral-Flash-Cove-Base Accessories:

1. Cove Strip: 1-inch radius provided or approved by floor covering manufacturer.

2. Cap Strip: Square metal, vinyl, or rubber cap provided or approved by floor covering manufacturer.

3. Corners: Metal inside and outside corners and end stops provided or approved by floor covering manufacturer.

E. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of floor coverings, and in maximum available lengths to minimize running joints.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances, moisture content, and other conditions affecting performance.

1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of floor coverings.

2. Proceed with installation only after unsatisfactory conditions have beencorrected.

3.2 PREPARATION
A. Prepare substrates according to manufacturer's written recommendations to ensure adhesion of floor coverings.

B. Concrete Substrates:

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

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

D. Use trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates.

E. Move floor coverings and installation materials into spaces where they will be installed at least 48 hours in advance of installation.

1. Do not install floor coverings until they are same temperature as space where they are to be installed.

F. Sweep and vacuum clean substrates to be covered by floor coverings immediately before installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and dust.

Proceed with installation only after unsatisfactory conditions have been corrected.

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RESILIENT SHEET FLOORING 096516 - 5

3.3 INSTALLATION
A. Unroll sheet vinyl floor coverings and allow them to stabilize before cutting and fitting.

B. Lay out sheet vinyl floor coverings as follows:

1. Maintain uniformity of floor covering direction.

2. Minimize number of seams; place seams in inconspicuous and low-traffic areas, at least 6 inches away from parallel joints in floor covering substrates.

3. Match edges of floor coverings for color shading atseams.

4. Avoid cross seams.

C. Scribe and cut floor coverings to butt neatly and tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings.

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

E. Maintain reference markers, holes, or openings that are in place or marked for future cutting by repeating on floor coverings as marked on substrates. Use chalk or other nonpermanent marking device.

F. Install floor coverings on covers for telephone and electrical ducts and similar itemsin installation areas. Maintain overall continuity of color and pattern with pieces of floor coverings installed on covers. Tightly adhere floor covering edgesto substratesthat abut covers and to cover perimeters.

G. Adhere floor coveringsto substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections.

H. Heat-Welded Seams: Comply with ASTM F 1516. Rout joints and use welding bead to permanently fuse sections into a seamless floor covering. Prepare, weld, and finish seams to produce surfaces flush with adjoining floor covering surfaces.

I. Integral Flash Cove Base: Cove floor coverings 6 inches up vertical surfaces. Support floor coverings at horizontal and vertical junction by cove strip. Butt at top against cap strip.

1. Install metal corners at inside and outside corners.

3.4 CLEANING AND PROTECTION
A. Perform the following operations immediately after completing floor covering installation:

1. Remove adhesive and other blemishes from floor covering surfaces.

2. Sweep and vacuum floor coverings thoroughly.

3. Damp-mop floor coverings to remove marks and soil.
a. Do not wash floor coverings until after time period recommended by manufacturer.

B. Protect floor coverings from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer.

1. Apply protective floor polish to surfaces that are free from soil, visible adhesive, and blemishes if recommended in writing by manufacturer.

2. Cover floor coverings with undyed, untreated building paper until Substantial Completion.

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RESILIENT SHEET FLOORING 096516 - 6

3. Do not move heavy and sharp objects directly over floor coverings. Place plywood or hardboard panels over floor coverings and under objects while they are being moved. Slide or roll objects over panels without moving panels.

END OF SECTION 096516

CIP 689 - Clark Building Renovations
RESILIENT TILE FLOORING 096519 - 1
SECTION 096519 - RESILIENT TILE FLOORING
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Luxury Vinyl Tile (LVT).

2. Resilient wall base and accessories.

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

B. Samples for Initial Selection: For each type of product indicated.

C. Samples for Verification: Full-size units of each color and pattern of resilient floor tile required.

D. Maintenance Data: For resilient products to include in maintenance manuals.

1.4 QUALITY ASSURANCE
A. Fire-Test-Response Characteristics: Provide products identical to those tested for fire-exposure behavior per test method indicated by a testing and inspecting agency acceptable to authorities having jurisdiction.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Store resilient products and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg F or more than 90 deg F. Store tiles on flat surfaces.

1.6 PROJECT CONDITIONS
A. Maintain temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 95 deg F, in spaces to receive floor tile during the following time periods:

1. 48 hours before installation.

2. During installation.

CIP 689 - Clark Building Renovations
RESILIENT TILE FLOORING 096519 - 2

3. 48 hours after installation.

B. After postinstallation period, maintain temperatures within range recommended by manufacturer, but not less than 55 deg F or more than 95 deg F.

C. Close spaces to traffic during floor covering installation.

D. Close spaces to traffic for 48 hours after floor covering installation.

E. Install resilient products after other finishing operations, including painting, have been completed.

1.7 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agreesto repair or replace components of resilient floor tile that fails in materials or workmanship within specified warranty period.

1. Warranty Period: 1 year.

B. Installer’s Warranty: 1 year.

1.8 EXTRA MATERIALS
A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Floor Tile: Furnish 1 box for every 50 boxes or fraction thereof, of each type, color, and pattern of floor tile installed.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Luxury Vinyl Tile (LVT): Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Milliken. (Basis of Design)

2. Shaw Hard Surface.

3. Armstrong World Industries, Inc.

4. Lightwood by TOLI International.

5. Marley Flexco (USA), Inc.

6. Roppe Corporation.

7. VPI, LLC, Floor Products Division.

8. Or equal.

B. Type TP Resilient Wall Base: Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturersspecified.

1. Flexco. (Basis of Design)

2. Johnsonite.

3. Burke Mercer Flooring Products.

CIP 689 - Clark Building Renovations
RESILIENT TILE FLOORING 096519 - 3

4. Allstate Rubber.

5. Armstrong.

6. Or equal.

2.2 LUXURY VINYL TILE (LVT)
A. Products: As indicated on Drawings.

2.3 RESILIENT WALL BASE
A. Products: As indicated on Drawings.

2.4 MOISTURE BARRIER
A. Suppresses extreme moisture emission levels in concrete up to 99.5% RH (Relative humidity) ASTM F2170.

B. Protects against alkalinity and promotes flooring adhesion.

C. Mold and fungus resistant (ASTM D3273).

2.5 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, mildew-resistant, nonstaining type to suit products and subfloor conditions indicated, that complies with flammability requirements for installed resilient tile and as recommended/ required by the manufacturer for warrantee acceptance or provided by resilient tile manufacturer for the type of carpet being installed.

1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):
a. VCT and Asphalt Tile Adhesives: 50 g/L.
b. Cove Base Adhesives: 50 g/L.
c. Rubber Floor Adhesives: 60 g/L.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances, moisture content, and other conditions affecting performance.

1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products.

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RESILIENT TILE FLOORING 096519 - 4

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

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

B. Concrete Substrates:

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

C. 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.

D. Use trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates.

E. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation.

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

F. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and dust.

Proceed with installation only after unsatisfactory conditions have been corrected.

3.3 TILE INSTALLATION
A. Lay out tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter.

B. Match tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, ifso numbered. Discard broken, cracked, chipped, or deformed tiles.

C. Scribe, cut, and fit tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture, cabinets, pipes, outlets, edgings, door frames, thresholds, and nosings.

D. Extend tiles into toe spaces, door reveals, closets, and similar openings.

E. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent, nonstaining marking device.

F. Install tiles on covers for telephone and electrical ducts and similar items in finished floor areas.

Maintain overall continuity of color and pattern with pieces of tile installed on covers. Tightly adhere tile edges to substrates that abut covers and to cover perimeters.

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RESILIENT TILE FLOORING 096519 - 5
G. Adhere tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections.

3.4 RESILIENT WALL BASE INSTALLATION
A. Apply wall base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

B. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.

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

D. Do not stretch wall base during installation.

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

F. Premolded Corners: Install premolded corners before installing straight pieces.

3.5 CLEANING AND PROTECTION
A. Perform the following operations immediately after completing resilient product installation:

1. Remove adhesive and other blemishes from exposed surfaces.

2. Sweep and vacuum surfaces thoroughly.

3. Damp-mop surfaces to remove marks and soil.
a. Do not wash surfaces until after time period recommended by manufacturer.

B. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer.

1. Apply protective floor polish to horizontal surfaces that are free from soil, visible adhesive, and surface blemishes if recommended in writing by manufacturer. a. Use commercially available product acceptable to manufacturer.

2. Do not move heavy and sharp objects directly over surfaces. Place hardboard or plywood panels over flooring and under objects while they are being moved. Slide or roll objects over panels without moving panels.

END OF SECTION 096519

CIP 689 - Clark Building Renovations
PAINTING 099100 - 1
SECTION 099100 - PAINTING
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Surface Preparation.

2. Field application of paints, stains, varnishes, and other coatings.

1.3 SUBMITTALS
A. Product data - Submit product data sheets for each product.

B. Samples:

1. Submit two painted samples, illustrating selected colors and textures for each color and systems selected with specified coats cascaded.

2. Submit on suitable backing, 8x10 inch size.

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 specified.
a. Vertical and Horizontal Surfaces: Provide samples of at least 4 by 4 feet. b. Other Items: Architect will designate items or areasrequired.

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 project.

3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.

4. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.5 DELIVERY, STORAGE, AND PROTECTION
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.

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PAINTING 099100 - 2
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.

1.6 ENVIRONMENTAL REQUIREMENTS
A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.

B. Provide lighting level of 80 ft candles measured mid-height at substrate surface.

C. Environment Requirements:

1. Comply with manufacturer's recommendations as to environmental conditions under which coatings and coating systems can be stored and applied.

2. Do not paint when there is a threat of rain within 24 hours or when surface or air temperatures are at or below 40 degrees.

1.7 WARRANTY
A. Installer Warranty: 1 year.

1.8 EXTRA STOCK
A. Minimum 1 gallon each product in original or new 1 gallon cans.

1. Color spot each lid.

2. Identify with formula, location, product and date.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Paints: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Benjamin Moore and Company. (Basis of Design)

2. Sherwin Williams.

3. PPG.

4. Vista Paint.

5. Or equal.

2.2 PAINTS AND COATINGS
A. Ready mixed, except field-catalyzed coatings.

B. Prepare pigments:

1. To a soft paste consistency, capable of being readily and uniformly dispersed to a homogenous coating.

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PAINTING 099100 - 3

2. For good flow and brushing properties.

3. Capable of drying or curing free of streaks or sags.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Verify that surfaces are ready to receive Work as instructed by the product manufacturer.

B. Examine surfacesscheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. Do not proceed unless substrate issuitable.

C. Testshop-applied primer for compatibility with subsequent cover materials.

D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums:

1. Plaster and Gypsum Wallboard: 12 percent.

2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent

3. Interior Wood: 15 percent, measured in accordance with ASTMD4442.

4. Exterior Wood: 15 percent, measured in accordance with ASTMD4442.

3.2 PREPARATION OF SURFACE
A. General:

1. Clean all exterior walls and surfaces of loose and scaly paint, dirt, dust, chalk, and other foreign matter by water-blasting using care not to damage substrate followed by hand scraping, sanding or wire brushing after surfaces are dry. Mildew must be treated with household bleach solution and rinsed thoroughly.

2. Patch, caulk, set protruding nails and repair all surfaces and cracks where necessary with suitable patching materials and smooth off to match adjacent surfaces.

3. Sand Glossy surfaces to dull surface and remove residue.

4. Remove mildew from affected surfaces with a solution of Tri-Sodium Phosphate and bleach. Rinse with clean water and allow to dry completely.

5. Existing surfaces to be recoated shall be thoroughly cleaned and de-glossed by sanding or other means prior to priming and painting. Patched and bare areas shall be spot primed with the same primer as specified for new work.

6. Rusty metal: Scrape, sand or wire wheel, feathering edges to sound coating. Dust surfaces.

Topcoat.

7. Remove soil and body oils completely from surfaces, including handrails, door edges and posts. Treat with Liquid Sandpaper or Dull-N-Bond.

8. Remove hardware, accessories, plates, fixtures and similar items not to be finished.

Reinstall at completion.

9. Paint edges of sink cut-outs.

B. Concrete Surfaces:

1. Concrete surfaces shall be dry, clean and free from efflorescence, encrustations and other foreign matter. Any glazed surface shall be slightly roughened or etched. Curing

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PAINTING 099100 - 4
compounds, bond breakers, release agents and other coatings shall be removed with a light sandblast or high pressure power wash.

C. CMU Surfaces:

1. Remove dirt, loose mortar, scale, powder and other foreign matter from concrete block surfaces which are to be painted.

2. Unpainted CMU surfaces shall be cleaned with TSP. Rinse thoroughly. Surface shall be tested for adhesion. Prime as listed in materials section; allow to cure, then perform adhesion test with duct tape.

D. Galvanized Surfaces: Remove all oils and contamination from galvanized surfaces scheduled to be painted by washing with a compliant solvent wash.

E. Ferrous Metal: Remove grease, rust, scale, dirt and dust from ferrous metal surfaces. Primer coat shall be applied not less than 30 minutes, nor more than 3 hours after preparation ofsurface.

F. Primed Metal: Sand and scrape shop primed metal to remove loose primer and rust. Touch-up bare, abraded and damaged areas with metal primer. Feather edges to make touch-up patches inconspicuous.

G. Wood Surfaces:

1. Remove dust, grit and foreign matter from wood surfaces. Sand surfaces and dust clean. Spot prime knots, pitch streaks and sappy sections with a stain blocking primer where surfaces are to be painted. Fill nail holes, cracks and other defects after priming and spot prime repairs after patching material has fully cured.

2. Wood surfaces with peeling areas are to have edges of broken paint film sanded to a feather edge.

3. Back prime wood trim. Paint tops, bottoms, edges and cut-outs of doors.

H. Plaster Surfaces:

1. Plaster surfaces shall be dry and free from efflorescence, encrustations and foreign matter.

Fill cracks, holes and imperfections, smoothing repairs to match adjacent texture. Allow repairs to fully cure before priming.

2. Prime plaster surfaces with specified primer. Caulk all cracks.

I. Gypsum Board: Gypsum board shall be dusted clean and free from encrustations and other foreign matter.

J. Preparation of other surfaces shall be performed following specific recommendations of the coating manufacturer.

3.3 APPLICATION
A. Apply products in accordance with manufacturer's instructions.

B. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.

C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied.

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PAINTING 099100 - 5
D. Apply each coat to uniform appearance. Apply each coat of paint slightly darker than preceding coat unless otherwise approved
E. Sand wood surfaces lightly between coats to achieve required finish.

F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust particles just prior to applying next coat.

G. Stipple all edges and corners to conceal brush marks.

H. Paint entire trim element with like color. Painting of faces only is unacceptable. Trim surfaces must be wrapped with the trim color and not "faced off" or "Hollywooded".

I. Doors: Paint entire door unless otherwise noted, including door top and bottom edge surfaces.

J. Tinting: Tint each primer a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint primer to match the color of the finish coat, but provide sufficient differences in shade of primer to distinguish each separate coat.

3.4 PROTECTION
A. Protect work of other trades and items not intended to receive paint. Install "wet paint" signs to protect newly painted surfaces.

3.5 CLEANING
A. Protection - Carefully protect areas where work is in progress from damage.

1. Provide and spread clean drop cloths when and where required to provide the necessary protection.

2. Immediately clean-up all accidental spatter, spillage, misplaced paint and restore the affected surface to its original condition.

B. Clean-up:

1. Clean up debris daily per OSHA requirements.

2. At completion of work, remove all materials, supplies, debris and rubbish and leave each area in a clean, acceptable condition.

3. Collect waste material which may constitute a fire hazard, place in closed metal containers, and remove daily from site.

3.6 SURFACES TO BE FINISHED
A. Paint all new work and areas affected by new work, unless noted otherwise.

B. Do not paint or finish the following items:

1. Items fully factory-finished unless specifically noted.

2. Fire rating labels, equipment serial number and capacity labels.

C. Mechanical and Electrical: Use paint systems defined for the substrates to be finished.

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PAINTING 099100 - 6

1. Paint all insulated and exposed pipes occurring in finished areas to match background surfaces, unless otherwise indicated.

2. Paint shop primed items occurring in finished areas.

3. Paint interior surfaces of air ducts and convector and baseboard heating cabinets that are visible through grilles and louvers with one coat of flat black paint.

4. Paint dampers exposed behind louvers, grilles and convector and baseboard cabinets to match face panels.

3.7 PAINT SYSTEMS – EXTERIOR
A. Wood:

1. One coat Exterior Wood Primer: BM Sure Seal Primer Sealer #027: Applied at a dry film thickness of not less than 1.8 mils.

2. Two coats acrylic latex exterior enamel, semi-gloss: Ultra Spec EXT Satin Finish N448.

Applied at a dry film thickness of not less than 1.8 mils per coat.

B. Concrete and Portland Cement Plaster:

1. One Coat Primer: Block Filler No. 206: Applied at a dry film thickness of not less than

8.1 mils or Masonry Conditioner #066. Applied at a dry film thickness of not less than 1.0 mils.

2. Two coats low lustre, exterior coating: Ultra Spec EXT Satin Finish N448. Applied at a dry film thickness of not less than 1.8 mils per coat.

C. Concrete Block:

1. Primer: Block Filler No. 206: Applied at a dry film thickness of not less than 8.1 mils or Masonry Conditioner #066. Applied at a dry film thickness of not less than 1.0 mils.

2. Two coats low lustre, exterior coating: Ultra Spec EXT Satin Finish N448. Applied at a dry film thickness of not less than 1.8 mils per coat.

D. Steel – unprimed:

1. Two Coats exterior DTM Semi-Gloss Finish: DTM Acrylic Semi-Gloss (HP29). Applied at a dry film thickness of not less than 2.0 mils per coat.

E. Steel – shop primed:

1. Touch-up with original primer.

2. Two Coats exterior DTM Semi-Gloss Finish: DTM Acrylic Semi-Gloss (HP29). Applied at a dry film thickness of not less than 2.0 mils per coat.

F. Galvanized Steel

1. Prepare with galvanizing etch.

2. Two Coats: DTM Acrylic Semi-Gloss (HP29). Applied at a dry film thickness of not less than 2.0 mils per coat.

G. Galvanized Sheet Metal:

1. Clean and etch surface.

2. One coat exterior acrylic DTM primer: Acrylic Metal Primer HP04; Applied at a dry film thickness of not less than 2.0 mils.

3. Two Coats exterior DTM Semi-Gloss Finish: DTM Acrylic Semi-Gloss (HP29). Applied at a dry film thickness of not less than 2.0 mils per coat.

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PAINTING 099100 - 7
H. Aluminum – mill finish:

1. Clean and etch surface.

2. Two coats 100% Acrylic DTM paint, semi-gloss: DTM Acrylic Semi-Gloss (HP29).

Applied at a dry film thickness of not less than 2.0 mils per coat.

3.8 PAINT SYSTEMS -INTERIOR
A. Wood – Opaque, latex, Eggshell/Semi-Gloss, 3 coat:

1. One (1) Coat – BM Sure Seal Primer Sealer #027: Applied at a dry film thickness of not less than 1.8 mils.

2. Two (2) Coats – Ultra Spec 500 Interior Eggshell/Semi Gloss Finish #538/539 or Ben #W627
B. Ferrous Metal – Latex, Semi-Gloss, 3 coat:

1. One (1) Coat DTM Acrylic Metal Primer # P04.

2. Two (2) Coats Ultra Spec 500 Interior Semi Gloss Finish #539 or Ben #W627 C. Gypsum Board – Latex, Eggshell, 3 coat:

1. One (1) Coat BM Sure Seal Primer Sealer #027: Applied at a dry film thickness of not less than 1.8 mils.

2. Two (2) Coats Ultra Spec 500 Interior Egg Shell #538.

D. Gypsum Board – Latex, Satin/Semi-Gloss, 3 coat:

1. One (1) Coat –BM Sure Seal Primer Sealer #027: Applied at a dry film thickness of not less than 1.8 mils.

2. Two (2) Coats – Ultra Spec 500 Interior Eggshell or Semi Gloss Finish #538/539.

E. Natural Wood Beams:

1. Two (2) Coats – Stays Clear Acrylic Polyurethane #423. Applied at a dry film thickness of not less than 1.8 mils.

3.9 COLORS
A. To be selected by Architect from manufacturer’s color palette or as indicated on Drawings.

END OF SECTION 099100

CIP 689 - Clark Building Renovations
SIGNAGE 101400 - 1
SECTION 101400 - SIGNAGE
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Panel signs (room signs).

2. Parking signs.

3. Traffic signs.

4. Signage accessories.

5. Building sign.

B. Related Sections include the following:

1. Division 1 Section "Temporary Facilities and Controls" for temporary project identification signs.

1.3 SUBMITTALS
A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of sign.

B. Shop Drawings: Include plans, elevations, and large-scale sections of typical members and other components. Show mounting methods, grounds, mounting heights, layout, spacing, reinforcement, accessories, and installation details.

1. Provide message list for each sign, including large-scale details of wording, lettering, artwork, and braille layout.

C. Samples for Initial Selection: For each type of sign material indicated that involves color selection.

D. Samples for Verification: For each type of sign, include the following Samples to verify color selected:

1. Panel Signs: Full-size Samples of each type of sign required.

2. Approved samples will not be returned for installation into Project.

E. Qualification Data: For Installer.

F. Maintenance Data: Forsignage cleaning and maintenance requirementsto include in maintenance manuals.

CIP 689 - Clark Building Renovations
SIGNAGE 101400 - 2

1.4 QUALITY ASSURANCE
A. Installer Qualifications: An authorized representative of signage manufacturer for installation and maintenance of units required for this Project.

B. Source Limitations: Obtain each sign type through one source from a singlemanufacturer.

C. Regulatory Requirements: Comply with the Americans with Disabilities Act (ADA) and with code provisions as adopted by authorities having jurisdiction.

1.5 PROJECT CONDITIONS
A. Field Measurements: Where sizes of signs are determined by dimensions of surfaces on which they are installed, verify dimensions by field measurement before fabrication and indicate measurements on Shop Drawings.

1.6 COORDINATION
A. For signs supported by or anchored to permanent construction, advise installers of anchorage devices about specific requirements for placement of anchorage devices and similar items to be used for attaching signs.

1. For signs supported by or anchored to permanent construction, furnish templates for installation of anchorage devices.

1.7 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agreesto repair or replace components of signage fails in materials or workmanship within specified warranty period.

1. Warranty Period: 1 year.

B. Installer Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Signs: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Best Sign Systems Inc. (Basis of Design)

2. ASI Sign Systems, Inc.

3. Mohawk Sign Systems.

4. Sign A Rama.

5. Or equal.

B. Exterior Signs: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

CIP 689 - Clark Building Renovations
SIGNAGE 101400 - 3

1. Gemini, Inc. (Basis of Design)

2. A.R.K. Ramos Mfg. Co., Inc.

3. La Haye Bronze.

4. Metal Arts; Division of L & H Mfg.

5. Mills Manufacturing. Inc.

6. Southwell Co.

7. Or equal.

2.2 PANEL SIGNS
A. General: Provide panel signs that comply with requirements indicated for materials, thicknesses, finishes, colors, designs, shapes, sizes, and details of construction.

1. Produce smooth panel sign surfaces constructed to remain flat under installed conditions within tolerance of plus or minus 1/16 inch measured diagonally.

B. Product: HC300 ADA Sign System by Best Sign Systems.

1. Unframed Panel Signs: Fabricate signs with edges mechanically and smoothly finished.

2. Room, Occupancy, Wayfinding Signs: As selected from 4 standard copy size signs. a. 4" x 2" with up to 4 characters each.
b. 6" x 2" with up to 8 characters each.
c. 8" x 2" with up to 12 characters each.
d. 10" x 2" with up to 14 characters each.

3. Toilet Room Signs: As selected from manufacturer’sstandard.

4. Symbols of Accessibility: Provide 6-inch- high symbol fabricated from opaque nonreflective vinyl film, 0.0035-inch nominal thickness, with pressure-sensitive adhesive backing suitable for both exterior and interior applications.

5. Material:
a. 1/4 inch thick (thicker than standard) "MP", acrylic sheet, ASTM D 4802, Category A-1 (cell-cast sheet), Type UVA (UV absorbing).

6. Tactile and Braille Copy: Manufacturer's standard process for producing copy complying with CBC H17B.5.6. Text shall be accompanied by California Contracted Grade 2 Braille raised domed dots. Produce precisely formed characters with square cut edges free from burrs and cut marks, use dome dots.

7. Copy: 5/8 inch Helvetica Medium with contracted grade 2 Braille all capital letter on tactile sign.

2.3 PARKING SIGNS
A. Material: 0.063” aluminum, screen printed copy on engineer grade reflective vinylsheeting.

1. Text: Symbols of accessibility, accessible direction, etc. as indicated on Drawings.

B. Accessible signs are blue with white symbol.

C. Post: 2 inch diameter, schedule 40 galvanized pipe.

2.4 TRAFFIC SIGNS
A. Material: 0.080” aluminum, screen printed copy on engineer grade reflective vinylsheeting.

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SIGNAGE 101400 - 4

1. Text: Stop, Yield, Do Not Enter, etc. as indicated on Drawings.

B. Post: 2 inch diameter, schedule 40 galvanized pipe.

2.5 BUILDING SIGN
A. Custom as indicated on Drawings.

2.6 ACCESSORIES
A. Mounting Methods: Use concealed fasteners fabricated from materials that are not corrosive to sign material and mounting surface.

B. Anchors and Inserts: Provide nonferrous-metal or hot-dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion-bolt devices for drilled-in-place anchors. Furnish inserts, as required, to be set into concrete or masonry work.

2.7 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying strippable, temporary protective covering before shipping.

C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples and are assembled or installed to minimizecontrast.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.

B. Verify that items, including anchor inserts, provided under other sections of Work are sized and located to accommodate signs.

C. Examine supporting members to ensure that surfaces are at elevations indicated or required to comply with authorities having jurisdiction and are free from dirt and other deleterious matter.

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

CIP 689 - Clark Building Renovations
SIGNAGE 101400 - 5

3.2 INSTALLATION
A. General: Locate signs and accessories where indicated, using mounting methods of types described and in compliance with manufacturer's written instructions.

1. Install signs level, plumb, and at heights indicated, with sign surfaces free from distortion and other defects in appearance.

2. Interior Wall Signs: Install signs on walls adjacent to latch side of door where applicable.

Where not indicated or possible, such as double doors, install signs on nearest adjacent walls. Locate to allow approach within 3 inches of sign without encountering protruding objects or standing within swing of door.

B. Wall-Mounted Panel Signs:

1. Interior Signs on Smooth Substrates:
a. Silicone-Adhesive Mounting: Use liquid-silicone adhesive recommended in writing by sign manufacturer to attach signs to irregular, porous, or vinyl-covered surfaces.

Use double-sided vinyl tape where recommended in writing by sign manufacturer to hold sign in place until adhesive has fully cured.

2. Exterior and Interior Signs on Rough Substrates:
a. Mechanical Fasteners: Mechanical fasteners placed through predrilled holes. Attach signs with fasteners and anchors suitable for secure attachment to substrate as recommended in writing by sign manufacturer.
1) Fastener: Stainless steel screws, tamper-resistant flat head countersink. 2) Anchors: Suitable for secure attachment to substrate.

C. Parking and Traffic Signs

1. General: Locate sign units and accessories where indicated, using mounting methods of the type described and in compliance with the manufacturer's instructions.

2. Install sign level, plumb, and at height indicated.

3. Cap post with galvanized cap.

3.3 CLEANING AND PROTECTION
A. After installation, clean soiled sign surfaces according to manufacturer's written instructions.

Protect signs from damage until acceptance by Owner.

END OF SECTION 101400

CIP 689 - Clark Building Renovations
TOILET COMPARTMENTS 102113 - 1
SECTION 102113 – TOILET COMPARTMENTS
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes Phenolic Core toilet compartments.

1.3 SUBMITTALS
A. Product data for materials, fabrication, and installation including catalog cuts of anchors, hardware, fastenings, and accessories.

B. Shop drawings for fabrication and installation of compartment assemblies.

C. Provide template layouts and installation instructions for anchorage devices built into other work.

D. Samples of full color range for each required unit type. Submit manufacturer’s standard color selector.

1.4 QUALITY ASSURANCE
A. Field Measurements: Take field measurements prior to component fabrication to ensure proper fitting of work.

B. Coordination: Furnish inserts and anchoragesthat must be built into other work for installation of toilet compartments.

1.5 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agreesto repair or replace components of toilet compartments that fail in materials or workmanship within specified warranty period.

1. Warranty Period: 1 year.

B. Installer Warranty: 1 year.

PART 2 - PRODUCTS

CIP 689 - Clark Building Renovations
TOILET COMPARTMENTS 102113 - 2

2.1 MANUFACTURERS
A. Subject to compliance with requirements, provide products by one of the following:

1. Bobrick. (Basis of Design)

2. Ampco.

3. Accurate Partitions Corp.

4. Metpar.

5. Laminating Technologies.

6. Or equal.

2.2 COMPARTMENTS
A. Product: Evolve Cubicle Toilet Compartments by Bobrick or equal.

B. Substrate Material: Compact Grade Laminate (Phenolic Black Core)

1. Materials: Solidly fused plastic laminate with matte-finish melamine surfaces; integrally bonded colored face sheets and black phenolic-resin core.

2. Edges: Black; brown edges not acceptable.

3. Color: As selected by Architect from manufacturer’s standard range.

C. Toilet Compartments:

1. Configuration: Floor-anchored, Overhead-braced toilet cubicles.

2. Door Hardware and Pedestal: clear anodized aluminum

3. Standard Height: Overall height from finished floor to top of headrail is 81-inches consisting of 9-inch floor clearance, 71-5/16-inch doors, and 1-inch headrail.

4. Maximum Height: Overall height from finished floor to top of headrail is 82-5/16-inches consisting of 1-inch floor clearance, 79-5/8-inch doors, 80-inch panels, and 1-5/16-inch headrail.

D. Fire Resistance: Class A.

1. Flame Spread Index (ASTM E 84): No more than 25 for panels, doors, and fascia panels

2. Smoke Developed Index (ASTM 84): No more than 450 for panels, doors, and fascia panels

3. National Fire Protection Association/International Building Code Interior Wall and Ceiling Finish: Class A
E. Urinal Privacy Screens:

1. Configuration: Floor-anchored.

2. Screen Size:
a. Max Height: 72-inch.
b. Max Width: 24-inch.

3. Hardware: 9-inch pedestal, urinal screen hardware to match cubicle hardware.

4. Finished Thickness: 1/2-inch for fascia panels, doors, and panels.

F. Frame:

1. Headrail: Secured to the top of the fascia forstability

2. Mounting Brackets and Fasteners: Clear anodized aluminum U-Channel brackets.

3. Privacy:
a. Full-length clear anodized aluminum frame provides built-in, no-sightline privacy on hinge and keeping-sides of the door.

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TOILET COMPARTMENTS 102113 - 3
b. Continuous clear anodized aluminum U-Channels fasten divider and fascia panels to the wall.

G. Hardware:

1. Compliance:
a. Door handle is operable with one hand, without tight grasping, pinching, or twisting of the wrist, and force to operate does not exceed 5 pounds b. Floor Clearance: 9-inch high minimum clearance maintained under fascia panel and side divider panels
c. Keyed Emergency Access: Latch allows door to be opened from the outside of the compartment with a 3mm Allen Wrench in emergency release slot in the indicator d. Fastening: Hardware secured to door and fascia by stainless steel sheet metal screws e. Door-closing:
1) Standard: Clear anodized aluminum pedestal secured beneath door incorporates a spring closing mechanism, creating a soft door close and includes (+/-) 1-inch adjustment.
2) Max: Door closer fixed in the headrail incorporates a spring closing mechanism with tension adjustment, creating a soft door close.

2. Door Hardware Type:
a. Locking: clear anodized aluminum door handle locates directly into the vertical keeping extrusion. Integral rubber door bumper cushions doors when closing. b. Occupancy indicator: Clear anodized aluminum circular escutcheon with red and white indicator.
c. Standard: Cylindrical pedestal supports divider panels and maintains a 9-inch high floor clearance under fascia panel and side divider panels and includes (+/-) 1-inch adjustment.
d. Max: Lower door bracket attaches to extrusion for lower pivot pointsupport. e. Robe hook: Clear anodized aluminum in matte finish.

PART 3 - EXECUTION

3.1 INSTALLATION
A. General: Comply with manufacturer's recommended procedures and installation sequence.

1. Install compartment units rigid, straight, plumb and level. Provide clearance of not more than 1/2" between stiles and panels and not more than 1" between panels and walls. Secure panels to walls with not less than two brackets attached near top and bottom of panel.

Locatewall brackets so that holes for wall anchorages occur in masonry or tile joints.

Secure panels to stiles with not less than two brackets located to align with brackets at wall.

Secure panels in position with manufacturer's recommended anchoring devices.

B. Overhead Braced Compartments: Secure stile to floor and level, plumb, and tighten installation with devices furnished. Secure overhead brace to each stile with fasteners supplied. Hang doors and adjustso that tops of doors are parallel with overhead brace when doors are in closed position.

C. Floor Mounted Compartments: Set stile units with anchorages having not less than 2-1/2" penetration into structural floor, unless otherwise recommended by manufacturer. Level, plumb, and tighten installation with devices furnished. Hang doors and adjust so that tops of doors are level with tops of stiles when doors are in closed position.

CIP 689 - Clark Building Renovations
TOILET COMPARTMENTS 102113 - 4
D. Screens: Attach with anchoring devices as recommended by manufacturer to suit supporting structure. Set unit to provide support and to resist lateral impact.

3.2 ADJUST AND CLEAN
A. Hardware Adjustment:

1. Adjust and lubricate hardware according to hardware manufacturer's written instructions for proper operation.

2. Set hinges on in-swinging doors to hold doors open approximately 30 degrees from closed position when unlatched.

3. Set hinges all accessible stalls to return to fully closed position.

B. Clean and Protect: Clean exposed surfaces of compartment systems using materials and methods recommended by manufacturer, and provide protection as necessary to prevent damage during remainder of construction period.

END OF SECTION 102113

CIP 689 - Clark Building Renovations
TOILET AND BATH ACCESSORIES 102800 - 1
SECTION 102800 – TOILET AND BATH ACCESSORIES
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes:

1. Toilet and bath accessories.

1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include the following:

1. Construction details and dimensions.

2. Anchoring and mounting requirements, including requirements for cutouts in other work and substrate preparation.

3. Material and finish descriptions.

4. Features that will be included for Project.

5. Manufacturer's warranty.

B. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory required.

1. Identify locations using room designations indicated on Drawings.

C. Maintenance Data: For toilet and bath accessories to include in maintenance manuals.

1.4 QUALITY ASSURANCE
A. Source Limitations: For products listed together in the same articles in Part 2, provide products of same manufacturer unless otherwise approved by Architect.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

1.5 COORDINATION
A. Coordinate accessory locations with other work to prevent interference with clearances required for access by people with disabilities, and for proper installation, adjustment, operation, cleaning, and servicing of accessories.

CIP 689 - Clark Building Renovations
TOILET AND BATH ACCESSORIES 102800 - 2
B. Deliver inserts and anchoring devices set into concrete or masonry as required to prevent delaying the Work.

1.6 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to replace toilet and bath accessories that fails in materials or workmanship within specified warranty period.

1. Warranty Period: 1 year.

B. Installer’s Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Toilet and Bath Accessories: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Bobrick Washroom Equipment, Inc. (Basis of Design)

2. American Specialties, Inc.

3. Bradley Corporation.

4. Sonia Bath Accessories.

5. Or equal.

2.2 MATERIALS
A. Stainless Steel: ASTM A 666, Type 304, 0.0312-inch minimum nominal thickness, unless otherwise indicated.

B. Steel Sheet: ASTM A 1008, Designation CS (cold rolled, commercial steel), 0.0359-inch minimum nominal thickness.

C. Galvanized Steel Sheet: ASTM A 653, with G60 hot-dip zinc coating.

D. Galvanized Steel Mounting Devices: ASTM A 153, hot-dip galvanized after fabrication.

E. Fasteners: Screws, bolts, and other devices of same material as accessory unit and tamper-andtheft resistant where exposed, and of galvanized steel where concealed.

F. Chrome Plating: ASTM B 456, Service Condition Number SC 2 (moderate service).

G. Mirrors: ASTM C 1503, Mirror Glazing Quality, clear-glass mirrors, nominal 6.0 mmthick.

2.3 TOILET ACCESSORIES
A. As indicated on Drawings.

CIP 689 - Clark Building Renovations
TOILET AND BATH ACCESSORIES 102800 - 3

2.4 FABRICATION
A. General: Fabricate units with tight seams and joints, and exposed edges rolled. Hang doors and access panels with full-length, continuous hinges. Equip units for concealed anchorage and with corrosion-resistant backing plates.

B. Keys: Provide universal keys for internal access to accessories for servicing and resupplying.

Provide minimum of six keys to Owner's representative.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated.

B. Grab Bars: Install to withstand a downward load of at least 250 lbf, when tested according to method in ASTM F 446.

3.2 ADJUSTING AND CLEANING
A. Adjust accessories for unencumbered, smooth operation. Replace damaged or defective items.

B. Remove temporary labels and protective coatings.

C. Clean and polish exposed surfaces according to manufacturer's writtenrecommendations.

END OF SECTION 102800

CIP 689 - Clark Building Renovations
FIRE-PROTECTION SPECIALTIES 104400 - 1
SECTION 104400 - FIRE-PROTECTION SPECIALTIES
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Portable fire extinguishers.

2. Fire-protection cabinets for the following:
a. Portable fire extinguishers.

3. Mounting brackets for fire extinguishers.

1.3 SUBMITTALS
A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for fire-protection cabinets.

1. Fire Extinguishers: Include rating and classification.

2. Fire-Protection Cabinets: Include roughing-in dimensions, details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type, trim style, and panel style.

B. Samplesfor Initial Selection: For fire-protection cabinets with factory-applied color finishes.

C. Samples for Verification: For each type of exposed factory-applied color finish required for fireprotection cabinets, prepared on Samples of size indicated below.

1. Size: 6 by 6 inches square.

D. Maintenance Data: For fire extinguishers and fire-protection cabinets to include in maintenance manuals.

1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain fire extinguishers and fire-protection cabinets through one source from a single manufacturer.

B. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction.

1. Provide fire extinguishers approved, listed, and labeled by FMG.

CIP 689 - Clark Building Renovations
FIRE-PROTECTION SPECIALTIES 104400 - 2

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

1.6 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of portable fire extinguishers that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:
a. Failure of hydrostatic test according to NFPA 10.
b. Faulty operation of valves or release levers.

2. Warranty Period: 6 years.

B. Installer Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Fire Extinguishers and Cabinets: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturersspecified.

1. Larsen's Manufacturing Company. (Basis of Design)

2. JL Industries, Inc.

3. Potter Roemer; Div. of Smith Industries, Inc.

4. Ansul.

5. Or equal.

2.2 MATERIALS
A. Cold-Rolled Steel Sheet: ASTM A 1008, Commercial Steel (CS), Type B.

B. Aluminum: Alloy and temper recommended by aluminum producer and manufacturer for type of use and finish indicated, and as follows:

1. Sheet: ASTM B 209.

2. Extruded Shapes: ASTM B 221.

C. Transparent Acrylic Sheet: ASTM D 4802, Category A-1 (cell-cast sheet), 1.5 mm thick, with Finish 1 (smooth or polished).

2.3 PORTABLE FIREEXTINGUISHERS
A. General: Provide fire extinguishers of type, size, and capacity for each fire-protection cabinet and mounting bracket indicated.

1. Valves: Manufacturer's standard.

2. Handles and Levers: Manufacturer's standard.

CIP 689 - Clark Building Renovations
FIRE-PROTECTION SPECIALTIES 104400 - 3

3. Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B.

4. Certification Tag: Provide fire extinguisher with valid certification test tag where fire extinguishers are fully charged and ready to be used.

B. Dry Chemical Type: Cast steel tank, with pressure gage.

1. Class 2A-10B:C.

2. Nominal Capacity: Provide largest capacity fire extinguisher that will fit in the cabinet, but 5 lbs. minimum.

3. Finish: Baked enamel, red color.

4. Use: General purpose.

C. Wet Chemical Type: Cast steel tank, pressurized, including hose and nozzle, with bracket.

1. Class 2A-K.

2. Size 2.5 gal.

3. Finish: Factory baked enamel, red color.

4. Use: At kitchens.

2.4 FIRE-PROTECTION CABINET
A. Product: Architectural Series 2409 by Larsen’s.

1. Cabinet Type: Suitable for fire extinguisher.

2. Construction:

3. Mounting: Recessed. Provide Semi-recessed.

4. Cabinet Trim and Door Material: Aluminum.

5. Door Style:
a. Vertical Duo Door with tempered safety glass.

6. Door Hardware: Manufacturer's accessible door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated. a. Provide continuous hinge, of same material and finish as trim, permitting door to open 180 degrees.

7. Break-Glass Strike: Manufacturer's standard metal strike, complete with chain and mounting clip, secured to cabinet.

8. Door Lock: Cylinder lock, keyed alike to other cabinets.

9. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location.
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) Orientation: Vertical.

10. Finishes: Factory clear anodized.

2.5 MOUNTING BRACKETS
A. Mounting Brackets: Manufacturer's standard galvanized steel, designed to secure fire extinguisher to wall or structure, of sizes required for types and capacities of fire extinguishers indicated, with plated or baked-enamel finish.

1. Color: Red.

CIP 689 - Clark Building Renovations
FIRE-PROTECTION SPECIALTIES 104400 - 4
B. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated by Architect.

1. Identify bracket-mounted fire extinguishers with the words "FIRE EXTINGUISHER" in red letter.
a. Orientation: Vertical.

2.6 FABRICATION
A. Cabinet Doors: Fabricate doors according to manufacturer's standards, from materials indicated and coordinated with cabinet types and trim styles selected.

1. Fabricate door frames with tubular stiles and rails and hollow-metal design, minimum 1/2 inch thick.

2. Miter and weld perimeter door frames.

B. Cabinet Trim: Fabricate cabinet trim in one piece with corners mitered, welded, and ground smooth.

2.7 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.8 ALUMINUM FINISHES
A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes.

B. Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class II, clear coating

0.010 mm or thicker) complying with AAMA 611.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine walls and partitions for suitable framing depth and blocking where cabinets will be installed.

CIP 689 - Clark Building Renovations
FIRE-PROTECTION SPECIALTIES 104400 - 5
B. Examine fire extinguishers for proper charging and tagging.

1. Remove and replace damaged, defective, or undercharged units.

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

3.2 PREPARATION
A. Prepare recesses for recessed and semi-recessed fire-protection cabinets as required by type and size of cabinet and trim style.

3.3 INSTALLATION
A. General: Install fire-protection specialties in locations and at mounting heights indicated or, if not indicated, at heights indicated on Drawings.

B. Fire-Protection Cabinets: Fasten fire-protection cabinets to structure, square and plumb.

1. Unless otherwise indicated, provide recessed fire-protection cabinets. If wall thickness is not adequate for recessed cabinets, provide semirecessed fire-protection cabinets.

2. Provide inside latch and lock for break-glass panels.

3. Fasten mounting brackets to inside surface of fire-protection cabinets, square and plumb.

C. Mounting Brackets: Fasten mounting brackets to surfaces, square and plumb, at locations indicated.

END OF SECTION 104400

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SECTION 11 40 00 – FOODSERVICE EQUIPMENT

1.10 ROUGH-IN DRAWINGS
Before continuing with furnishing equipment, the Contractor shall submit prints for approval with verified dimensions and conditions in compliance with the drawings. Approval of such drawings shall not relieve the Contractor from responsibility for any deviation from the drawings and specifications unless such deviations are approved in writing by the University’s Representative or the Consultant.

1.11 DELIVERY OF MATERIALS
No provisions shall be made for receipt or storage of any items delivered to job site. All items must be received and accounted for by the Contractor.

1.12 CUTTING AND FITTING
No cutting, drilling, or altering of any kind shall be done to the building by the Contractor without first obtaining permission from the University’s Representative.

1.13 SERVICE REPRESENTATIVE
Furnished a manufactures service representative to be present when the equipment is put into operation. The Contractor shall make any adjustments necessary and put into operation all the equipment and instruct by the University’s Representative’s employees in the proper use and maintenance of all items in this contract.

1.14 WORK TO BE PERFORMED BEFORE AND AFTER KITCHEN EQUIPMENT IS INSTALLED.

A. Plumbing:

1. Rough-in

2. Piping of supply and waste lines from building service to rough-in (unless specifically stated otherwise)

3. Traps, grease traps, line strainers, tail pieces, valves, stops, shutoffs, and miscellaneous fittings required for complete furnish.

4. Final connection.

B. Ventilation:

1. All ductwork and fans above ceiling line including connection to ventilators and/or hoods.

C. Electrical:

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1. Rough-in.

2. All electric building services including but not limited to conduit, wiring, line and disconnect switches, safety cut offs and fittings, control panels, fuses, boxes and fittings required for complete furnish, except internal wiring as specified, unless indicated otherwise on drawings.

3. Final connections, including mounting and wiring of starters and switches furnished by the Contractor (unless otherwise indicated on the drawings).

1.15 WORK INCLUDED IN THIS SECTION
A. Furnish all labor, material, services and specified equipment, necessary for the complete of the foodservice equipment in strict accordance with specifications, applicable drawings, including that which is reasonable inferred, with all related items necessary to complete work shown on contract drawings and/or required by these specifications.

B. Deliver all equipment on schedule
C. Cutting of holes in equipment for pipes, drains, electric outlets, as required. Work shall conform to the highest standards of workmanship and shall include welded sleeves, collars, ferrules or escutcheons.

D. All wall sleeves, chrome plated cover pleats, vermin proofing, and sealing of wall sleeves. Contractor to furnish and install vermin proofing for all floor sleeves he uses.

E. All work involved in making stands and supports for all specified equipment requiring them.

F. Foodservice equipment and fixtures shall be cleaned thoroughly and ready for operation at the time the project is turned over to the University’s Representative.

G. Electric Work:

1. Intertwining of foodservice equipment between components within equipment, such as heating elements, switches, thermostats, motors, complete with junction box or disconnect as is applicable, and ready for final connection.

2. All electrical inter-wiring done in a fabricators shop or in the field as specified in this Scope of Work, shall be fully tested and certified by a licensed independent agency furnished by the Contractor.

H. A complete wiring diagram indicating connection points, types of conduits, junction boxes, terminal boxes, breaker panels and other miscellaneous devices shall be listed and detailed in the fabricators shop drawings.

I. The Contractor shall furnish the agency’s name and contact person as well as verification that the agency is accepted by the Contractor. It will be submitted prior to fabrication of custom equipment.

1. Voltages shall be as indicated on contract drawings. Any difference in electrical characteristics at job site from those shown on contract documents must be submitted for consideration prior to ordering equipment.

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J. Plumbing Work:

1. Furnish all equipment with faucets and sink waste assemblies, as specified in this section.

2. Pre-pipe all waste and supply piping for built in fixtures in fabricated counters to shut off or control valves, ready for final connection.

1.16 QUALITY ASSURANCE
A. All custom fabricated equipment such as tables, sinks, countertops, etc., must be manufactured by a foodservice equipment fabricator who has the plant, personnel and engineering capability required. Such manufacturer shall be subject to the approval. All work in the above category shall be manufactured by one manufacturer and shall be of uniform design and finish.

B. The manufacturer of this equipment must be able to show that he is now and for the past 5 years has been engaged in the manufacture or distribution of foodservice equipment.

1.17 SUBMITTALS
A. Submit illustrated brochures for manufactured or “buy-out” equipment items, line drawings, rough-in requirements, and list of accessories or other specified requirements. Brochures included data on all equipment that is to be furnish and installed and arranged in numerical sequence that conforms to the item numbers in the specifications. Omission of data does not reduce the obligation to furnish and install items as specified.

B. Submit fully dimensioned rough-in plans at ¼” scale, on reproducible media, showing all required mechanical, electrical, ventilation, water, waste, and refrigeration services required for equipment and rough-in location for same. Rough-in locations shown shall make allowances for required traps, switches, etc. Drawings shall indicate dimensions for floor depressions, wall openings, etc., for equipment.

C. Submit fully dimensioned and detailed shop drawings, on reproducible media, of customfabricated equipment shall be submitted, drawn at ¾” scale for elevations and 1 ½” scale for sections. Drawings shall show details of construction, furnish, and relation to adjoining and related work where cutting or close fitting is required. Drawings shall show all reinforcements, anchorage, and other work required for complete furnish of all fixtures.

Where fabricator is to pre-wire components to J-box, pull box, breaker panel, etc., all electrical wiring labeling, and method of certification is to be indicated on the drawings.

D. Submit shop drawings as required for the project.

E. Rough-In drawings, shop drawings, color and material samples and bound brochures covering manufactured or “buy-out” items covering all work and equipment covered in this contract shall be submitted to the University’s Representative as soon as possible but not later than three weeks after the award of the contract. After approval, the Contractor shall furnish to the University’s Representative, sets (as required) of shop drawings and brochures, corrected as required by virtue of review comments, for distribution to various interested trades on project.

All costs of reproductions and submissions shall be part of the contract.

F. Do not begin fabrication of custom-manufactured equipment until approvals of shop

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drawings have been received, and until field measurements have been taken by the Contractor, where such measurements have been taken by the Contractor, where such measurements are necessary to assure proper conformance with the intent of the contract drawings and specifications.

G. Make field measurements, giving due consideration to all discrepancies that may occur during the construction of the space. No extra compensation will be allowed for any difference between actual dimensions secured at the job site and dimensions shown on the drawings.

Field measurements shall be submitted for consideration before proceeding with the fabrication of equipment.

H. Shop drawings, detail, and equipment to be reviewed for design concept only, and does not relive the Contractor of responsibility for compliance with design drawings, details, and specifications Verification of utilities with equipment requirements for conformity and location and verification of all dimensions of equipment and building conditions or reasonable adjustments due to deviations.

I. The Contractor shall prepare and submit for review a complete and itemized listing of items and services ordered, procured, and otherwise arranged for to complete his work including purchase order numbers, projected ship dates, and pertinent comments. This listing shall be updated and distributed on a bi-monthly basis and on a weekly basis during the four (4) week period preceding the commencement of furnish.

1.17 DRAWINGS
A. Drawings that constitute part of the contract documents indicate general arrangement of piping and location of equipment. Should it be necessary to deviate from the arrangement indicated in order to meet structural or other field conditions, the Contractor shall submit an RFI to the University’s Representative.

B. Exact locations, distances, and levels shall be governed by the building.

1.18 MANUFACTURER’S DIRECTIONS
A. Follow the manufacturer’s directions in all cases where manufacturers of articles used in this contract furnish directions orprints covering points not shown on drawing or specifications.

1.19 INDUSTRY STANDARDS
B. Electrically operated and/or heated equipment, fabricated or otherwise, shall conform to the latest standards of National Electric Manufacturer’s Association and of underwriters Laboratories, Inc. and shall bear the U.L. label.

C. Items of foodservice equipment furnished shall conform to standards of National Sanitation foundation, Ann Arbor, Michigan, and shall bear the N.S.F. seal.

D. Foodservice equipment shall be installed in accordance with N.S.F. standards.

E. Work and materials shall follow the requirements but not limited to those of the National Fire Protection Association, State Fire Marshall, State Board of Health, Local Health Applicable code requirement.

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F. All standard steam-heated equipment shall be manufactured in accordance with A.S.M.E. applicable code requirements and carry the A.S.M.E. stamp.

G. Whenever the drawings and specifications require larger sizes or higher standards then are required by the regulations, the drawings and standards shall govern.

H. Whenever the drawings and specifications indicate requirements which will violate the regulations, the regulations shall govern.

I. No extra charge will be paid for furnishing items required by the regulations, but not specified or shown on the drawings.

J. Rulings and interpretations of enforcing agencies shall be considered part of regulations.

2.1 MANUFACTURED ITEMS
A. Except as may be specified otherwise under individual item specifications in the “Equipment Schedule,” all items of standard manufactured equipment furnished shall be complete in accord with manufacturer’s standard specifications for specific unit of model called for, including finishes, components, attachments, appurtenances, etc.

B. Substitutions for manufactured equipment specified will be given consideration.

2.2 FABRICATED METAL EQUIPMENT
A. Work shall be done in an approved workmanship manner, to complete satisfaction of the University’s Representative. Further, work included under this heading shall conform to the National Sanitation Foundation (NSF).

B. Stainless steel – shall be U.S. standard gauges as called for, 18-8, Type 304, not over .021% maximum carbon, and with a #4 finish unless stated otherwise. All stainless-steel welds shall be ground smooth to match the original grain.

C. Galvanized iron – shall be Armco or equal. Framework of galvanized iron shall be welded construction, having welds smooth, and where galvanizing has been burned off, touched up with high-grade aluminum bronze.

D. Legs and Cross rails – shall be continuously welded, ground smooth and polished to have a uniform finish. Legs on sinks and tables shall be spaced no further than 66” on centers and 30” front to back.

1. Legs shall be fastened to equipment as follows.

2. To sinks by means of closed gussets. Gussets shall be stainless steel, welded to the underside of the sink, with 14-gauge s/s gusset plates, having set screws for securing legs.

3. To tables and drain boards with closed gussets, which shall be welded to, galvanized hat sections or 2 channels (stainless steel for drain boards and dish tables), 14 gauge or heavier, exposed hat sections having closed ends.

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E. Feet – Legs shall be fitted with an adjustable stainless steel bullet foot that is adjustable to a minimum of 1” in either direction from its mid-point. In cases where drawings show flanged feet, the flange shall be secured to the floor by means of 2 s/s bolts per flange.

F. Closed gussets – shall be 3” minimum at the top, welded to frame members or gusset plate.

G. Wastes – Pot, prep or utility sinks should be fitted with lever or twist-type wastes (refer to drawings), without rear connected overflows, unless otherwise specified. Where exposed, furnish wastes chromium plated. Handles shall project through a 12-gauge guide bracket welded to the forward edge of the underside of the sink.

H. Rolls- shall be, except as detailed to the contrary, as per Standard Detail No. A.1.

1. Where roll occurs in customer view – all faucets should be polished to a #4 finish.

2. Where roll occurs in customer view all faucets should be polished to a #4finish.

I. Seams and Joints – shall be shop welded whenever possible. Welds to be ground and polished to match original finish. Field welding shall be done to the same quality as if it were done in the shop.

J. Metal Tops – shall be one-piece construction, unless specified otherwise, reinforced on underside with galvanized (stainless steel for dish tables and sinks) hat channels or “c” channels secured into place by means of either spot welding or stud bolted. All cracks and crevices shall be sealed. Cross bracing shall not be more than 36” on centers.

K. Drawers – shall be 18-gauge stainless steel channel – type housing and 16-gauge drawer cradle, both housing and cradle being reinforced and welded at corners. Housing to be secured to underside of top by bolting to studs welded to top. Unit to be sized for and fitted with 20” x 20” x 5” deep drawer insert pan made of stainless steel, having coved corners. Drawers insert to be easily removable from cradle without tools or having to remove the entire drawer.

Bottoms of housing shall have an s/s, 18 gauge, welded horizontal panel if the bottom of the housing is above another drawer or less than 18” above the finished floor.

1. Drawer Slides – shall be 14-gauge, ball bearing type and mounted so that the drawer is “self-closing” by means of gravity. Outer slide shall be welded to an s/s channel on the inside of the drawer housing. Manufactured drawer slides are to be Series 3320, 250- pound capacity, made by Grant Pulley & Hardware Co. or equal.

2. Drawer Fronts – shall be double pan type, not less than 5/8” thick, with seams on inside face. Pans shall be welded together with full insulation between pans. Fronts shall be formed with built-in, FULL-LENGTH HANDLES AS PER STANDARD DETAIL.

3. Hardware – shall be of solid materials and except where specified to the contrary or unexposed, be of cast brass, chrome plated. Name all hardware with manufacturer’s name and number so that broken or worn parts may be ordered and replaced.

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L. Sink Compartments – shall have ¾” coved vertical and horizontal corners. Multiple compartment partitions to be double thickness, continuously welded where sheets join at top.

Fronts of multiple compartment sinks to be continuous on exterior. Bottoms to be creased to drain. Sink inserts for metal tops shall be welded integral with the top. Sink bowls shall be supplied with rotary wastes unless specified otherwise.

M. Ends of Fixtures, backsplash, shelves, etc., - shall be finished flush to walls or adjoining fixtures.

N. Bends – on dish tables, drainboards, backsplash, turn-up edges etc., shall be coved in all vertical and horizontal corners and coved at intersections. Rounded and coved corners or radius bends shall be ½ “radius or larger.

O. Underside of Tops – shall be coated with heavy – bodied resinous material compound for permanent, non-flaking adhesion to metal, 1/8” thick, applied after reinforcing members have been installed, drying without dirt-catching crevices. Compound (where exposed) shall be spray painted with aluminum bronze.

P. Shelves – To be turned up 2” on the back edge. Turn other edges down 1 ½” to form open channels. Reinforce shelf with channel bracing on not less than 60” centers.

Q. Casework – At Contractor’s option unless otherwise indicated, furnish and install either boxtype framing or open channel type (complying with N.S.F. requirements in either case).

Fabricator shall fully detail the method of construction on all shop drawings.

R. Enclosures – Except where otherwise indicated, furnish and install each unit of casework (base, wall overhead, and free standing) with a complete enclosure metal cabinet, including fronts, backs, tops, bottoms, and sides.

S. Insulation

1. For heated fixtures furnish and install 1# minimum fiberglass, #3 density, as manufactured by Libby Owens Ford Corp. or equal.

2. For cold fixtures, furnish and install rigid urethane foam or foamed in place urethane, in thickness indicated on details and drawings. Bond insulation to all surfaces.

T. Doors

1. All doors to be double pan, reinforced and stiffened to prevent flexing, filled with sound deadening material and are formed with built-in, full-length handle.

2. Sliding doors shall be mounted with large and quiet ball bearing wheels in 14-gauge stainless steel overhead track and to be removable without the use of tools.

3. Hinged doors shall be flush type and mounted on heavy-duty, stainless steel, lifthinges.

U. Refrigerated Items/Ice Bins1. All self-contained refrigeration systems furnished under this contract shall include a five-year guarantee on the sealed portion of hermetic – type compressors.

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2. All coils for standard and fabricated refrigerators shall have vinyl plastic coating and anti-corrosion type housings and shall be installed in such a manner as to be replaceable.

3. All reach – in refrigerators and freezers for remote refrigeration systems shall be complete with thermostatic expansion valves.

4. Fabricated refrigerated compartments, fabricated and standard, shall be fitted with a dial-type thermometer with chrome plated bezels. Thermometers shall be adjustable and calibrated after furnish.

5. Fabricated refrigerated compartments shall be furnish and installwith 20-gauge stainless steel boxes to house expansion valves when valve is remote from coil.

Install in base of fixture or in a concealed position.

6. Hardware for fabricated and standard refrigerated compartments shall be heavy duty components. Hinges shall be self-closing. Latches to be positive, edge-mount type unless specified or detailed otherwise.

7. All ice pans; ice bins, refrigerated pan and openings shall be furnish and install with breaker strips when adjoining top or cabinet openings to prevent condensation. a. Flanges shall be box type and polished to a #8 finish where exposedto customer view.
b. All must meet NSF 7 standards.

V. Wall Flashing

1. Cover all exposed wall areas, full length, full width, including columns, wall extensions, and from the top of floor base to underside of ventilator with 20-gauge stainless steel.

2. Flashing shall be fabricated from maximum length sheets for a minimum of vertical joints. Horizontal joints are not acceptable. Secure edges at joints with “C” or “T” strips, without exposed screws or fasteners.

3. Furnish and install chrome-plated or stainless steel escutcheons at wall piping penetrations where exposed.

4. Furnish and install chrome-plated or stainless steel escutcheons at wall piping penetrations where exposed.

5. At exposed corners, furnish and install 2” x 2”, 16-gauge stainless steel guards.

W. Gauges of Metal Components – to be as follows (unless specifiedotherwise):

Tabletops 14 ga stainless steel
Wall Shelves 16 ga stainless steel
Shelf Bracket 14 ga stainless steel

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Undershelves 16 ga stainless steel
Drawer fronts 16 ga stainless
steel Encl. Cabinet bases 18 ga
stainless steel
Framework 14 ga galvanized or ss as
specified Refrigeration interior 18 ga stainless steel
Sinks & Drainboards 14 ga stainless steel
Exhaust hoods 18 ga stainless steel
Legs (1 5/8” dia.) 16 ga stainlesssteel
Cross bracing
(1-5/8” dia.) 16 ga stainless steel
Doors (outer pan) 18 ga stainless
steel Doors (inner pan)20 ga stainless
steel
Hat Sections/Channels
Exposed 14 ga stainless steel
Unexposed 14 ga
galvanized
Ductwork
Exposed 16 ga stainless steel

2.3 HEATING EQUIPMENT
A. Wherever heating equipment or thermostat control for such equipment is specified, it shall be complete, and of the materials, size and rating specified within equipment items or details. All such equipment shall be designed and installed to be easily removed for cleaning.

B. Electrical appliances or heating element circuits of 120 volts shall not exceed 1650 watts, unless specifically shown to the contrary.

2.4 SWITCHES AND CONTROLS
A. All internal wiring for fabricated equipment items, including all electrical devices, wiring, controls, switches, etc., built into or forming an integral part of these items shall be furnished and installed by Contractor in his factory or building site with all items complete to junction box, pull box, or breaker panel (see plans and specifications) for final connection to building lines by the Contractor.

B. Furnish and install standard 3 prong plugs to fit “U” slot grounding-type receptacles, for all equipment items powered by plugging into 110 – 120 volts, single phase AC.

C. All electrical outlets and switches furnish and install as a part of fabricated equipment, shall be mounted in recessed S/S pans similar to Component Hardware. All switches shall have bright pilot light built into pan.

2.5 CONNECTION TERMINALS

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A. All equipment shall be equipped with connection terminals as standardized by equipment manufacturer, except where specified otherwise. It shall be the responsibility of the Contractor to furnish and install all required adapters to assure proper connection to the conditions at the job site.

B. All electrical inter-wiring done in the fabricators shop or in the field as specified in this Scope of work shall be fully tested and certified.

2.6 LOCKS
A. Fit all doors for reach in refrigerated compartments with locking type latches. Key all locks differently except where multiple locks occur on the same item. Key all locks to one master key. Furnish 2 keys for each lock and a total of 4 master keys.

2.7 LAMINATE PLASTIC
A. Wherever laminate plastic materials are specified, veneer all materials using urea base cement, waterproof, and heatproof. Rubber base adhesives are not acceptable. Apply materials directly over close grained plywood face exposed surfaces and edges with 1/16” material.

Corresponding back faces may be finished with 1/32” reject material in some cases. Place top sheet on and over finished edge.

3.1 GENERAL
A. Work under the contract and covered under this section of specification includes but in not limited to:

1. Cutting of holes and/or ferrules on equipment for piping, drains, electrical outlets, conduits, etc., as required to coordinate furnish of kitchen and foodservice equipment work of the other Contractors on the project.

2. Field checking of building and rough-in requirements, and submission of brochures and shop drawings, all as required herein before under, Section 1.5, “Submittals.”

3. Replace all damage to premises as result of this furnish, and removal of all debris left by those engaged in this furnish.

4. Having all foodservice equipment fixtures completely cleaned and ready for operation when the project is turned over to University’s Representative.

3.2 FURNISH PROCEDURES
A. The Contractor shall make arrangements for receiving his custom fabricated and “Buy-out” equipment and shall make delivery into building as required by progress of the project and scheduled through the Contractor. He shall not consign any equipment to the University’s Representative or to any other Contractor unless he has written acceptance from them and has made satisfactory arrangements for the payment of freight and all handling charges. No provisions will be made at the job site for the temporary storage of equipment.

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B. The Contractor shall deliver all of his custom fabricated and “buy-out” equipment.

C. The University’s Representative or their agents shall have access at all times to plant or shop in which custom fabricated equipment is being manufactured, from time contract is awarded until the equipment is shipped, in order that progress of work can be checked, as well as any technical problems that may arise in coordination of equipment with building. Any approval given at this point of manufacture shall be tentative, subject to final inspection and test after completion.

D. The Contractor shall keep premises free from debris and rubbish generated by his efforts. He shall be responsible for keeping his areas orderly at all times.

E. The Contractor shall assist the University’s Representative or the University’s Representative’s agent in making any desired tests during or prior to final inspection of equipment; he shall remove immediately any work or equipment rejected by University’s Representative, and/or University’s Representative’s agent, replacing same with work conforming with contract requirements.

F. The Contractor shall furnish and install and maintain coverings or other approved protection for finished surfaces and other parts of his equipment subject to damage during and after erection. After removal of protective coverings, the entire work shall be thoroughly cleaned and polished by same.

3.3 TRIMMING AND SEALING EQUIPMENT
A. Seal completely spaces between all units to walls, ceilings, floors, and adjoining (not portable) units with enclosed bodies against entrance of food particles or vermin by means of trim strips, welding, or commercial joint material best suited to nature of equipment and adjoining material.

B. Close ends of all hollow sections.

C. Equipment butting against walls, ceilings, floor surfaces and corners, fitting tightly against same; backsplashes or risers that fit tightly against wall to be neatly scribed and sealed to wall with Dow Corning 732 RTV or GE silicone, in a color that best matches the adjoining surfaces. Where required to prevent shifting of equipment and breaking wall seal, anchor them to the floor.

3.4 TESTING AND DEMONSTRATION OF EQUIPMENT
A. After completion, all items of equipment furnished under this contract shall be thoroughly tested to ensure proper and safe operation.

B. The Contractor shall arrange to have all manufactured and mechanical operated equipment furnished under this contract demonstrated by manufacturer’s representatives. These representatives are to instruct the University’s Representative or his personnel in the use, care maintenance of all items of equipment after same is in good working order.

Demonstration ad instruction shall be at the dates and times designated by the University’s Representative.

C. Contractor shall furnish and install a competent service representative to be present when furnish is put into operation.

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EQUIPMENT SCHEDULE
Contractor shall furnish and install the following custom fabricated and “buy-out” equipment.

ITEM # 101 MOBILE SECURITY SHELVING UNIT
Dimensions:

Quantity: Three (3)
Manufacturer: ULINE
Model: H2657
Three (3)
ITEM # 201 MOP SINK CABINET
Dimensions: 84(h) x 25.19(w) x 22.75(d)
Quantity: One (1)
Manufacturer: Advance Tabco
Model: 9-OPC-84
One (1) Cabinet with Mop Sink, 25-3/16"W x 22-3/4"D x 84"H, mop sink base with drain (bowl 16” x 20” x 12”), left hinged door, (2) mop holders, (1) fixed intermediate shelf, slotted side panels for ventilation, 16/304 series stainless steel sink bowl, 18/304 series stainless steel sink bowl apron, 18/430 series stainless steel cabinet, NSF (right hinged door available on request)
One (1) Service Sink Faucet, wall mount, 8" OC, 6-1/2" spout, with hose thread & pail hook, vacuum breaker spout, wall braced, chrome-plated brass ITEM # 202 MOP SINK CHEMICAL DISPENSER
Dimensions:

Quantity: One (1)
Manufacturer: Ecolab
Model: APEX
One (1) BY VENDOR
ITEM # 203 HAND SINK, WALL MOUNTED
Dimensions: 12.75(h) x 17.25(w) x 15.25(d)
Quantity: One (1)
Manufacturer: Advance Tabco
Model: 7-PS-40
One (1) Hand Sink, wall mounted, 14" wide x 10" front-to-back x 5" deep bowl, 20 gauge 304 stainless steel, 7-3/4" high side splashes, with splash mounted faucet, lever drain with overflow, P-trap, wall bracket, NSF, cCSAus One (1) Wrist Handles Only, for splash or deck mount hand sink faucet (1 pair hot & cold 4" long blades), fits faucets supplied after November 2015 with hot & cold color rings that do not have exposed screw head
One (1) Low-flow aerator 0.5gpm, fits 55/64-27 male or 15/16-27 female thread on spout, conforms to California AB 1953
One (1) Side Mounted Wall Bracket (set of 2), for added strength

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ITEM # 204 SOAP DISPENSER
Dimensions: 8.5(h) x 3.5(w) x 3(d)
Quantity: One (1)
Manufacturer: Advance Tabco
Model: 7-PS-12
One (1) Soap Dispenser, wall mounted, 3-1/2"W x 3"D x 8-1/2"H, 20 oz. smoked plastic liquid soap reservoir, push button dispensing, chrome plated plastic body, includes: adhesive strip & mounting bracket
ITEM # 205 PAPER TOWEL DISPENSER
Dimensions: 15(h) x 11(w) x 4(d)
Quantity: One (1)
Manufacturer: Advance Tabco
Model: 7-PS-35
One (1) Paper Towel Dispenser, wall mounted, locking, 11"W x 4"D x 15"H, for use with "C" fold towels, paper towel level indicator, satin finish stainless steel. includes (2) keys & mounting hardware
ITEM # 206 TRASH RECEPTACLE
Dimensions: 30(h) x 22(w) x 11(d)
Quantity: Three (3)
Manufacturer: Rubbermaid Commercial Products Model:

FG354060GRAY
Three (3) Slim Jim® Container, 23 gallon, 22"W x 11"D x 30"H, with venting channels, molded-in handles, general purpose waste, open type without lid, high-impact plastic construction, gray, Made in USA
Three (3) Slim Jim® Swing Lid, for Slim Jim® Container, gray, Made in USA (contact Rubbermaid for broken case information)
ITEM # 207 SS WALL FLASHING
Dimensions:

Quantity: One (1)
Manufacturer: ST. STL. Fabricator
Model: WALL FLASHING
One (1) Wall Flashing, 18 GA stainless steel panels, 48" wide, height from 6" curb to ceiling, vertical grain, adhere flashing to wall with heat resistant mastic, use 2" wide stainless steel divider strips and end caps for a finished appearance, place corner guard over wall flashing and seal to wall. See drawings for more information and details, Size and shape pre plan.

ITEM # 208 3-COMPARTMENT SINK
Dimensions: 45(h) x 89(w) x 28(d)
Quantity: One (1)
Manufacturer: Advance Tabco
Model: 94-23-60-18L

CIP 689 - Clark Building Renovations
FOODSERVICE EQUIPMENT 11400
One (1) Regaline Sink, 3-compartment, with left-hand drainboard, 20" front-to-back x 20"W sink compartments, 14" deep, with 11"H backsplash, stainless steel legs with adjustable left- to-right and front cross rails, 18" drainboard, 1" adjustable bullet feet, 14 gauge 304 stainless steel, overall 28" F/B x 89" L/R, NSF
Three (3) Lever Waste Drain, twist handle operated with built in overflow, fits 3-1/2" drain opening, 2" NPT & 1-1/2" IPS outlet connections
Three (3) Support Bracket, for lever waste drain handle, (1) support required for each lever drain One (1) Drainboard Corner Turn (each)
ITEM # 209 FAUCET, SPLASH MOUNT
Dimensions:

Quantity: Two (2)
Manufacturer: T&S Brass
Model: B-0231
Two (2) Sink Mixing Faucet, wall mount, 8" centers, 12" swing nozzle, lever handles, quarter- turn Eterna cartridges, 1/2" NPT female inlets, low lead, ADA Compliant Two (2) Wrist Action Handle, 4" long, hot index & screw Two (2) Wrist Action Handle, 4" long, cold index & screw
ITEM # 210 PRE-RINSE FAUCET W/ ADD ON FAUCET
Dimensions: 39.5(h)
Quantity: One (1)
Manufacturer: T&S Brass
Model: B-0133-10CRBJST
One (1) Pre-Rinse Unit, EasyInstall wall mount mixing faucet with 8" adjustable centers, quarterturn Cerama cartridges with check valves, lever handles with color coded indexes, add-on faucet with 10" swing nozzle, 44" flexible stainless steel hose, 1.07 gpm spray valve with swivel, 6" wall bracket, finger hook, accessory fitting tee, 1/2" NPT male elbow installation kit ITEM # 211 WALL SHELF
Dimensions: 13.5(h) x 36(w) x 15(d)
Quantity: Two (2)
Manufacturer: Advance Tabco
Model: WS-15-36-16
Two (2) Shelf, wall-mounted, 36"W x 15"D, 1-5/8" bullnose front edge, 1-1/2"H rear up-turn, 16/304 satin finish stainless steel, NSF
ITEM # 212 WALL SHELF
Dimensions: 13.5(h) x 24(w) x 15(d)
Quantity: Two (2)
Manufacturer: Advance Tabco
Model: WS-15-24-16
Two (2) Shelf, wall-mounted, 24"W x 15"D, 1-5/8" bullnose front edge, 1-1/2"H rear up-turn, 16/304 satin finish stainless steel, NSF
ITEM # 213 SS WORK COUNTER W/ SINK

CIP 689 - Clark Building Renovations
FOODSERVICE EQUIPMENT 11400
Dimensions:

Quantity: One (1)
Manufacturer: ST. STL. Fabricator
Model: CUSTOM
One (1) WORK Counter 14 Ga. S/S top, 8" x 2" backsplash at walls. All 18GA S/S cabinet and cabinet section with 18 GA S/S intermediate and bottom shelves. 14 GA S/S cabinetbase channels. S/S legs adjustable bullet feet. . All S/S cabinet construction, S/S intermediate and bottom shelves, S/S base channels. See drawings for more information and details. Size and shape per plan.

ITEM # 214 SHELVING, WALL MOUNTED
Dimensions: 13.5(h) x 60(w) x 15(d)
Quantity: Two (2)
Manufacturer: Advance Tabco
Model: WS-15-60
Two (2) Shelf, wall-mounted, 60"W x 15"D, 1-5/8" bullnose front edge, 1-1/2"H rear up-turn, 18/430 satin finish stainless steel, NSF
ITEM # 215 POT & PAN DISPENSER
Dimensions:

Quantity: One (1)
Manufacturer: Ecolab One (1) BY
VENDOR
ITEM # 216 SS CORNER GUARDS
Dimensions:

Quantity: Three (3)
Manufacturer: ST. STL. Fabricator
Model: CUSTOM
Three (3) Corner Guard, 16 GA. SS, type 304 stainless steel, 72" x 2-1/2" x 2-1/2". Kink Edges.

See drawings for more information and details. Size and shape per plan.

ITEM # 301 AIR CURTAIN, CEILING MOUNTED
Dimensions:

Quantity: One (1)
Manufacturer: Mars Air Systems
Model: PH1036-1UA-PW
One (1) Phantom 10 air curtain for 36"W door, unheated, aluminum cabinet, Pearl White powder coat finish, (1) 1/2 HP motor, 115v/60/1-ph, cETLus
One (1) 5 year warranty, standard
One (1) 1 year warranty for all parts (except filters), standard One (1) Magnetic switches
One (1) Magnetic Reed Switch, commercial, surface mounted One (1) Motor control panel for unheated units, remote mounted, (1) 1/2 HP motor maximum, 115v/60/1-ph
One (1) Magnetic reed switch, commercial plastic body for surface mounted applications, 24v, NEMA 1 (requires controller, or motor control panel wth MCP-24v) One (1) Accessory, panel mounted 24v transformer (adder for motor control panel)

CIP 689 - Clark Building Renovations
FOODSERVICE EQUIPMENT 11400
ITEM # 302 REFRIGERATOR, 2-DOOR REACH-IN
Dimensions: 78.38(h) x 54.13(w) x 29.5(d)
Quantity: One (1)
Manufacturer: True Mfg. - General Foodservice Model:

TS-49-HC
One (1) Refrigerator, reach-in, two-section, (2) stainless steel doors, (6) gray PVC coated adjustable wire shelves, LED interior lighting, stainless steel front/sides, stainless steel interior, 4" castors, R290 Hydrocarbon refrigerant, 1/2 HP, 115v/60/1-ph, 5.4 amps, NEMA 5-15P, cULus, UL EPH Classified, CE, Made in USA
One (1) Self-contained refrigeration standard
One (1) 7 year compressor warranty, 6 years parts warranty, 5 year labor warranty standard.

Please visit www.truemfg.com for specifics standard
One (1) Left door hinged left, right door hinged right standard One (1) 4" stem castors, standard (adds 5" to OA height)
ITEM # 303 FREEZER, SINGLE DOOR
Dimensions: 78.38(h) x 27(w) x 29.5(d)
Quantity: One (1)
Manufacturer: True Mfg. - General Foodservice Model:

T-23F-HC
One (1) Freezer, reach-in, one-section, -10°F, (1) solid door, (3) PVC coated adjustable wire shelves, interior lighting, stainless steel door, stainless steel front, aluminum sides, clear coated aluminum interior with stainless steel floor, 4" castors, R290 Hydrocarbon refrigerant, 1/2 HP, 115v/60/1-ph, 3.7 amps, NEMA 5-15P, cULus, UL EPH Classified, Made in USA, ENERGY STAR®
One (1) NOTE: Commonly stocked model in right & left hinge; verify availability with factory One (1) Self-contained refrigeration standard
One (1) 7 year compressor warranty, 6 years parts warranty, 5 year labor warranty standard.

Please visit www.truemfg.com for specifics standard
One (1) Door hinged right standard
One (1) 4" stem castors, standard (adds 5" to OA height) ITEM # 304 SS WORK COUNTER W/ MILLWORK DOOR FRONTS
Dimensions:

Quantity: One (1)
Manufacturer: ST. STL. Fabricator
Model: CUSTOM
One (1) S/S countertop W/ SS lined millwork doors and SS Counter body. All 18 Ga. S/S cabinet construction, provide SS intermediate and bottom shelves, SS base channels. See drawings for more information and details. Size and shape per plan.

ITEM # 305 HAND SINK FAUCET, DECK MOUNTED
Dimensions:

Quantity: One (1)
Manufacturer: T&S Brass
Model: B-1110
One (1) Faucet, 6" swing nozzle, deck mounted, quarter-turn Eterna cartridges, lever handles, low lead, ADA Compliant

CIP 689 - Clark Building Renovations
FOODSERVICE EQUIPMENT 11400
ITEM # 306 FAUCET, DECK MOUNTED
Dimensions:

Quantity: One (1)
Manufacturer: T&S Brass
Model: B-0226
One (1) Mixing Faucet, deck mount, 10" swing nozzle, 4" centers with 1/2" IPS eccentric flanged female inlets, quarter-turn Eterna cartridges, lever handles, low lead, ADA Compliant ITEM # 307 SS WORK COUNTER W/ MILLWORK DOOR FRONTS
Dimensions:

Quantity: One (1)
Manufacturer: ST. STL. Fabricator
Model: CUSTOM
One (1) S/S Millwork countertop W/ SS lined millwork doors and SS Counter body. All 18 Ga. S/S cabinet construction, provide SS intermediate and bottom shelves, SS base channels.

See drawings for more information and details. Size and shape per plan.

ITEM # 308 6-BURNER RANGE W/ OVEN
Dimensions: 47(h) x 36(w) x 34.25(d)
Quantity: One (1)
Manufacturer: Garland/US Range
Model: S686
One (1) Sentry Series Restaurant Range, electric, 36", (6) all purpose tubular element burners, standard oven, 10" high backguard, all stainless steel exterior finish, 6" stainless steel legs, 15 kW (Garland)
One (1) One year limited parts and labor warranty, covers products purchased and installed in the USA only, standard
One (1) 208v/60/1-ph, 71 amps, standard
One (1) 10" High backguard, standard
ITEM # 309 EXHAUST HOOD
Dimensions:

Quantity: One (1)
Manufacturer: CAPTIVE AIRE
Model: 3044
One (1) BY MECHANICAL CONTRACTOR
ITEM # 310 EXHAUST HOOD ANSUL CABINET
Dimensions:

Quantity: One (1)
Manufacturer: CAPTIVE AIRE
Model: ANSUL
One (1) BY MECHANICAL CONTRACTOR
ITEM # 311 MILLWORK WALLSHELF

CIP 689 - Clark Building Renovations
FOODSERVICE EQUIPMENT 11400
Dimensions:

Quantity: One (1)
Manufacturer: By Millwork Contractor
Model: CUSTOM
One (1) BY MILLWORK CONTRACTOR
ITEM # 312 MILLWORK TOP W/ SS WORTABLE
Dimensions:

Quantity: One (1)
Manufacturer: ST. STL. Fabricator
Model: CUSTOM
One (1) Millwork Top w/ SS Worktable, S/S cross bracing notched, S/S bottom undershelf as indicated on elevations. S/S legs w/ S/S bullet feet, See Drawings for more information and details, Size and shape per plan.

ITEM # 313 MICROWAVE OVEN
Dimensions: 12(h) x 20.13(w) x 16.5(d)
Quantity: One (1)
Manufacturer: Panasonic
Model: NE-1064F
One (1) PRO Commercial Microwave Oven, 1000 Watts, 0.8 cu. ft. capacity, (6) power levels, 2- & 3-stage cooking, 20 program memory capacity, touch control pad with Braille, 99-minute timer, programmable and manual operation, program list/cycle counter, self-diagnostics, tone control, bottom energy feed, interior light, see-through door with "grab & go" handle, stainless steel front, cabinet & cavity, 120v/60/1-ph, 13.4 amps, cord, NEMA 5-15P, cULus, NSF One (1) 1 year parts & labor warranty (or 18,000 cycles) whichever comes first and 3 year magnetron warranty (or 54,000 cycles) whichever comes first

END OF SECTION

CIP 689 - Clark Building Renovations
PROJECTION SCREENS 115213 - 1
SECTION 115213 - PROJECTION SCREENS
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Front-projection screens.

2. Projectors.

3. Projector mount brackets.

1.3 DEFINITIONS
A. Gain of Front-Projection Screens: Ratio of light reflected from screen material to that reflected perpendicularly from a magnesium carbonate surface as determined per SMPTE RP 94.

B. Half-Gain Angle: The angle, measured from the axis of the screen surface, to the most central position on a perpendicular plane through the horizontal centerline of the screen where the gain is half of the peak gain.

1.4 SUBMITTALS
A. Product Data: For each type of screen indicated.

B. Samples for Initial Selection: For finishes of surface-mounted screen cases.

C. Maintenance Data: For projection screens to include in maintenance manuals.

1.5 QUALITY ASSURANCE
A. Source Limitations: Obtain projection screens through one source from a single manufacturer.

Obtain each screen as a complete unit, including necessary mounting hardware andaccessories.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver projection screens until building is enclosed and other construction within spaces where screens will be installed is substantially complete and ready for screen installation.

CIP 689 - Clark Building Renovations
PROJECTION SCREENS 115213 - 2

1.7 COORDINATION
A. Coordinate layout and installation of projection screens with adjacent construction, including ceiling framing, light fixtures, HVAC equipment, and partitions.

1.8 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of projection screens that fails in materials or workmanship within specified warranty period.

1. Warranty Period: 1 year.

B. Installer Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Projection Screens: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Draper. (Basis of Design)

2. Da-Lite.

3. Or equal.

B. Projector: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Epson.

2. Hitachi.

3. Sony.

4. Panasonic.

5. Dell.

6. Or equal.

C. Projector mounting brackets: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. Draper. (Basis of Design)

2. Peerless Industries, Inc.

3. Or equal.

2.2 FRONT-PROJECTION SCREENS
A. Product: Acumen XL V, motorized by Draper or equal.

1. Size: As indicated on Drawings.

2. Format: HDTV format (16:9).

3. Mounting: Recessed into the ceiling.

4. Viewing Surface: Matt White XT1000E (1.0 gain): GREENGUARD Gold certified.

5. Case color: White (standard).

6. Shipping Option: Complete Unit Now.

CIP 689 - Clark Building Renovations
PROJECTION SCREENS 115213 - 3

7. Motor and controls: 110-120V AC (standard).

2.3 PROJECTOR
A. Product: Pro L30002UNL Laser WUXGA 3LCD Projector by Epson or equal.

1. Large-venue projector delivers WUXGA performance with Epson® 4K Enhancement Technology.

2. Projection System: High-aperture Epson 3-chip 3LCD technology.

2.4 PROJECTOR MOUNTING BRACKETS
A. Draper. Aero Accuset Adjustable Mount.

1. Maximum load 26 pounds.

2. Adjustable: +/- 30 degree pitch at ceiling plane and 360 degree yaw. Setscrew.

3. Adjustable: +/- 30 degree pitch at ball joint, +/- 30 degree roll, and 360 degree yaw.

Locks with set screw.

4. Adjust up to 149 inches from ceiling.

5. Finish: matt black.

6. For sloped ceilings, provide Accuset Angled Ceiling Plate.

7. Accessories:
a. Accuset Suspended-Ceiling Panel for areas with acoustical ceiling panels. b. Escutcheon Ring for areas with hard-lid ceilings.

PART 3 - EXECUTION

3.1 INSTALLATION
A. General: Install projection screens at locations indicated to comply with screen manufacturer's written instructions.

B. Install front-projection screens with screen cases in position and in relation to adjoining construction indicated. Securely anchor to supporting substrate in a manner that produces a smoothly operating screen with vertical edges plumb and viewing surface flat when screen is lowered.

1. Test manually operated units to verify that screen operating components are in optimum functioning condition.

3.2 PROTECTING AND CLEANING
A. After installation, protect projection screens from damage during construction. If damage occurs despite such protection, remove and replace damaged components or entire unit as required to provide units in their original, undamaged condition.

END OF SECTION 115213

CIP 689 - Clark Building Renovations
STAGING SYSTEM 116001 - 1
SECTION 116001 – STAGING SYSTEM
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes the following:

1. Moveable Stage.

1.3 SUBMITTALS
A. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Provide test results by certified independent testing laboratory indicating compliancewith performance requirements.

2. Rated capacities, construction details, material descriptions, dimensions of individual components, profiles, and finishes.

3. Maintenance instructions and recommendations.

4. Acoustical testing data demonstrating minimal compliance with required acoustical performance criteria.

B. Shop drawings.

1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain all products from a single manufacturer through one source providing a comprehensive material and installation package:

B. Manufacturer Qualifications: Minimum 5 years' experience in design and manufacturing of similar products on projects of similar size, scope and complexity, and with the production capacity to meet the construction and installation schedule.

C. Installer Qualifications: ESTA-certified and experienced in installation of the work of this section and acceptable to the manufacturer and in the regular employ of the manufacturer.

D. Regulatory Requirements: Where components are indicated to comply with accessibility requirements, comply with the U.S. Architectural and Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA) and Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities".

1.5 WARRANTY

CIP 689 - Clark Building Renovations
STAGING SYSTEM 116001 - 2
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components that fails in materials or workmanship within specified warranty period.

1. Warranty Period: 3 years.

B. Installer’s Warranty: 1 year.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Stage Platforms:

1. Sico. (Basis of Design)

2. Wenger Corporation.

3. Staging Concepts.

4. Or equal.

2.2 MOVABLE STAGE
A. Product: 1800 Tuff-Deck Stage by Sico or equal.

B. Configuration: As indicated on Drawings.

C. Load Ratings:

1. Uniformly Distributed Load: 125 psf.

2. Sway Load: 5% of uniformly distributed load.

3. Point Load: 337 lbs on a 2”x2” area.

D. Stage Deck:

1. Deck Construction: Constructed with durable 5/8” thick plywood.

2. Deck Surface: Complement your deck surface with long wearing carpet or durable scratchresistant black solid surface options. a. Carpet color: As selected by Architect from manufacturer’s full range.

3. Unitized Steel Frame: Constructed with a rigid, one piece arc-welded unitized steel frame for long-lasting strength and durability. Deck is securely anchored to frame for structural integrity.

4. Deck Edge: A vinyl coated steel deck edge wraps around the perimeter of the stage for long lasting wear and durability.

5. Hook Fastener: Continuous hook fastener banding placed around the perimeter edges of decking allows for quick and easy attachment of skirting without any clips or pins.

E. Stage Legs:

1. Load Bearing Legs: Stage unit rests on 8 direct-to-floor load bearing legs that serve as points of contact to stabilize the stage in the open position. Stage unit is equipped with either single height, or dual height legs.

2. Single Height Legs: Available in 8”, 16”, 24”, and 32” fixed heights.

3. Dual Height Legs: Telescoping legs allow for easy and convenient height adjustments.

Equipped only on dual height stages.

4. Height Adjustment Pins*: Allows for 8” height increments.

CIP 689 - Clark Building Renovations
STAGING SYSTEM 116001 - 3

5. Swing Out Legs: For use when stage is set up at the maximum height. U-shaped leg helps pivot stage into the open position.

6. Glides: Non-marring glides protect floors and dampen noise.

F. Unit-to Unit Connectors:

1. Non-Tiered Connector:

2. Permanently attached spring loaded yellow connector holds additional stage units securely together when at the same heights. No additional tools required.

3. Tiered Riser Connector: Built-in black connectors secure additional stages together when units are at different heights. Stage decks slightly overlap in this setup to keep chair legs from sliding through. No additional chair stop is required.

G. Ramp, Stairs, and Railings: Manufacturer’sstandard.

1. ADA compliant.

H. Curtain Closures and Backdrops: Manufacturer's standard stage-drapery-fabric curtain closures with hanging accessories, as follows:

1. Skirting closures.

2. Backdrop closure, 8 foot-high, with metal frame.

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

I. Transport and Storage:

1. Self-Storing Mobile Unit: Designed to be a self-contained mobile unit for efficient single person set up and easy storage, resulting in considerable savings in labor and time. No need for additional transport carts, or heavy lifting.

2. Folding for Transport & Storage: When stage is folded for transport, leg pivot points provide an over-center lock feature that holds the decks in the folded position. A flexible strap connects the folded halves to each other for added security

3. Heavy Duty Casters: Two fixed and two swiveling heavy duty 5” non-marring rubber wheels protect floors, and are designed for long life.

4. Yellow Wheel Frame: The painted yellow frame identifies the side of stage unit that contains the swiveling wheels.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine installation areas and mounting surfaces with Installer present, for compliance with manufacturer's installation tolerances including required clearances, floor level, location of blocking and anchoring reinforcements, and other existing conditions that may affect installation or performance.

B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. If preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

C. Proceed with installation only after correction of unsatisfactory conditions.

CIP 689 - Clark Building Renovations
STAGING SYSTEM 116001 - 4

3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION - GENERAL
A. Install manufactured units in accordance with manufacturer's recommendations, approved submittals, and in proper relationship with adjacent construction.

3.4 INSTALLATION OF STAGE
A. Install manufactured units in location indicated to verify components are complete and operational. Adjust equipment until satisfactory results are achieved.

3.5 CLEANING AND PROTECTION
A. Repair or replace defective work as directed by Architect upon inspection.

B. Clean surfaces. Touch up marred finishes, or replace damaged componentsthat cannot be restored to factory-finished appearance. Use only materials and procedures recommended or furnished by manufacturer.

C. Protect installed products from damage, abuse, dust, dirt, stain, or paint until completion of project. Do not permit use during construction.

END OF SECTION 116001

CIP 689 - Clark Building Renovations
ROLLER WINDOW SHADES 122413 - 1
SECTION 122413 - ROLLER WINDOW SHADES
PART 1 - GENERAL

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

1.2 SUMMARY
A. This Section includes following roller window shades:

1. Motorized operation.

B. Related Sections include the following:

1. Division 26 sections for electrical requirements.

1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include styles, material descriptions, construction details, dimensions of individual components and profiles, features, finishes, and operating instructions.

B. Shop Drawings: Show location and extent of roller shades. Include elevations, sections, details, and dimensions not shown in Product Data. Show installation details, mountings, attachments to other work, operational clearances, and relationship to adjoining work.

C. Samples for Initial Selection: For each colored component of each type of shade indicated.

1. Include similar Samples of accessories involving colorselection.

D. Samples for Verification:

1. Complete, full-size operating unit not less than 16 inches wide for each type of roller shade indicated.

2. For the following products:
a. Shade Material: Not less than 3 inches square, with specified treatments applied.

Mark face of material.

E. Window Treatment Schedule: For roller shades. Use same designations indicated on Drawings.

F. Product Certificates: For each type of roller shade, signed by product manufacturer.

G. Qualification Data: For Installer.

H. Product Test Reports: For each type of roller shade.

CIP 689 - Clark Building Renovations
ROLLER WINDOW SHADES 122413 - 2
I. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type of roller shade.

J. Maintenance Data: For roller shades to include in maintenance manuals. Include the following:

1. Methods for maintaining roller shades and finishes.

2. Precautions about cleaning materials and methods that could be detrimental to fabrics, finishes, and performance.

3. Operating hardware.

1.4 QUALITY ASSURANCE
A. Comply with Title 19, Article 3-08.

B. Installer Qualifications: Fabricator of products.

C. Source Limitations: Obtain roller shades through one source from a single manufacturer.

D. Fire-Test-Response Characteristics: Provide roller shade band materials with the fire-testresponse characteristics indicated, as determined by testing identical products per test method indicated below by UL or another testing and listing approved by CSFM.

1. Flame-Resistance Ratings: Passes NFPA 701.

E. Product Standard: Provide roller shades complying with WCMA A 100.1.

F. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver shades in factory packages, marked with manufacturer and product name, fire-testresponse characteristics, and location of installation using same designations indicated on Drawings and in a window treatment schedule.

1.6 PROJECT CONDITIONS
A. Environmental Limitations: Do not install roller shades until construction and wet and dirty finish work in spaces, including painting, is complete and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use.

B. Field Measurements: Where roller shades are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Allow clearancesfor operable glazed units' operation hardware throughout the entire operating range. Notify Architect of discrepancies. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

1.7 WARRANTY

CIP 689 - Clark Building Renovations
ROLLER WINDOW SHADES 122413 - 3
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of roller shades that fails in materials or workmanship within specified warranty period.

1. Warranty Period: Lifetime.

B. Installer’s Warranty: 1 year.

1.8 EXTRA MATERIALS
A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Rollers Shades: Before installation begins, for each size, color, texture, and pattern indicated, full-size units equal to 5 percent of amount installed, but not fewer than 2 units.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Roller Shades: Subject to compliance with requirements, provide either the named product or an equal product by one of the other manufacturers specified.

1. MechoShade Systems, Inc. (Basis of Design)

2. Draper Inc.

3. Silent Gliss USA, Inc.

4. Hunter Douglas.

5. Or equal.

2.2 ROLLER SHADES
A. Type: Motorized shades.

B. Solar Shade Cloth: As indicated Drawings.

2.3 ACCESSORIES
A. Roller Shade Pocket: For recessed mounting in acoustical tile, or drywall ceilings as indicated on the Drawings.

1. Product: 1-1/2” by 6” clear anodized aluminum.

2. Provide either extruded aluminum and or formed steel shade pocket, sized to accommodate roller shades, with exposed extruded aluminum closure mount, tile support and removable closure panel to provide access to shades.
a. Provide "Vented Pocket" such that there will be a minimum of four 1 inch diameter holes per foot allowing the solar gain to flow above the ceiling line.

3. Pocket Accessories: As indicated on the Drawings.

B. Fascia:

1. Continuous removable extruded aluminum fascia that attaches to shade mounting brackets without the use of adhesives, magnetic strips, or exposed fasteners.

CIP 689 - Clark Building Renovations
ROLLER WINDOW SHADES 122413 - 4

2. Fascia shall be able to be installed across two or more shade bands in one piece.

3. Fascia shall fully conceal brackets, shade roller and fabric on the tube.

4. Provide bracket / fascia end caps where mounting conditions expose outside of roller shade brackets.

5. Notching of Fascia for manual chain shall not be acceptable.

2.4 SHADE BAND
A. Shade Bands: Construction of shade band includes the fabric, the hem weight, hem-pocket, shade roller tube, and the attachment of the shade band to the roller tube. Sewn hems and open hem pockets are not acceptable.

1. Hem Pockets and Hem Weights: Fabric hem pocket with RF-welded seams (including welded ends) and concealed hem weights. Hem weights shall be of appropriate size and weight for shade band. Hem weight shall be continuous inside a sealed hem pocket. Hem pocket construction and hem weights shall be similar, for all shades within one room.

2. Shade Band and Shade Roller Attachment:
a. Use extruded aluminum shade roller tube of a diameter and wall thickness required to support shade fabric without excessive deflection. Roller tubes less than 1.55 inch in diameter for manual shades, and less than 2.55 inches for motorize shades are not acceptable.
b. Provide for positive mechanical engagement with drive / brake mechanism. c. Provide for positive mechanical attachment of shade band to roller tube; shade band shall be made removable / replaceable with a "snap-on" snap-off" spline mounting, without having to remove shade roller from shade brackets. d. Mounting spline shall not require use of adhesives, adhesive tapes, staples, and/or rivets.
e. Any method of attaching shade band to roller tube that requires the use of: adhesive, adhesive tapes, staples, and/or rivets are not acceptable.

2.5 SHADE FABRICATION
A. Fabricate units to completely fill existing openings from head to sill and jamb-to-jamb, unless specifically indicated otherwise.

B. Fabricate shadecloth to hang flat without buckling or distortion. Fabricate with heat-sealed trimmed edges to hang straight without curling or raveling. Fabricate unguided shadecloth to roll true and straight without shifting sideways more than 1/8 inch in either direction per 8 feet of shade height due to warp distortion or weave design. Fabricate hem as follows:

1. Standard concealed hem bar.

2.6 COMPONENTS
A. Access and Material Requirements:

1. Provide shade hardware allowing for the removal of shade roller tube from brackets without removing hardware from opening and without requiring end or center supports to be removed.

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ROLLER WINDOW SHADES 122413 - 5

2. Provide shade hardware that allows for removal and re-mounting of the shade bands without having to remove the shade tube, drive or operating support brackets.

3. Use only Delrin engineered plastics by DuPont for all plastic components of shade hardware. Styrene based plastics, and /or polyester, or reinforced polyester will not be acceptable.

A. Motorized Operating System: Provide factory-assembled, shade-operator system of size and capacity and with features, characteristics, and accessories suitable for conditions indicated, complete with electric motor and factory-prewired motor controls, power disconnect switch, enclosures protecting controls and operating parts, and accessories required for reliable operation without malfunction. Include wiring from motor controls to motors. Coordinate operator wiring requirements and electrical characteristics with building electrical system.

1. Electrical Components: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2. Electric Motor: Manufacturer's standard tubular, enclosed in roller.

3. Remote Control: Electric controls with NEMA ICS 6, Type 1 enclosure for recessed or flush mounting. Provide the following for remote-control activation of shades:
a. Individual Switch Control Station: Three-position, toggle-style, wall-switchoperated control station with open, close, and center off functions. b. Group Control Station: Three-position, rocker-style, wall-switch-operated control station with open, close, and center off functions for single-switch group control. c. Microprocessor Control: Electronic programmable means for setting, changing, and adjusting control features; isolated from voltage spikes and surges.

4. Limit Switches: Adjustable switches interlocked with motor controls and set to stop shades automatically at fully raised and fully lowered positions.

5. Operating Features:
a. Group switching with integrated switch control; single faceplate for multiple switch cutouts.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, and other conditions affecting performance.

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

3.2 ROLLER SHADE INSTALLATION
A. Install roller shades level, plumb, and aligned with adjacent units according to manufacturer's written instructions, and located so shade band is not closer than 2 inches to interior face of glass.

Allow clearances for window operation hardware.

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3.3 ADJUSTING
A. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range.

3.4 CLEANING AND PROTECTION
A. Clean roller shade surfaces after installation, according to manufacturer's written instructions.

B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that roller shades are without damage or deterioration at time of Substantial Completion.

C. Replace damaged roller shades that cannot be repaired, in a manner approved by Architect, before time of Substantial Completion.

END OF SECTION 122413

CIB 689- Clark Building Renovations
COMMON WORK RESULTS FOR PLUMBING 22 0000 - 1
SECTION 22 0000 - COMMON WORK RESULTS FOR PLUMBING
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. This Section includes the following:

1. General Plumbing Requirements specifically applicable to all Division 22 Sections.

2. Some piping material and installation instructions common to most piping systems.

3. Grout.

4. Plumbing Demolition (when indicated on the drawings).

5. Equipment installation requirements common to equipment sections.

6. Concrete bases.

7. Supports and anchorages.

1.3 DEFINITIONS
A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct chases, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels.

B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms.

C. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations.

D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and chases.

E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants but subject to outdoor ambient temperatures. Examples include installations within unheated shelters.

F. The following are industry abbreviations for rubber materials:

1. EPDM: Ethylene-propylene-diene monomer rubber.

2. NBR: Acrylonitrile-butadiene rubber.

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1.4 REFERENCES AND STANDARDS:

A. The editions recognized by latest California Plumbing Code of the following are hereby included in and made a part of Division 22:

1. NFPA National Fire Protection Association

2. UL Underwriters' Laboratories, Inc.

3. NEMA National Electrical Manufacturer's Association

4. NEC National Electric Code

5. ASME American Society of Mechanical Engineers

6. AWS American Welding Society

7. ANSI American National Standards Institute

8. AGA American Gas Association

9. HI HydronicsInstitute

10. OSHA Occupational Safety and Health Act

11. AWWA American Water Works Association

12. CISPI Cast Iron Soil Pipe Institute

1.5 QUALITY ASSURANCE AND COORDINATION
A. Electrical Characteristics for Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies are specified, equipment shall comply with requirements.

B. All work to meet in-force local plumbing code. In the case of discrepancies between the project contract documents and the in-force local code, the most stringent shall govern.

C. As NU FMO plumbing staff shall walk through and inspect all plumbing work prior to walls or ceilings being closed up, deficiencies shall be noted and given to the project manager in writing.

D. Comply with most current edition of Northwestern University Design Standards.

E. All materials and installations shall meet applicable FM Global requirements.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture.

B. Store plastic pipes protected from directsunlight. Support to preventsagging and bending.

1.7 COORDINATION
A. Contractor shall coordinate the work of the different trades so that interference between piping, equipment, structural, and electrical work will be avoided. All necessary offsets in piping and ductwork, and all fittings, and other components, required to install the work properly shall be furnished complete in place at no additional cost.

B. Unless otherwise stipulated under a particular heading, the following rules relative to responsibilities of the Contractors and Subcontractors will apply:

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COMMON WORK RESULTS FOR PLUMBING 22 0000 - 3

1. Make-up water piping connections shall be provided by the Plumbing Contractor to within five (5) feet of the required point of connection to the equipment and there terminated with a shut-off valve.

Each trade shall make the final connection to the equipment it installs.

2. Ceiling access panels will be installed by the General Contractor at locations determined by the Plumbing Contractor.

3. The Plumbing Contractor or subcontractor shall install all roughing-in pertaining to his trade for each item of equipment furnished under another Section of the Specifications or by the Owner.

4. The Plumbing Contractor shall make final connections of equipment to rough-ins.

1.8 EQUIPMENT START-UP
A. Start-up of all plumbing equipment shall be video-recorded by the plumbing contractor. Two DVD copies shall be turned over to the Owner’s maintenance staff.

1.9 TESTING AND REPAIR
A. All piping and ductwork systems shall be thoroughly cleaned and flushed prior to final testing.

B. Pressure testing shall be completed for the following piping systems:

1. Domestic water, sanitary and vent, storm and gas piping systems, and other systems as noted on the plans.

C. All testing must be witnessed and accurately recorded noting methods of testing, times, dates, and results.

D. Any damage as a result of tests shall be repaired or damaged materials replaced at no cost to the Owner.

1.10 FINAL COMPLETION
A. All work shall be cleaned prior to issuance of Substantial Completion.

B. Retouch or repaint factory painted prime and finish coats where scratched or damaged.

C. Deliver any equipment as required by this Specification to Owner and obtained signed receipts of delivery.

D. Clean equipment, restore damaged materials, and leave the Work in acceptable condition.

E. Remove all site tools, equipment, surplus materials and rubbish continuously at no additional cost to the Owner.

F. Contractor shall submit written certificates warranting each item of equipment.

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COMMON WORK RESULTS FOR PLUMBING 22 0000 - 4
PART 2 - PRODUCTS

2.1 EQUIPMENT AND MATERIALS:

A. All equipment and materials shall be furnished in strict accordance with the equipment named and according to Specification requirements. Each bid shall be based upon one of the materials or manufacturers specified.

B. Equipment and materials specified shall be considered to have prior approval, but submittal for approval is required. Furnish construction drawings to other Contractors when required to coordinate construction.

C. Where multiple manufacturers are named the drawings and specifications are based on the requirements and layouts for the equipment of the first named manufacturer. Any change required by the use of other named manufacturers such as revisions to foundations, bases, piping, controls, wiring, openings, and appurtenances shall be made by the Contractor at no additional cost to the Owner.

2.2 PIPE, TUBE, AND FITTINGS - GENERAL
A. Refer to individual Division 22 Piping Sections for pipe, tube, and fitting materials and joining methods.

B. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings.

2.3 GROUT
A. Description: ASTM C 1107, Grade B, non-shrink and nonmetallic, dry hydraulic-cement grout.

1. Characteristics: Post-hardening, volume-adjusting, non-staining, noncorrosive, nongaseous, and recommended for interior and exterior applications.

2. Design Mix: 5000-psi, 28-day compressive strength.

3. Packaging: Premixed and factory packaged.

PART 3 - EXECUTION

3.1 PLUMBING DEMOLITION (When indicated on the drawings) A. Refer to applicable Division 01 Section covering cutting and patching and applicable Division 02 Section covering selective structure demolition for general demolition requirements and procedures.

B. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality.

C. All unused waste, water and vent that is no longer in service shall be removed from ceilings, walls and floors. No dead piping will be allowed to stay. Underground piping shall also be removed. If piping cannot be removed underground it shall be capped at the main and the pipe shall be pumped and filled with a flowable fill.

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COMMON WORK RESULTS FOR PLUMBING 22 0000 - 5
D. A MOP will be required when filling abandoned sewers, old water mains or any plumbing piping that is buried in the ground.

E. Before abandoning any plumbing piping underground, the piping shall be inspected, video recorded, mapped on an as built and FMDC and FMO shall approve abandoning the piping.

F. After completion of of all work, all of the sewer systems involved with the project in their entirety, shall be thoroughly cleaned out to remove all grit, or other foreign matter. This shall include the use of a camera and recording to a flash drive or DVD and a copy of the recording included with the close out documents.

3.2 PIPING SYSTEMS - COMMON REQUIREMENTS
A. All materials and/or equipment shall be installed per manufacturer's recommendations and instructions.

B. When temporary water is required, an approved backflow device shall be used and testing reports from device shall be sent to FMO plumbing foreman for verification.

C. Install piping according to the following requirements and Division 22 Sectionsspecifying piping systems.

D. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems.

Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings.

E. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas.

F. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

G. Piping shall not project beyond walls or steel lines nor shall it hang below slabs more than is absolutely necessary. Particular attention shall be paid to the required clearances.

H. Offset piping where required to avoid interference with other work, to provide greater headroom or clearance, or to conceal pipe more readily. Offsets shall be properly drained or trapped where necessary.

I. Provide swing joints and expansion bends wherever required to allow the piping to expand without undue stress to connections or equipment.

J. Exposed piping around fixtures or in other conspicuous places shall not show tool marks at fittings.

K. Isolate pipe from the building construction to prevent transmission of vibration to the structure and to eliminate noise.

L. Install piping such that any equipment connected to piping may be removed by disconnecting two (2) flanges or unions and removing only one or two pipe sections. All equipment shall have bolted or screwed flanges or unions at pipe connections.

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M. Install fittings for changes in direction and branch connections. T-drill system for mechanically formed tee connections and couplings, and Victaulic hole cut piping system are not allowed.

N. Do not route piping through transformer vaults or above transformers, panelboards, or switchboards, including the required service space for this equipment, unless the piping is serving this equipment.

O. Install groups of pipes parallel to each other, spaced to permit applying insulation and servicing of valves.

P. Install piping above accessible ceilings to allow sufficientspace for ceiling panel removal.

Q. Install piping to permit valve servicing.

R. Install piping at indicated slopes.

S. Install piping free of sags and bends.

T. Install piping to allow application of insulation.

U. Eccentric reducing couplings shall be provided in all cases where air or water pockets would otherwise occur due to a reduction in pipe size.

V. Cap and plug all openings in pipes during construction with suitable metal plugs or cap to keep out dirt and rubbish until equipment is connected.

W. Install drains, consisting of a tee fitting, NPS 3/4 full port-ball valve, and short NPS 3/4 threaded nipple with cap, at low points in piping system mains and elsewhere as required for system drainage.

X. Select system components with pressure rating equal to or greater than system operating pressure.

Y. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Refer to Division 07 Section "Penetration Firestopping" for materials.

Z. Verify final equipment locations for roughing-in.

AA. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements.

BB. Provide proper access to materials and equipment that require inspection, repair, service, or maintenance.

CC. Minimum service access size for materials equipment/components above ceilings shall be 24" square.

3.3 PIPING JOINT CONSTRUCTION
A. Join pipe and fittings according to the following requirements and Division 22 Sections specifying piping systems.

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COMMON WORK RESULTS FOR PLUMBING 22 0000 - 7
B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.

D. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading isspecified.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged.

Do not use pipe sections that have cracked or open welds.

3.4 PIPING CONNECTIONS
A. Pipe sizes indicated shall be carried full size to equipment served. Any change of size to match equipment connection shall be made within one foot of the equipment. At temperature control valves with sizes smaller than connected lines, reduction shall be made immediately adjacent to valves.

3.5 EQUIPMENT INSTALLATION - COMMON REQUIREMENTS
A. Install equipment to allow maximum possible headroom unless specific mounting heights are not indicated.

B. Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated.

C. Install Plumbing equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations.

D. Install equipment to allow right of way for piping installed at required slope.

3.6 CONCRETE BASES
A. Concrete Bases: Anchor equipment to concrete base according to equipment manufacturer's written instructions and according to seismic codes at Project.

1. Construct concrete bases of dimensions indicated, but not less than 4 inches larger in both directions than supported unit. Install dowel rods to connect concrete base to concrete floor.

2. Unless otherwise indicated, install dowel rods on 18-inch centers around the full perimeter of the base.

3. Install epoxy-coated anchor bolts for supported equipment that extend through concrete base, and anchor into structural concrete floor.

4. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

5. Install anchor bolts to elevations required for proper attachment to supported equipment.

6. Install anchor bolts according to anchor-bolt manufacturer's written instructions.

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COMMON WORK RESULTS FOR PLUMBING 22 0000 - 8

7. Use 3000-psi, 28-day compressive-strength concrete and reinforcement as specified in Division 03 Section “Cast-in-Place Concrete”

3.7 ERECTION OF METAL SUPPORTS AND ANCHORAGES
A. Refer to Division 05 Section "Metal Fabrications" for structural steel.

B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor Plumbing materials and equipment.

C. Field Welding: Comply with AWS D1.1.

3.8 GROUTING
A. Mix and install grout for Plumbing equipment base bearing surfaces, pump and other equipment base plates, and anchors.

B. Clean surfacesthat will come into contact with grout.

C. Provide forms asrequired for placement of grout.

D. Avoid air entrapment during placement of grout.

E. Place grout, completely filling equipment bases.

F. Place grout on concrete bases and provide smooth bearing surface for equipment.

G. Place grout around anchors.

H. Cure placed grout.

END OF SECTION 22 0000

CIB 689- Clark Building Renovations
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 22 0517 - 1 SECTION 22 0517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Sleeves.

2. Stack-sleeve fittings.

3. Sleeve-sealsystems.

4. Sleeve-seal fittings.

5. Grout.

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

PART 2 - PRODUCTS

2.1 SLEEVES
A. Cast-Iron Wall Pipes: Cast or fabricated of cast or ductile iron and equivalent to ductile-iron pressure pipe, with plain ends and integral waterstop unless otherwise indicated.

B. Galvanized-Steel Wall Pipes: ASTM A 53/A 53M, Schedule 40, with plain ends and welded steel collar; zinc coated.

C. Galvanized-Steel-Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, zinc coated, with plain ends.

D. Galvanized-Steel-Sheet Sleeves: 0.0239-inch (0.6-mm) minimum thickness; round tube closed with welded longitudinal joint.

E. Molded-PE or -PP Sleeves: Removable, tapered-cup shaped, and smooth outer surface with nailing flange for attaching to wooden forms.