Richmond Hill High Renovation DOCUMENT ADDENDA No. 3

Transcription

1 DOCUMENT ADDENDA No PROJECT INFORMATION A. Project Name : Richmond Hill High School Renovations Bryan County, Georgia B. Owner: Bryan County Public Board of Education 8810 Highway 280 Black Creek GA C. Architect : James W. Buckley & Associates, Inc. 7 East Congress Street Savannah, Georgia Date of : April 12, NOTICE TO BIDDERS A. This is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract. This serves to clarify, revise, and supersede information in the Project Manual, Drawings, and previously issued Addenda. Portions of the affecting the Contract Documents will be incorporated into the Contract by enumeration of the in the Owner/Contractor Agreement. B. The Bidder shall acknowledge receipt of this in the appropriate space on the Bid Form. C. The date for receipt of bids is unchanged by this, at same time and location. 1. Bid Date: April 20, 2017 at 2pm Location: Pope Construction Attn: Bill Vickery One Cone Street Statesboro Georgia bvickery@popeconstructionco.com ADDENDA #

2 1.4 REVISIONS TO PROJECT MANUAL A BUILDING INSULATION 1. ADD; Section Building Insulation surfacing in its entirety, copy enclosed this addendum B NON-STRUCTURAL METAL FRAMING 1. ADD; Section Non-Structural Metal Framing surfacing in its entirety, copy enclosed this addendum C GYPSUM BOARD 1. ADD; Section Gypsum Board surfacing in its entirety, copy enclosed this addendum D PERFORMANCE COATINGS 1. DELETE; Section Performance Coatings in its entirety E Maintenance Repainting 1. Replace; Section Maintenance Repainting, Copy enclosed this addendum F GENERAL MECHANICAL PROVISIONS 1. ADD; Section General Mechanical Provisions surfacing in its entirety, copy enclosed this addendum G BASIC MECHANICAL MATERIALS AND METHODS 1. ADD; Section Basic Mechanical Materials and Methods surfacing in its entirety, copy enclosed this addendum H DUCT INSULATION 1. ADD; Section Duct Insulation surfacing in its entirety, copy enclosed this addendum I METAL DUCT 1. ADD; Section Metal Duct surfacing in its entirety, copy enclosed this addendum J DUCT ACCESSORIES 1. ADD; Section Duct Accessories surfacing in its entirety, copy enclosed this addendum K DIFFUSERS REGISTERS AND GRILLES 1. REPLACE; Section Diffusers Registers and Grilles, copy enclosed this addendum 1.5 REVISIONS TO DRAWINGS A. ARCHITECTURAL 1. A0.0 Cover Sheet: Delete and replace Cover Sheet, copy enclosed this addendum a. Revised Sheet Index ADDENDA #

3 2. Sheet D1.0: Delete and replace Sheet D1.0, copy enclosed this addendum a. Revised Demo Notes and diffuser locations 3. Sheet A2.0: Delete and replace Sheet A2.0, copy enclosed this addendum a. Revised floor pattern, soffits, and added finish notes. B. MECHANICAL 1. M1.0: Add Sheet M1.0 surfacing in its entirety, copy enclosed this addendum C. ELECTRICAL 1. Sheet E1.0: Delete and replace Sheet E1.0, copy enclosed this addendum a. Fixture Schedule revised 2. Sheet E2.0: Delete and replace Sheet E2.0, copy enclosed this addendum a. Change Keyed Note 1 to read: Existing ceiling mounted Projector to be removed and re-installed by owner. b. Change Keyed Note 3 to read: Existing ceiling mounted WAP to be removed and re-installed by owner. 1.6 ATTACHMENTS A. This includes the following attached Documents and Specification Sections: 1. SPECIFICATIONS a Building Insulation b Non-Structural Metal Framing c Gypsum Board d Maintenance Repainting e General Mechanical Provisions f Basic Mechanical Materials and Methods g Duct Insulation h Metal Ducts i Duct Accessories j Diffusers, Registers, and Grilles 2. DRAWINGS a. A0.0, D1.0, A2.0, M1.0, E1.0, E2.0 END OF DOCUMENT ADDENDA #

4 SECTION BUILDING INSULATION 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. Section Includes: 1. Glass-fiber blanket insulation. 2. Mineral-wool blanket insulation. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1.4 INFORMATIONAL SUBMITTALS A. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each product. 1.5 QUALITY ASSURANCE A. Surface-Burning Characteristics: As determined by testing identical products according to ASTM E 84 by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect insulation materials from physical damage and from deterioration due to moisture, soiling, and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing, and protecting during installation. BUILDING INSULATION

5 PART 2 - PRODUCTS 2.1 GLASS-FIBER BLANKET INSULATION A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. CertainTeed Corporation. 2. Guardian Building Products, Inc. 3. Johns Manville. 4. Knauf Insulation. 5. Owens Corning. B. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. C. Reinforced-Foil-Faced, Glass-Fiber Blanket Insulation: ASTM C 665, Type III (reflective faced), Class A (faced surface with a flame-spread index of 25 or less); Category 1 (membrane is a vapor barrier), faced with foil scrim, foil-scrim kraft, or foil-scrim polyethylene. D. Support Net: Nylon woven or non-woven. Designed to support insulation when faced to light gauge framing. PART 3 - EXECUTION 3.1 PREPARATION A. Clean substrates of substances that are harmful to insulation or vapor retarders, including removing projections capable of puncturing vapor retarders, or that interfere with insulation attachment. 3.2 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and applications indicated. B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time. C. Extend insulation to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. BUILDING INSULATION

6 D. Provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness. 3.3 INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. B. Glass-Fiber or Mineral-Wool Blanket Insulation: Install in cavities formed by framing members according to the following requirements: 1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a snug fit between ends. 2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. 3. Maintain 3-inch (76-mm) clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation. 4. For metal-framed wall cavities where cavity heights exceed 96 inches (2438 mm), support unfaced blankets mechanically and support faced blankets by taping flanges of insulation to flanges of metal studs. a. With faced blankets having stapling flanges, lap blanket flange over flange of adjacent blanket to maintain continuity of vapor retarder once finish material is installed over it. 5. Vapor-Retarder-Faced Blankets: Tape joints and ruptures in vapor-retarder facings, and seal each continuous area of insulation to ensure airtight installation. 6. Set support net when insulation is left exposed above ceiling. Provide at walls where insulation is exposed above ceiling and where place suspended at joist overhead. Provide at all locations where e insulation is only supported from one side C. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: 1. Loose-Fill Insulation: Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft. (40 kg/cu. m). 2. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. 3.4 INSTALLATION OF INSULATION IN CEILINGS FOR SOUND ATTENUATION A. Where glass-fiber blankets are indicated for sound attenuation above ceilings, install blanket insulation over entire ceiling area in thicknesses indicated. Extend insulation 48 inches (1219 mm) up either side of partitions. BUILDING INSULATION

7 END OF SECTION BUILDING INSULATION

8 SECTION NON-STRUCTURAL METAL FRAMING 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. Non-load-bearing steel framing systems for interior gypsum board assemblies. 2. Suspension systems for interior gypsum ceilings, soffits, and grid systems. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop drawing: Provide a drawing showing locations proposed control joints. 1.4 INFORMATIONAL SUBMITTALS A. Evaluation Reports: For dimpled steel studs and runner s firestop tracks, from ICC-ES. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS 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. 1. Fire Resistance Design Manual; sound control 2. UL rate assemblies 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. 1. Fire Resistance Design Manual; sound control NON-STRUCTURAL METAL FRAMING

9 2.2 FRAMING SYSTEMS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2. Protective Coating: ASTM A 653/A 653M, G40, hot-dip galvanized unless otherwise indicated. B. Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners. 1. Steel Studs and Runners: a. Depth: 3-5/8 inches. b. Minimum Base-Metal Thickness: inch 20 gauge. walls up to 13-6 c. Minimum Base-Metal Thickness: inch.18 gauge walls up to 14-9 d. Minimum Base-Metal Thickness: inch.16 gauge walls up to Steel Studs and Runners: a. Depth: 6 inches. b. Minimum Base-Metal Thickness: inch 20 gauge. walls up to c. Minimum Base-Metal Thickness: inch.18 gauge walls up to 22-9 C. Slip-Type Head Joints: Where indicated, provide the following: 1. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch- deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner. a. Products: Subject to compliance with requirements, provide one of the following: 1) Dietrich Metal Framing; SLP-TRK Slotted Deflection Track. 2) MBA Building Supplies;. 3) Steel Network Inc. (The); 4) Superior Metal Trim; Superior Flex Track System (SFT). 5) Telling Industries;. D. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire-resistance-rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. 1. Products: Subject to compliance with requirements, provide one of the following: a. Fire Trak Corp.; Fire Trak System attached to studs with Fire Trak Posi Klip. b. Grace Construction Products; FlameSafe FlowTrak System. c. Metal-Lite, Inc.; The System. E. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. NON-STRUCTURAL METAL FRAMING

10 1. Minimum Base-Metal Thickness: inch. F. Cold-Rolled Channel Bridging: Steel, inch minimum base-metal thickness, with minimum 1/2-inch- wide flanges. 1. Depth: 1-1/2 inches. 2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, inch- thick, galvanized steel. G. Hat-Shaped, Rigid Furring Channels: ASTM C Minimum Base-Metal Thickness: inch. 2. Depth: 7/8 inch. H. Resilient Furring Channels: 1/2-inch- deep, steel sheet members designed to reduce sound transmission. 1. Configuration: hat shaped. I. Cold-Rolled Furring Channels: inch uncoated-steel thickness, with minimum 1/2-inchwide flanges. 1. Depth: 3/4 inch. 2. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum uncoated-steel thickness of inch. 3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, inchdiameter wire, or double strand of inch- diameter wire. J. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, minimum uncoated-metal thickness of inch, and depth required to fit insulation thickness indicated. 2.3 SUSPENSION SYSTEMS A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, inch- diameter wire, or double strand of inch- diameter wire. B. Hanger Attachments to Concrete: 1. Anchors: Fabricated from corrosion-resistant materials with holes or loops for attaching wire hangers and capable of sustaining, 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 corrosion-resistant 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 imposed by construction as determined by testing according to ASTM E 1190 by an independent testing agency. C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.16 inch in diameter. NON-STRUCTURAL METAL FRAMING

11 D. Flat Hangers: Steel sheet, 1 by 3/16 inch by length indicated. E. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of inch and minimum 1/2-inch- wide flanges. 1. Depth: 2-1/2 inches. F. Furring Channels (Furring Members): 1. Cold-Rolled Channels: inch uncoated-steel thickness, with minimum 1/2-inchwide flanges, 3/4 inch deep. 2. Steel Studs and Runners: ASTM C 645. a. Minimum Base-Metal Thickness: inch. b. Depth: 1-5/8 inches. 3. Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep. a. Minimum Base-Metal Thickness: inch. b. Configuration: hat shaped. 2.4 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards. 1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. B. Isolation Strip at Exterior Walls: Provide the following: 1. 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 of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building NON-STRUCTURAL METAL FRAMING

12 structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. 1. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction. 3.3 INSTALLATION, GENERAL A. Installation Standard: ASTM C 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. Control joints pace framing members ½ apart without bridging E. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently. 3.4 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. 1. Single-Layer Application: 16 inches o.c. unless otherwise indicated. 2. Multilayer Application: 16 inches o.c. unless otherwise indicated. 3. Tile Backing Panels: 16 inches o.c. unless otherwise indicated. B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall. C. At locations where walls do not extend to deck, Extend framing a minimum of 12 above the top of ceiling assembly D. Contact architect after installing framing to locate control joints. modify framing to suit locations E. Bridging: horizontal stiffeners provide cold rolled channel with clip 1. Clip shall be 80% of stud depth two screws to stud and one to channel, one clip each stud 2. Install bridging at 4-0 o/c and F. Install studs so flanges within framing system point in same direction. G. 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. NON-STRUCTURAL METAL FRAMING

13 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. 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. Provide box Lintel made of two base track and two studs 1) Openings up to 4 feet two 3-5/8 inch studs and two base track 2) Openings up to 6-6, two 6 inch studs and two base track 3) Openings up to two 8 inch studs and two base track c. Provide built up sills 1) Openings up to 4 feet one base track 2) Openings up to 6-6 one stud and two base track 3) Openings up to two studs and two base track d. Install cripple studs at head adjacent to each jamb stud, e. 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. a. Firestop Track: Where indicated, install to maintain continuity of fire-resistancerated assembly indicated. 5. Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated. 6. Curved Partitions: H. Direct Furring: a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs. b. Begin and end each arc with a stud, and space intermediate studs equally along arcs. On straight lengths of no fewer than two studs at ends of arcs, place studs 6 inches o.c. 1. Screw to wood framing. 2. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches o.c. I. Z-Furring Members: 1. 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. 2. 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 NON-STRUCTURAL METAL FRAMING

14 channel to web of attached channel. At interior corners, space second member no more than 12 inches from corner and cut insulation to fit. J. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. 3.5 INSTALLING SUSPENSION SYSTEMS A. Install suspension system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. 1. Hangers: 48 inches o.c. 2. Carrying Channels (Main Runners): 48 inches o c. 3. Furring Channels (Furring Members): 16 inches o.c. B. Isolate suspension systems from building structure where they abut or are penetrated by building structure to prevent transfer of loading imposed by structural movement. C. Suspend hangers from building structure as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or suspension system. a. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with locations of hangers required to support standard suspension system members, install supplemental suspension members and hangers in the form of trapezes or equivalent devices. a. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced installation standards. 3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to inserts, eye screws, or other devices and fasteners that are secure and appropriate for substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail. 4. Flat Hangers: Secure to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices and fasteners that are secure and appropriate for structure and hanger, and in a manner that will not cause hangers to deteriorate or otherwise fail. 5. Do not attach hangers to steel roof deck. 6. Do not attach hangers to permanent metal forms. Furnish cast-in-place hanger inserts that extend through forms. 7. Do not attach hangers to rolled-in hanger tabs of composite steel floor deck. 8. Do not connect or suspend steel framing from ducts, pipes, or conduit. D. Fire-Resistance-Rated Assemblies: Wire tie furring channels to supports. E. Seismic Bracing: Sway-brace suspension systems with hangers used for support. NON-STRUCTURAL METAL FRAMING

15 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. END OF SECTION NON-STRUCTURAL METAL FRAMING

16 SECTION GYPSUM BOARD 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. Interior gypsum board. 2. Tile backing panels. 3. Texture finishes. 4. Sound attenuation blankets 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For the following products: 1. Trim Accessories: Full-size Sample in 12-inch- long length for each trim accessory indicated. 1.4 DELIVERY, STORAGE AND HANDLING A. Store materials inside under cover and keep them dry and protected against weather, condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack panels flat and supported on risers on a flat platform to prevent sagging. 1.5 FIELD 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 paper-faced gypsum panels until installation areas are enclosed and conditioned. C. Contact architect prior to installing gypsum board. Review locations of control joint and type of edge trim used at each location. 1. Provide control joints where gypsum board meets dismantled material. 2. Provide control joints where gypsum board is 20 or more in any one direction 3. Provide control joints in ceilings where soffits change direction from inside corner. GYPSUM BOARD

17 4. Provide additional control joints as directed by Architect on side. Coordinate requirements with light gauge framing. D. 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. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. 1. Gypsum Association Fire Resistance Design Manual; sound control 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. 1. Gypsum Association Fire Resistance Design Manual; sound control 2.2 GYPSUM BOARD, GENERAL A. Size: Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2.3 INTERIOR GYPSUM BOARD A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. CertainTeed Corp. 2. Georgia-Pacific Gypsum LLC. 3. Lafarge North America Inc. 4. National Gypsum Company. 5. Temple-Inland. 6. USG Corporation. B. Gypsum Wallboard: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch. 2. Long Edges: Tapered and featured (rounded or beveled) for prefilling. C. Gypsum Board, Type X: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch. 2. Long Edges: Tapered and featured (rounded or beveled) for prefilling. GYPSUM BOARD

18 D. Flexible Gypsum Board: ASTM C 1396/C 1396M. Manufactured to bend to fit radii and to be more flexible than standard regular-type gypsum board of same thickness. 1. Thickness: 1/4 inch. 2. Long Edges: Tapered. E. Moisture- and Mold-Resistant Gypsum Board: ASTM C 1396/C 1396M. With moisture- and mold-resistant core and paper surfaces. 1. Core: 5/8 inch, Type X. 2. Long Edges: Tapered. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D SPECIALTY GYPSUM BOARD A. Gypsum Board, Type C: ASTM C 1396/C 1396M. Manufactured to have increased fireresistive capability. 1. Products: Subject to compliance with requirements, provide one of the following: a. CertainTeed Corp.; ProRoc Type C. b. Georgia-Pacific Gypsum LLC; Fireguard C. c. Lafarge North America Inc.; Firecheck Type C. d. National Gypsum Company; Gold Bond Fire-Shield C. e. Temple-Inland; Type TG-C. f. USG Corporation; Firecode C Core. 2. Thickness: As required by fire-resistance-rated assembly indicated on Drawings. 3. Long Edges: Tapered. 2.5 TILE BACKING PANELS A. Cementitious Backer Units: ANSI A118.9 and ASTM C 1288 or 1325, with manufacturer's standard edges. 1. Products: Subject to compliance with requirements, provide one of the following: a. C-Cure; C-Cure Board 990. b. CertainTeed Corp.; FiberCement c. Custom Building Products; [ d. James Hardie Building Products, Inc.; e. National Gypsum Company, Permabase Cement Board. f. USG Corporation; DUROCK Cement Board. 2. Thickness: 5/8 inch. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D GYPSUM BOARD

19 2.6 TRIM ACCESSORIES A. Interior Trim: ASTM C 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. General: Comply with ASTM C 475/C 475M. C. Joint Tape: 1. Interior Gypsum Board: Paper. 2. Tile Backing Panels: As recommended by panel manufacturer. D. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting-type taping compound. a. Use setting-type compound for installing paper-faced metal trim accessories. 3. Fill Coat: For second coat, use drying-type, all-purpose compound. 4. Finish Coat: For third coat, use drying-type, all-purpose compound. 5. Skim Coat: For final coat of Level 5 finish, use drying-type, all-purpose compound. E. Joint Compound for Tile Backing Panels: 1. Cementitious Backer Units: As recommended by backer unit manufacturer. 2.7 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. GYPSUM BOARD

20 C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from to inch thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. 1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly. E. Acoustical Joint Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E Products: Subject to compliance with requirements, provide one of the following: a. Accumetric LLC; BOSS 824 Acoustical Sound Sealant. b. Grabber Construction Products; Acoustical Sealant GSC. c. Pecora Corporation; d. Specified Technologies, Inc.; Smoke N Sound Acoustical Sealant. e. USG Corporation; SHEETROCK Acoustical Sealant. F. Thermal Insulation: As specified in Section "Thermal Insulation." G. Vapor Retarder: As specified in Section "Thermal Insulation." PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates including welded hollow-metal frames and framing, with Installer present, 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. GYPSUM BOARD

21 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 panel s 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 (1.5 mm) 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- (6.4- to 12.7-mm-) 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, including floor joists and headers. Float gypsum panels over these members or provide control joints to counteract wood shrinkage. J. STC-Rated Assemblies: Seal construction at perimeters, behind control joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with manufacturer's written recommendations for locating edge trim and closing off sound-flanking paths around or through assemblies, including sealing partitions above acoustical ceilings. K. Install sound attenuation blankets before installing gypsum panels unless blankets are readily installed after panels have been installed on one side. GYPSUM BOARD

22 3.3 APPLYING INTERIOR GYPSUM BOARD A. Install interior gypsum board in the following locations: 1. Wallboard Type: As indicated on Drawings. 2. Type X: Where required for fire-resistance-rated assembly. 3. Flexible Type: Apply in double layer at curved assemblies. 4. Type C: Where required for specific fire-resistance-rated assembly indicated. B. Single-Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing) unless otherwise indicated or required by fire-resistance-rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of panels. b. At stairwells and other high walls, install panels horizontally unless otherwise indicated or required by fire-resistance-rated assembly. 3. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. 4. Fastening Methods: Apply gypsum panels to supports with steel drill screws. C. Multilayer Application: 1. On ceilings, apply gypsum board indicated for base layers before applying base layers on walls/partitions; apply face layers in same sequence. Apply base layers at right angles to framing members and offset face-layer joints one framing member, 16 inches minimum, from parallel base-layer joints, unless otherwise indicated or required by fire-resistancerated assembly. 2. On partitions/walls, apply gypsum board indicated for base layers and face layers vertically (parallel to framing) with joints of base layers located over stud or furring member and face-layer joints offset at least one stud or furring member with base-layer joints, unless otherwise indicated or required by fire-resistance-rated assembly. Stagger joints on opposite sides of partitions. 3. On Z-furring members, apply base layer vertically (parallel to framing) and face layer either vertically (parallel to framing) or horizontally (perpendicular to framing) with vertical joints offset at least one furring member. Locate edge joints of base layer over furring members. 4. Fastening Methods: Fasten base layers and face layers separately to supports with screws. GYPSUM BOARD

23 D. Curved Surfaces: 1. Install panels horizontally (perpendicular to supports) and unbroken, to extent possible, across curved surface plus 12-inch- long straight sections at ends of curves and tangent to them. 2. For double-layer construction, fasten base layer to studs with screws 16 inches o.c. Center gypsum board face layer over joints in base layer, and fasten to studs with screws spaced 12 inches o.c. 3.4 APPLYING TILE BACKING PANELS A. Cementitious Backer Units: ANSI A108.11, at locations indicated to receive tile. B. Where tile backing panels abut other types of panels in same plane, shim surfaces to produce a uniform plane across panel surfaces. 3.5 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 and wnere panel meets adjacent surfaces. 4. U-Bead: Use at exposed panel edges. 5. Curved-Edge Cornerbead: Use at curved openings. 3.6 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[, rounded or beveled edges,] and damaged surface areas. C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. GYPSUM BOARD

24 D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, 2. Level 2: Panels that are substrate for tile. 3. Level 3 Not used 4. Level 4: At panel surfaces that will be exposed to view.at areas that are not occupied secondary spaces, closets, storage etc a. Level 4 finish is achieved by using the gypsum construction handbook and the following requirements: 1) 1 st coat embedded 2) 2 nd coat fill 3) 3 rd coat level coat 4) 4 th finish coat b. Sanding is required between 3 rd and 4 th coat and after 4 th coat c. Each coat is a separate operations. Coats may not be combined. d. Minimum of three coats over fasteners. 5. Level 5: all areas exposed to view Unless other wise noted a. Level 5 finish is achieved by using the gypsum construction handbook and the following requirements: 1) 1 st coat embedded 2) 2 nd coat fill 3) 3 rd coat level coat 4) 4 th finish coat 5) 5 th coat skim 6) Sanding is required between 4 th and 5 th coat 7) Each coat is a separate operation and may not be combined 8) Minimum of 4 coats over fasteners 9) Skim coat is the operation of applying joint treatment compound to cover the entire surface of gypsum wall board including joints so as not paper is visible. This operation is trowel applied. Roller or spray type products will not be accepted as skim coat. Finish and sand with 220 or wet sand. Tough-up as needed where holiday of gypsum board paper shows. 6. E. Glass-Mat Gypsum Sheathing Board: Finish according to manufacturer's written instructions for use as exposed soffit board. F. Glass-Mat Faced Panels: Finish according to manufacturer's written instructions. G. Cementitious Backer Units: Finish according to manufacturer's written instructions. 3.7 PROTECTION A. Protect adjacent surfaces from drywall compound and promptly remove from floors and other non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. B. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. GYPSUM BOARD

25 C. 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. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF SECTION GYPSUM BOARD

26 SECTION MAINTENANCE REPAINTING 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 maintenance repainting as follows: 1. Removing existing paint. 2. Patching substrates. 3. Repainting 1.3 DEFINITIONS A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523. B. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. C. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. D. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. E. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. F. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. G. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D DESCRIPTION OF WORK A. Extent of painting work indicated on drawings and schedules, and herein specified. B. Work includes painting and finishing of interior and exterior exposed items and surfaces throughout Project, except as otherwise indicated. C. Surface preparation, priming and coats of paint specified are in addition to shop-priming and surface treatment specified under other sections of work. D. "Paint" used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. MAINTENANCE REPAINTING

27 E. Surfaces to be Painted: 1. All previously interior painted surfaces 2. All exterior hollow metal doors and frames 3. Exterior stairs and railings 4. Except where natural finish of material specifically noted as surface not painted, paint exposed surfaces whether or not colors designated in "schedules". 5. Where items or surfaces not specifically mentioned, paint same as similar adjacent materials or areas. 6. If color or finish not designated, Architect will select from standard colors or finishes available. 7. Following categories of work not included as part of field-applied finish work. a. Pre-Finished Items: Unless otherwise indicated, do not include painting when factory-finishing or installer-finishing specified for such items as (but not limited to) follows: 1) Acoustic materials 2) Architectural woodwork and casework. 3) Wood Doors 4) Finished mechanical and electrical equipment. 5) Light fixtures. 6) Switchgear and distribution cabinets. b. Concealed Surfaces: Unless otherwise indicated, painting not required on surfaces such as follows: 1) Walls or ceilings in concealed areas. 2) Generally inaccessible areas. 3) Foundation spaces. 4) Furred areas. c. Finished Metal Surfaces: Unless otherwise indicated, similar finished metal surfaces listed below do not require painting: 1) Anodized aluminum. 2) Stainless steel. 3) Chromium plate. d. Operating Parts: Unless otherwise indicated, moving parts of operating units, mechanical and electrical parts, such as follows, do not require painting: 1) Valve and damper operators. 2) Linkages. 3) Sensing devices. 4) Motor and fan shafts. 8. Following categories of work included under other Sections. 1) Shop Primers: Unless otherwise specified, shop priming ferrous metal items included under various Sections for structural steel, metal fabrications, hollow metal work and similar items. 2) Unless otherwise specified, shop priming of fabricated components such as architectural woodwork, wood casework and shopfabricated or factory-built mechanical and electrical equipment or accessories included under other Sections. b. Mechanical and Electrical Work: Painting of mechanical and electrical work specified in Divisions 22,23 and 26, respectively. MAINTENANCE REPAINTING

28 c. Do not paint over any code-required labels, such as Underwriters' Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates. 1.5 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. B. Coordination of Work: 1. Review other Sections in which prime paints provided to ensure compatibility of total coatings system for various substrates. 2. Upon request from other trades, furnish information/characteristics of finish materials provided for use, to ensure use of compatible prime coats. 3. Paint manufacture to have one site technical rep on site prior to start of painting to advise on surface prep and review adhesion of new top coats 1.6 SEQUENCING AND SCHEDULING A. Perform maintenance repainting in the following sequence, which includes work specified in this and other Sections: 1. Dismantle existing surface-mounted objects and hardware except items indicated to remain in place. Tag items with location identification and protect. 2. Verify that temporary protections have been installed. 3. Examine condition of surfaces to be painted. 4. Remove existing paint to the degree required for each substrate and surface condition of existing paint. 5. Apply paint system. 6. Reinstall dismantled surface-mounted objects and hardware unless otherwise indicated. 1.7 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include recommendations for product application and use. 2. Include test data substantiating that products comply with requirements. B. Product List: For each paint product indicated, include the following: 1. Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. 2. VOC content. 1.8 INFORMATIONAL SUBMITTALS A. Color Matching Certificate: For computer-matched colors. B. Preconstruction Test Reports: For cleaning materials, paint coatings and systems. MAINTENANCE REPAINTING

29 1.9 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra paint materials, from the same production run, that match products applied and that are packaged with protective covering for storage and identified with labels describing contents, including material, finish, source, and location on building. 1. Quantity: Furnish Owner with an additional 3 percent, but not less than 1 gal. or one case, as appropriate, of each material and color applied PRECONSTRUCTION TESTING A. Preconstruction Testing Service: Engage a Paint manufacture to perform preconstruction testing of cleaning materials, compatibility of paint coatings and systems for each type of painted surface. 1. Use test areas as indicated and representative of proposed materials and existing construction. 2. Propose changes to materials and methods to suit Project DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste daily FIELD CONDITIONS A. Weather Limitations: Proceed with maintenance repainting only when existing and forecasted weather conditions are within the environmental limits set by each manufacturer's written instructions and specified requirements. B. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. C. Do not apply paint in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer for surface preparation and during paint application and drying periods. D. FIRE CODE REQUIREMENTS 1. Corridor partitions, smoke partitions, fire walls, area separation partitions, horizontal exit partitions, exit enclosures, and other fire partitions and ceiling fire rated assemblies and other areas as required by Fire Marshal (state and local) having jurisdiction, shall be effectively and permanently identified with signs or stenciling in manner acceptable to such authority. MAINTENANCE REPAINTING