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HomeMy WebLinkAboutRodizio Grill-2375 E. 116th-SPECS-20161101-bid permit.pdf SPECIFICATIONS FOR INTERIOR RENOVATION OF RODIZIO GRILL 2375 EAST 116TH ST CARMEL, IN 46032 BID / PERMIT ISSUE Andrew W. Schaub Registration No. AR11100147 Expires 12/31/2017 PREPARED BY ArchitectsPlus, Inc. 10816 Millington Court, Suite 100 Cincinnati, Ohio 45242 513-984-1070 Project No. 16106 November 1, 2016 © 2016, ArchitectsPlus ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN TABLE OF CONTENTS Division Section Title Pages DIVISION 02 - EXISTING CONDITIONS 024119 SELECTIVE DEMOLITION 5 DIVISION 03 - CONCRETE 033053 MISCELLANEOUS CAST-IN-PLACE CONCRETE 6 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY 3 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 079200 JOINT SEALANTS 5 DIVISION 08 - OPENINGS 081213 HOLLOW METAL FRAMES 4 081416 FLUSH WOOD DOORS 3 DIVISION 09 - FINISHES 092216 NON-STRUCTURAL METAL FRAMING 3 092900 GYPSUM BOARD 4 099123 INTERIOR PAINTING 5 DIVISION 10 - SPECIALTIES 101423 PANEL SIGNAGE 4 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 2 104413 FIRE PROTECTION CABINETS 3 DIVISION 12 - FURNISHINGS 123640 STONE COUNTERTOPS 3 END OF TABLE OF CONTENTS ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN SELECTIVE DEMOLITION 024119 - 1 SECTION 024119 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of building or structure. 2. Demolition and removal of selected site elements. 3. Salvage of existing items to be reused or recycled. 1.2 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. 1.3 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. 1.4 INFORMATIONAL SUBMITTALS A. Engineering Survey: Submit engineering survey of condition of building. B. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers. C. Schedule of selective demolition activities with starting and ending dates for each activity. D. Predemolition photographs or video. E. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician, if encountered. 1.5 CLOSEOUT SUBMITTALS A. Inventory of items that have been removed and salvaged. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN SELECTIVE DEMOLITION 024119 - 2 1.6 QUALITY ASSURANCE A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program. 1.7 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. 1. Before selective demolition, Owner will remove the following items: a. Loose furniture and furnishings. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations & throughout construction process. 1. Maintain fire-protection facilities in service during selective demolition operations. G. Arrange selective demolition schedule so as not to interfere with Owner's operations. 1.8 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN SELECTIVE DEMOLITION 024119 - 3 B. Standards: Comply with ASSE A10.6 and NFPA 241. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. C. Inventory and record the condition of items to be removed and salvaged. 3.2 PREPARATION A. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment according to 40 CFR 82 and regulations of authorities having jurisdiction. 3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Arrange to shut off utilities with utility companies. 2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed. a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Equipment to Be Removed: Disconnect and cap services and remove equipment. c. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. d. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. e. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN SELECTIVE DEMOLITION 024119 - 4 3.4 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. C. Remove temporary barricades and protections where hazards no longer exist. 3.5 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations. 4. Maintain fire watch during and for at least 2 hours after flame-cutting operations. 5. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 6. Dispose of demolished items and materials promptly. Comply with requirements in Section 017419 "Construction Waste Management and Disposal." B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area on-site. 5. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN SELECTIVE DEMOLITION 024119 - 5 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.6 CLEANING A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction. and recycle or dispose of them according to Section 017419 "Construction Waste Management and Disposal." 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. 4. Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal." B. Burning: Do not burn demolished materials. C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 024119 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN CAST-IN-PLACE CONCRETE 033000 - 1 SECTION 033000 - CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. Section includes cast-in-place concrete for exterior slabs-on-grade, including reinforcement, concrete materials, mixture design, placement procedures, and finishes. 1.2 QUALITY ASSURANCE A. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready- mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. PART 2 - PRODUCTS 2.1 CONCRETE, GENERAL A. Comply with ACI 301. B. Comply with ACI 117. 2.2 STEEL REINFORCEMENT A. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, plain, fabricated from as- drawn steel wire into flat sheets. 2.3 CONCRETE MATERIALS A. Cementitious Materials: 1. Portland Cement: ASTM C 150/C 150M, Type I or Type III. B. Normal -Weight Aggregate: ASTM C 33/C 33M, 1-1/2-inch nominal maximum aggregate size. C. Air-Entraining Admixture: ASTM C 260/C 260M. D. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN CAST-IN-PLACE CONCRETE 033000 - 2 3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F. 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II. E. Water: ASTM C 94/C 94M. 2.4 RELATED MATERIALS A. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork, 1/2 inch thick by full depth of slab. 2.5 CURING MATERIALS A. General: As per ACI 301, Section 5, Article 5.2, with selections and supplements as specified herein. B. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete. C. Absorptive Cover: AASHTO M 182, Class 3, burlap cloth or cotton mats. D. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet. E. Water: Potable. F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating (sodium silicate type not permitted) having a fugitive dye to facilitate visual check of coverage. 2.6 CONCRETE MIXTURES A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. 1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures. B. Cementitious Materials: Use fly ash. Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: 1. Fly Ash: 20 percent. C. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement. D. Admixtures: Use admixtures according to manufacturer's written instructions. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN CAST-IN-PLACE CONCRETE 033000 - 3 1. Use water-reducing and high-range water-reducing admixture in concrete, as required, for placement and workability. 2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water-reducing admixture in pumped concrete, parking structure slabs and concrete with a water-cementitious materials ratio below 0.50. 4. Use corrosion-inhibiting admixture in parking structure concrete mixtures where indicated. E. Normal-Weight Concrete: 1. Minimum Compressive Strength: 3500 psi at 28 days. 2. Air Content: 5.5 percent, plus or minus 1.5 percent at point of delivery for 1-1/2-inch nominal maximum aggregate size. 2.7 CONCRETE MIXING A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.1 FORMWORK INSTALLATION A. Design, construct, erect, brace, and maintain formwork according to ACI 301. 3.2 EMBEDDED ITEM INSTALLATION A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 3.3 STEEL REINFORCEMENT INSTALLATION A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN CAST-IN-PLACE CONCRETE 033000 - 4 3.4 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one- fourth of concrete thickness. C. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. 1. Extend joint-filler strips full width and depth of joint, terminating flush with finished concrete surface unless otherwise indicated. 3.5 CONCRETE PLACEMENT A. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. B. Do not add water to concrete during delivery, at Project site, or during placement. C. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When average high and low temperature is expected to fall below 40 deg Ffor three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. D. Hot-Weather Placement: Comply with ACI 301 and as follows: 1. Maintain concrete temperature below 90 deg Fat time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. 3.6 FINISHING UNFORMED SURFACES A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN CAST-IN-PLACE CONCRETE 033000 - 5 B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open-textured surface plane before excess moisture or bleedwater appears on surface. 1. Do not further disturb surfaces before starting finishing operations. C. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated. 1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. 3.7 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and with ACI 301 for hot- weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. D. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials: a. Water. b. Continuous water-fog spray. c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inchlap over adjacent absorptive covers. 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. a. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive floor coverings. b. Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. c. Cure concrete surfaces to receive floor coverings with either a moisture-retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN CAST-IN-PLACE CONCRETE 033000 - 6 3. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.8 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. B. Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland cement to two and one-half parts fine aggregate passing a No. 16sieve, using only enough water for handling and placing. C. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. 1. Repair finished surfaces containing defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. 2. After concrete has cured at least 14 days, correct high areas by grinding. 3. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. 4. Correct other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations. 5. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4-inchclearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. D. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours END OF SECTION 033053 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN MISCELLANEOUS ROUGH CARPENTRY 061053 - 1 SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Wood blocking and nailers. 3. Wood furring. 4. Wood sleepers. 5. Plywood backing panels. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency. 3. Provide dressed lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 15 percent for 2-inch nominal thickness or less, 19 percent for more than 2-inch nominal thickness unless otherwise indicated. 2.2 DIMENSION LUMBER FRAMING A. Framing: No. 2 grade and the following species: 1. Hem-fir (north); NLGA. 2. Douglas fir-larch; WCLIB or WWPA. 3. Mixed southern pine; SPIB. 4. Spruce-pine-fir; NLGA. 5. Douglas fir-south; WWPA. 6. Hem-fir; WCLIB or WWPA. 7. Douglas fir-larch (north); NLGA. 8. Spruce-pine-fir (south); NeLMA, WCLIB, or WWPA. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN MISCELLANEOUS ROUGH CARPENTRY 061053 - 2 2.3 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 3. Furring. 4. Grounds. B. For items of dimension lumber size, provide Construction or No. 2 grade lumber of any species. C. For concealed boards, provide lumber with 15 percent maximum moisture content and any of the following species and grades: 1. Mixed southern pine, No. 2 grade; SPIB. 2. Eastern softwoods, No. 2 Common grade; NELMA. 3. Northern species, No. 2 Common grade; NLGA. 4. Western woods, Construction or No. 2 Common grade; WCLIB or WWPA. 2.4 PLYWOOD BACKING PANELS A. Equipment Backing Panels: DOC PS 1, Exterior, AC, fire-retardant treated, in thickness indicated or, if not indicated, not less than 3/4-inch nominal thickness. 2.5 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. Where carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. B. Power-Driven Fasteners: NES NER-272. C. Screws for Fastening to Metal Framing: ASTM C 1002 ,ASTM C 954, length as recommended by screw manufacturer for material being fastened. 2.6 MISCELLANEOUS MATERIALS A. Flexible Flashing: Self-adhesive butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN MISCELLANEOUS ROUGH CARPENTRY 061053 - 3 PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit carpentry to other construction; scribe and cope as needed for accurate fit. B. Where wood-preservative-treated lumber is installed adjacent to metal decking, install continuous flexible flashing separator between wood and metal decking. C. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. D. Install plywood backing panels by fastening to studs; coordinate locations with utilities requiring backing panels. Install fire-retardant treated plywood backing panels with classification marking of testing agency exposed to view. E. Do not splice structural members between supports unless otherwise indicated. F. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. G. Securely attach carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. 3.2 PROTECTION A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. END OF SECTION 061053 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN JOINT SEALANTS 079200 - 1 SECTION 079200 - JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Nonstaining silicone joint sealants. 2. Urethane joint sealants. 3. Mildew-resistant joint sealants. 4. Latex joint sealants. 1.2 WARRANTY A. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. BASF Corporation-Construction Systems. 2. Dow Corning Corporation. 3. GE Construction Sealants; Momentive Performance Materials Inc. 4. Pecora Corporation. 5. Sherwin-Williams Company (The). 6. Tremco Incorporated. 2.2 JOINT SEALANTS, GENERAL A. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.3 NONSTAINING SILICONE JOINT SEALANTS A. Nonstaining Joint Sealants: No staining of substrates when tested according to ASTM C 1248. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN JOINT SEALANTS 079200 - 2 B. Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single-component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50, Use NT. 2.4 URETHANE JOINT SEALANTS A. Urethane, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade P, Class 25, Uses T and NT. 2.5 MILDEW-RESISTANT JOINT SEALANTS A. Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth. B. Silicone, Mildew Resistant, Acid Curing, S, NS, 25, NT: Mildew-resistant, single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT. C. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. 2.6 JOINT-SEALANT BACKING A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. B. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer. 2.7 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN JOINT SEALANTS 079200 - 3 PART 3 - EXECUTION 3.1 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove laitance and form-release agents from concrete. 2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces. 3.2 INSTALLATION OF JOINT SEALANTS A. General: Comply with ASTM C 1193 and joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. D. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 1. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated. 3.3 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN JOINT SEALANTS 079200 - 4 a. Joints in siding and trim. b. Other joints as indicated on Drawings. 2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT. B. Joint-Sealant Application: Exterior joints in horizontal traffic surfaces subject to water immersion. 1. Joint Locations: a. Joints in pedestrian plazas and walkways. b. Other joints as indicated on Drawings. 2. Joint Sealant: Urethane, immersible, S, P, 25, T, NT, I. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces. 1. Joint Locations: a. Control and expansion joints in tile flooring. b. Other joints as indicated on Drawings. 2. Joint Sealant: Urethane, S, P, 25, T, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces not subject to significant movement. 1. Joint Locations: a. Control joints on exposed interior surfaces of exterior walls. b. Perimeter joints between interior wall surfaces and frames of interior doors windows. 2. Joint Sealant: Acrylic latex. E. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Tile control and expansion joints where indicated. 2. Joint Sealant: Silicone, mildew resistant, acid curing, S, NS, 25, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. F. Joint-Sealant Application: Concealed mastics. 1. Joint Locations: a. Aluminum thresholds. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN JOINT SEALANTS 079200 - 5 b. Sill plates. 2. Joint Sealant: Butyl-rubber based. END OF SECTION 079200 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN HOLLOW METAL FRAMES 081213 - 1 SECTION 081213 - HOLLOW METAL FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section includes hollow-metal frames. 1.2 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ceco Door; ASSA ABLOY. 2. Curries Company; ASSA ABLOY. 3. LaForce, Inc. 4. Steelcraft; an Allegion brand. 2.2 INTERIOR FRAMES A. Heavy-Duty Frames: SDI A250.8, Level 2. At all interior locations unless otherwise indicated. 1. Physical Performance: Level B according to SDI A250.4. 2. Frames: a. Materials: Uncoated, steel sheet, minimum thickness of 0.053 inch. b. Construction: Knocked down. 3. Exposed Finish: Prime. 2.3 FRAME ANCHORS A. Jamb Anchors: 1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN HOLLOW METAL FRAMES 081213 - 2 2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick. 3. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors. 4. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location. B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as follows: 1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners. 2.4 MATERIALS A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B. C. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. 1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B. D. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. E. Power-Actuated Fasteners in Concrete: From corrosion-resistant materials. 2.5 FABRICATION A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. 2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. 3. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs. 4. Jamb Anchors: Provide number and spacing of anchors as follows: ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN HOLLOW METAL FRAMES 081213 - 3 a. Masonry Type: Locate anchors not more than 16 inches from top and bottom of frame. Space anchors not more than 32 inches o.c., to match coursing. b. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. c. Compression Type: Not less than two anchors in each frame. d. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space anchors not more than 26 inches o.c. 5. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers. C. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. 1. Reinforce frames to receive nontemplated, mortised, and surface-mounted hardware. 2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware. D. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with butted or mitered hairline joints. 2.6 STEEL FINISHES A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. Shop Primer: SDI A250.10. PART 3 - EXECUTION 3.1 INSTALLATION A. Hollow-Metal Frames: Install hollow-metal frames for doors, transoms, sidelites, borrowed lites, and other openings, of size and profile indicated. Comply with SDI A250.11 or NAAMM- HMMA 840 as required by standards specified. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. At fire-rated openings, install frames according to NFPA 80. b. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. c. Install frames with removable stops located on secure side of opening. d. Install door silencers in frames before grouting. e. Remove temporary braces necessary for installation only after frames have been properly set and secured. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN HOLLOW METAL FRAMES 081213 - 4 f. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. a. Floor anchors may be set with power-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. 3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames. 4. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout. 5. Concrete Walls: Solidly fill space between frames and concrete with mineral-fiber insulation. 6. In -Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 7. In -Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according to manufacturer's written instructions. 8. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor. 3.2 ADJUSTING AND CLEANING A. Final Adjustments: Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow-metal work immediately after installation. C. Prime -Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 081213 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN FLUSH WOOD DOORS 081416 - 1 SECTION 081416 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Solid-core doors with wood-veneer faces. 2. Factory finishing flush wood doors. 3. Factory fitting flush wood doors to frames and factory machining for hardware. 1.2 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body and is a certified participant in AWI's Quality Certification Program. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: 1. Algoma Hardwoods, Inc. 2. Eggers Industries. 3. Mohawk Flush Doors, Inc. 2.2 FLUSH WOOD DOORS, GENERAL A. Quality Standard: In addition to requirements specified, comply with AWI's, AWMAC's, and WI's "Architectural Woodwork Standards." 1. Provide AWI Quality Certification Labels indicating that doors comply with requirements of grades specified. B. WDMA I.S.1-A Performance Grade: 1. Heavy Duty unless otherwise indicated. C. Particleboard-Core Doors: 1. Particleboard: ANSI A208.1, Grade LD-2. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN FLUSH WOOD DOORS 081416 - 2 2. Blocking: Provide wood blocking in particleboard-core doors as needed to eliminate through-bolting hardware. 3. Provide doors with glued-wood-stave or structural-composite-lumber cores instead of particleboard cores for doors indicated to receive exit devices. D. Structural-Composite-Lumber-Core Doors: 1. Structural Composite Lumber: WDMA I.S.10. a. Screw Withdrawal, Face: 700 lbf. b. Screw Withdrawal, Edge: 400 lbf. 2.3 VENEER-FACED DOORS FOR TRANSPARENT FINISH A. Interior Solid-Core Doors: 1. Grade: Premium, with Grade A faces. 2. Species: To match wainscot. 3. Cut: Plain sliced (flat sliced). 4. Assembly of Veneer Leaves on Door Faces: Running match. 5. Pair and Set Match: Provide for doors hung in same opening or separated only by mullions. 6. Core: Either glued wood stave or structural composite lumber. 7. Construction: Five or Seven plies. Stiles and rails are bonded to core, then entire unit is abrasive planed before veneering. 2.4 FABRICATION A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated. B. Factory machine doors for hardware that is not surface applied. C. Openings: Factory cut and trim openings through doors. 2.5 FACTORY FINISHING A. Factory finish doors that are indicated to receive transparent finish. B. Transparent Finish: 1. Grade: Premium. 2. Finish: AWI's, AWMAC's, and WI's "Architectural Woodwork Standards" System 9, UV curable, acrylated epoxy, polyester, or urethane System 10, UV curable, water based or System 11, catalyzed polyurethane Insert finish designation. 3. Staining: To match wainscot. 4. Sheen: Satin. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN FLUSH WOOD DOORS 081416 - 3 PART 3 - EXECUTION 3.1 INSTALLATION A. Hardware: For installation, see Section 087100 "Door Hardware." B. Installation Instructions: Install doors to comply with manufacturer's written instructions and referenced quality standard, and as indicated. C. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire- rated doors. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting and machining. 1. Clearances: Provide 1/8 inch at heads, jambs, and between pairs of doors. Provide 1/8 inch from bottom of door to top of decorative floor finish or covering unless otherwise indicated. Where threshold is shown or scheduled, provide 1/4 inch from bottom of door to top of threshold unless otherwise indicated. D. Factory-Fitted Doors: Align in frames for uniform clearance at each edge. E. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project site. END OF SECTION 081416 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN NON-STRUCTURAL METAL FRAMING 092216 - 1 SECTION 092216 - NON-STRUCTURAL METAL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Non-load-bearing steel framing systems for interior gypsum board assemblies. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: Provide materials and construction identical to those tested according to ASTM E 119. 2.2 FRAMING SYSTEMS A. Steel Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners of equivalent minimum base-metal thickness. 1. Minimum Base-Metal Thickness: 0.027 inch. 2. Depth: As indicated on Drawings. B. Slip-Type Head Joints: Where indicated, provide one of the following in thickness not less than indicated for studs and in width to accommodate depth of studs: 1. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch-deep flanges and fastened to studs, and outer runner sized to friction fit inside runner. 2. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes due to deflection of structure above. C. Firestop Tracks: 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. D. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. 1. Minimum Base-Metal Thickness: 0.027 inch. E. Cold-Rolled Channel Bridging: Steel, 0.053-inch minimum base-metal thickness, with minimum 1/2-inch-wide flanges. 1. Depth: 1-1/2 inches. 2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN NON-STRUCTURAL METAL FRAMING 092216 - 2 F. Resilient Furring Channels: 1/2-inch-deep, steel sheet members designed to reduce sound transmission. 1. Configuration: Asymmetrical or hat shaped. 2.3 AUXILIARY MATERIALS A. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754. 1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B. Install 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. 3.2 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. B. 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. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN NON-STRUCTURAL METAL FRAMING 092216 - 3 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-resistance- rated assembly indicated. D. 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 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN GYPSUM BOARD 092900 - 1 SECTION 092900 - GYPSUM BOARD PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Interior gypsum board. 1.2 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. 1.3 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. Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged. 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. 2.2 INTERIOR GYPSUM BOARD A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. CertainTeed Corporation. 2. Georgia-Pacific Building Products. 3. National Gypsum Company. 4. United States Gypsum Company. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN GYPSUM BOARD 092900 - 2 B. Gypsum Board, Type X: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch. 2. Long Edges: Tapered. C. Gypsum Board, Type C: ASTM C 1396/C 1396M. Manufactured to have increased fire- resistive capability. 1. Thickness: As required by fire-resistance-rated assembly indicated on Drawings. 2. Long Edges: Tapered. 2.3 EXTERIOR GYPSUM BOARD A. Glass-Mat Gypsum Sheathing Board: ASTM C 1177/C 1177M, with fiberglass mat laminated to both sides and with manufacturer's standard edges. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. CertainTeed Corporation. b. Georgia-Pacific Building Products. c. National Gypsum Company. d. United States Gypsum Company. 2. Core: 5/8 inch, Type X. 2.4 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized steel sheet. B. Exterior Trim: ASTM C 1047. 1. Material: Hot-dip galvanized steel sheet, plastic, or rolled zinc. C. Aluminum Trim: ASTM B 221, Alloy 6063-T5. 2.5 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: 1. Interior Gypsum Board: Paper. 2. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN GYPSUM BOARD 092900 - 3 C. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. D. Joint Compound for Exterior Applications: 1. Glass-Mat Gypsum Sheathing Board: As recommended by sheathing board manufacturer. 2.6 AUXILIARY MATERIALS A. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. C. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing). 1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly. D. Acoustical Joint Sealant: ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings as demonstrated by testing according to ASTM E 90. E. Thermal Insulation: As specified in Section 072100 "Thermal Insulation." F. Vapor Retarder: As specified in Section 072100 "Thermal Insulation." PART 3 - EXECUTION 3.1 APPLYING AND FINISHING PANELS A. Comply with ASTM C 840. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. 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. D. Install 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. 1. Aluminum Trim: Install in locations indicated on Drawings. 2. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. E. Prefill open joints, rounded or beveled edges, and damaged surface areas. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN GYPSUM BOARD 092900 - 4 F. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. G. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. 2. Level 2: Panels that are substrate for wood paneling. 3. Level 3: Panels that are substrate for heavy-grade wall covering. 4. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated. a. Primer and its application to surfaces are specified in Section 099123 - Painting. 5. Level 5: Where indicated on Drawings. a. Primer and its application to surfaces are specified in Section 099123 - Painting. H. Wood Framing: Where fire ratings are not required, 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. I. Protect adjacent surfaces from drywall compound and texture finishes and promptly remove from floors and other non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. J. Remove and replace panels that are wet, moisture damaged, and mold damaged. END OF SECTION 092900 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PAINTING 099123 - 1 SECTION 099123 - PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Surface preparation and application of paint systems on interior substrates. 1.2 DEFINITIONS A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523. B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. G. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Benjamin Moore & Co. 2. PPG Architectural Finishes, Inc. 3. Sherwin-Williams Company (The). 2.2 PAINT, GENERAL A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists." ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PAINTING 099123 - 2 B. Material Compatibility: 1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated. C. Colors: As indicated in the Drawings. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Concrete: 12 percent. 2. Fiber-Cement Board: 12 percent. 3. Masonry (Clay and CMUs): 12 percent. 4. Wood - exterior: 15 percent. 5. Wood - interior: 10 percent. 6. Gypsum Board: 12 percent. 7. Plaster: 12 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. D. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated. B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. C. Clean and prepare surfaces to be finished according to manufacturer's written instructions for each substrate condition and as specified. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PAINTING 099123 - 3 1. Remove dust, dirt, oil, and grease by washing with a detergent solution; rinse thoroughly with clean water and allow to dry. Remove grade stamps and pencil marks by sanding lightly. Remove loose wood fibers by brushing. 2. Remove mildew by scrubbing with a commercial wash formulated for mildew removal and as recommended by stain manufacturer. 3.3 APPLICATION A. Apply paints and finishes according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual." B. Apply paints and finishes to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 3.4 INTERIOR PAINTING SCHEDULE A. Concrete Substrates, Traffic Surfaces: 1. Latex Floor Enamel System MPI INT 3.2A: a. Prime Coat: Floor paint, latex, matching topcoat. b. Intermediate Coat: Floor paint, latex, matching topcoat. c. Topcoat: Floor paint, latex, low gloss (maximum MPI Gloss Level 3), MPI #60. 1) Basis-of-Design product: Sherwin-Williams, Protective & Marine, Armorseal Tread-Plex. B. Steel Substrates: Hollow metal doors and frames. 1. High-Performance Architectural Latex System: a. Prime Coat: Shop primer complying with MPI #76 or MPI #79. b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat. c. Topcoat: Latex, interior, high performance architectural (MPI Gloss Level 3), MPI #139, for hollow metal doors and frames in corridors and other public spaces unless otherwise indicated. 1) Basis-of-Design product: Sherwin-Williams, Pro Industrial, Pre- Catalyzed Waterbased Epoxy Eg-Shel. d. Topcoat: Latex, interior, high performance architectural, semi-gloss (MPI Gloss Level 5), MPI #141, for hollow metal doors and frames in Kitchen, storage and utility spaces unless otherwise indicated. 1) Basis-of-Design product: Sherwin-Williams, Pro Industrial, Pre- Catalyzed Waterbased Epoxy Semi-Gloss. C. Wood Substrates: Wood trim, Architectural woodwork, Doors, Windows. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PAINTING 099123 - 4 1. High-Performance Architectural Latex System MPI INT 6.3A: a. Prime Coat: Primer, latex, for interior wood, MPI #39. 1) Basis-of-Design product: Sherwin-Williams, PrepRite ProBlock, Primer Sealer. b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat. c. Topcoat: Latex, interior, high performance architectural, semi-gloss (MPI Gloss Level 5), MPI #141. 1) Basis-of-Design product: Sherwin-Williams, Pro Industrial, Pre- Catalyzed Waterbased Epoxy Semi-Gloss. D. Gypsum Board Substrates: 1. Latex over Latex Sealer System MPI INT 9.2A, for horizontal surfaces of ceilings and soffits unless otherwise indicated: a. Prime Coat: Primer sealer, latex, interior, MPI #50. 1) Basis-of-Design product: Sherwin-Williams, ProMar 200 Interior Latex Primer. b. Intermediate Coat: Latex, interior, matching topcoat. c. Topcoat: Latex, interior, flat (MPI Gloss Level 1), MPI #53. 1) Basis-of-Design product: Sherwin-Williams, Harmony Interior Acrylic Latex Flat. 2. High-Performance Architectural Latex System MPI INT 9.2B, for wall surfaces unless otherwise indicated: a. Prime Coat: Primer sealer, latex, interior, MPI #50. 1) Basis-of-Design product: Sherwin-Williams, ProMar 200 Interior Latex Primer. b. Intermediate Coat: Latex, interior, high performance architectural, matching topcoat. c. Topcoat: Latex, interior, high performance architectural (MPI Gloss Level 3), MPI #139. 1) Basis-of-Design product: Sherwin-Williams, Pro Industrial, Pre- Catalyzed Waterbased Epoxy Eg-Shel. 3. Epoxy-modified Latex over Latex Sealer System MPI INT 9.2F, for Kitchen area walls, ceilings and soffits unless otherwise indicated: a. Prime Coat: Primer sealer, latex, interior, MPI #50. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PAINTING 099123 - 5 1) Basis-of-Design product: Sherwin-Williams, ProMar 200 Interior Latex Primer. b. Intermediate Coat: Epoxy-modified Latex, interior, matching topcoat. c. Topcoat: Epoxy-modified Latex, interior, gloss (MPI Gloss Level 6), MPI #115. 1) Basis-of-Design product: Sherwin-Williams, Pro Industrial, Waterbased Catalyzed Epoxy. END OF SECTION 099123 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PANEL SIGNAGE 101423 - 1 SECTION 101423 - PANEL SIGNAGE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Room-identification signs. 1.2 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Accessibility Standard: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities and ICC A117.1 for signs. 2.2 SIGNS A. Room-Identification Sign: Sign with smooth, uniform surfaces; with message and characters having uniform faces, sharp corners, and precisely formed lines and profiles; and as follows: 1. Basis-of-Design Product: Brand standard or as selected by Owner. 2. Laminated-Sheet Sign: Brand standard or as selected by Owner. 3. Sign-Panel Perimeter: Brand standard or as selected by Owner. 4. Mounting: Brand standard or as selected by Owner. 2.3 ACCESSORIES A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signage, noncorrosive and compatible with each material joined, and complying with the following: 1. Use concealed fasteners and anchors unless indicated to be exposed. 2. For exterior exposure, furnish nonferrous-metal stainless-steel or hot-dip galvanized devices unless otherwise indicated. 3. Exposed Metal-Fastener Components, General: ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PANEL SIGNAGE 101423 - 2 a. Fabricated from same basic metal and finish of fastened metal unless otherwise indicated. 4. Sign Mounting Fasteners: a. Concealed Studs: Concealed (blind), threaded studs welded or brazed to back of sign material or screwed into back of sign assembly, unless otherwise indicated. b. Projecting Studs: Threaded studs with sleeve spacer, welded or brazed to back of sign material or screwed into back of sign assembly, unless otherwise indicated. c. Through Fasteners: Exposed metal fasteners matching sign finish, with type of head indicated, installed in predrilled holes. B. Two-Face Tape: Manufacturer's standard high-bond, foam-core tape, 0.045 inch thick, with adhesive on both sides. C. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. 2.4 FABRICATION A. General: Provide manufacturer's standard sign assemblies according to requirements indicated. 1. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention. 2. Provide welds and brazes behind finished surfaces without distorting or discoloring exposed side. Clean exposed welded and brazed connections of flux, and dress exposed and contact surfaces. 3. Conceal connections if possible; otherwise, locate connections where they are inconspicuous. 4. Internally brace signs for stability and for securing fasteners. 5. Provide rebates, lugs, and brackets necessary to assemble components and to attach to existing work. Drill and tap for required fasteners. Use concealed fasteners where possible; use exposed fasteners that match sign finish. B. Surface-Engraved Graphics: Machine engrave characters and other graphic devices into panel surface indicated to produce precisely formed copy, incised to uniform depth. 1. Engraved Metal: Fill engraved graphics with manufacturer's standard baked enamel. 2. Engraved Opaque Acrylic Sheet: Fill engraved graphics with manufacturer's standard enamel. 3. Face-Engraved Clear Acrylic Sheet: Fill engraved copy with manufacturer's standard enamel. Apply manufacturer's standard opaque background color coating to back face of acrylic sheet. 4. Engraved Plastic Laminate: Engrave through exposed face ply of plastic-laminate sheet to expose contrasting core ply. C. Subsurface-Applied Graphics: Apply graphics to back face of clear face-sheet material to produce precisely formed image. Image shall be free of rough edges. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PANEL SIGNAGE 101423 - 3 D. Subsurface-Engraved Graphics: Reverse engrave back face of clear face-sheet material. Fill resulting copy with manufacturer's standard enamel. Apply opaque manufacturer's standard background color coating over enamel-filled copy. E. Shop- and Subsurface-Applied Vinyl: Align vinyl film in final position and apply to surface. Firmly press film from the middle outward to obtain good bond without blisters or fishmouths. F. Brackets: Fabricate brackets, fittings, and hardware for bracket-mounted signs to suit sign construction and mounting conditions indicated. Modify manufacturer's standard brackets as required. 1. Aluminum Brackets: Factory finish brackets with baked-enamel or powder-coat finish to match Architect's sample color unless otherwise indicated. 2. Stainless-Steel Brackets: Factory finish brackets to match Architect's sample finish unless otherwise indicated. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions. 1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance. 2. Install signs so they do not protrude or obstruct according to the accessibility standard. 3. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation. 4. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint. B. Mounting Methods: 1. Concealed Studs: Using a template, drill holes in substrate aligning with studs on back of sign. Remove loose debris from hole and substrate surface. a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced adhesive. Place sign in position and push until flush to surface, embedding studs in holes. Temporarily support sign in position until adhesive fully sets. b. Thin or Hollow Surfaces: Place sign in position and flush to surface, install washers and nuts on studs projecting through opposite side of surface, and tighten. 2. Projecting Studs: Using a template, drill holes in substrate aligning with studs on back of sign. Remove loose debris from hole and substrate surface. a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced adhesive. Place spacers on studs, place sign in position, and push until ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN PANEL SIGNAGE 101423 - 4 spacers are pinched between sign and substrate, embedding the stud ends in holes. Temporarily support sign in position until adhesive fully sets. b. Thin or Hollow Surfaces: Place spacers on studs, place sign in position with spacers pinched between sign and substrate, and install washers and nuts on stud ends projecting through opposite side of surface, and tighten. 3. Through Fasteners: Drill holes in substrate using predrilled holes in sign as template. Countersink holes in sign if required. Place sign in position and flush to surface. Install through fasteners and tighten. 4. Brackets: Remove loose debris from substrate surface and install backbar or bracket supports in position so that signage is correctly located and aligned. 5. Adhesive: Clean bond-breaking materials from substrate surface and remove loose debris. Apply linear beads or spots of adhesive symmetrically to back of sign and of suitable quantity to support weight of sign after cure without slippage. Keep adhesive away from edges to prevent adhesive extrusion as sign is applied and to prevent visibility of cured adhesive at sign edges. Place sign in position, and push to engage adhesive. Temporarily support sign in position until adhesive fully sets. 6. Two-Face Tape: Clean bond-breaking materials from substrate surface and remove loose debris. Apply tape strips symmetrically to back of sign and of suitable quantity to support weight of sign without slippage. Keep strips away from edges to prevent visibility at sign edges. Place sign in position, and push to engage tape adhesive. C. Remove temporary protective coverings and strippable films as signs are installed. END OF SECTION 101423 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN TOILET ACCESSORIES 102800 - 1 SECTION 102800 – TOILET ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Public-use washroom accessories. 2. Underlavatory guards. 1.2 WARRANTY A. Manufacturer's Special Warranty for Mirrors: Manufacturer agrees to repair or replace mirrors that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 15 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 WASHROOM AND BATHROOM ACCESSORIES A. Grab Bars: 1. Basis-of-Design Products: Bobrick, B-5806 Series. 2. Mounting: Flanges with concealed fasteners. 3. Material and Finish: Stainless Steel, 0.05 inch thick, satin. 4. Outside Diameter: 1-1/4 inches. 5. Configuration: As indicated on Drawings. 6. Length: As indicated on Drawings. B. Automatic Liquid Soap Dispensers: 1. Basis-of-Design Products: Bobrick, B-2013. 2. Description: Automatic dispenser with infrared sensor to detect presence of hands; battery powered; designed for dispensing soap in lather form. 3. Mounting: Wall surface mounted. 4. Materials: Stainless Steel, type 304, 18-gauge, welded. 5. Low Battery Indicator: LED indicator. C. Automatic Roll Paper Towel Dispensers: 1. Basis-of-Design Products: Bobrick, B-72974. 2. Description: Automatic dispenser with infrared sensor to detect presence of hands; battery powered; designed for dispensing paper towels in roll form. 3. Mounting: Wall surface mounted. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN TOILET ACCESSORIES 102800 - 2 4. Minimum Capacity: 8-inch wide, up to 8-inch diameter rolls 5. Materials: High impact resin. 6. Low Battery Indicator: LED indicator. D. Waste Receptacles: 1. Basis-of-Design Products: Bobrick, B-2280. 2. Description: Floor standing waste receptacle with open top. 3. Capacity: 21 gallon. 4. Materials: Stainless steel, 22 gauge, satin finish, with vinyl wall bumper and rubber feet. 2.2 UNDERLAVATORY GUARDS A. Underlavatory Guard: 1. Description: Insulating pipe covering for supply and drain piping assemblies that prevents direct contact with and burns from piping; allow service access without removing coverings. 2. Material and Finish: Antimicrobial, molded plastic, white. 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. Provide in-wall blocking as required for the proper mounting and support of all accessories including those provided by Owner or vendor. B. Grab Bars: Install to withstand a downward load of at least 250 lbf, when tested according to ASTM F 446. END OF SECTION 102800 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN FIRE PROTECTION SPECIALTIES 104400 - 1 SECTION 104400 - FIRE PROTECTION SPECIALTIES PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Fire-protection cabinets for portable fire extinguishers. 2. Portable, hand-carried fire extinguishers. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Rated Fire-Protection Cabinets: Listed and labeled to comply with requirements in ASTM E 814 for fire-resistance rating of walls where they are installed. B. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Portable Fire Extinguishers." C. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction. 2.2 FIRE-PROTECTION CABINET A. Cabinet Type: Suitable for fire extinguisher. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. American Specialties, Inc. b. JL Industries, Inc.; a division of the Activar Construction Products Group. c. Larsens Manufacturing Company. d. Potter Roemer LLC. B. Cabinet Construction: Nonrated. C. Cabinet Material: Cold-rolled steel sheet. D. Semirecessed Cabinet: One-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). 1. Square-Edge Trim: 1 1/2 -inch backbend depth. E. Cabinet Trim Material: Same material and finish as door. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN FIRE PROTECTION SPECIALTIES 104400 - 2 F. Door Material: Aluminum sheet. G. Door Style: Solid opaque panel with frame. H. Door Hardware: Manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated. 1. Door Handle: Recessed. I. Accessories: 1. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated. a. Identify fire extinguisher in fire-protection cabinet with the words "FIRE EXTINGUISHER." 1) Location: Applied to cabinet door. 2) Application Process: Silk-screened. 3) Lettering Color: Red. 4) Orientation: Vertical. J. Materials: 1. Cold-Rolled Steel: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. a. Finish: Baked enamel or powder coat. b. Color: White. 2. Aluminum: ASTM B 221, with strength and durability characteristics of not less than Alloy 6063-T5 for aluminum sheet. ASTM B 221 for extruded shapes. a. Finish: Color anodic. b. Color: Dark bronze. 2.3 PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS A. Fire Extinguishers: Type, size, and capacity for each fire-protection cabinet and mounting bracket indicated. 1. Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B. B. Multipurpose Dry-Chemical: UL-rated 10 pound nominal capacity, with monoammonium phosphate-based dry chemical in manufacturer's standard enameled container. C. Wet-Chemical Type: UL-rated 2-A:1-B:C:K, 2.5-gal. nominal capacity, with potassium acetate-based chemical in stainless-steel container; with pressure-indicating gage. 1. Mounting Brackets: Manufacturer's standard steel, designed to secure fire extinguisher to wall or structure, of sizes required for types and capacities of fire extinguishers indicated, with plated or black baked-enamel finish. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN FIRE PROTECTION SPECIALTIES 104400 - 3 2.4 FABRICATION A. Fire-Protection Cabinets: Provide manufacturer's standard box (tub) with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated. PART 3 - EXECUTION 3.1 INSTALLATION A. Prepare recesses for semirecessed fire-protection cabinets as required by type and size of cabinet and trim style. B. Install fire-protection cabinets in locations and at mounting heights indicated. C. Fire-Protection Cabinets: Fasten cabinets to structure, square and plumb. D. Adjust fire-protection cabinet doors to operate easily without binding. Verify that integral locking devices operate properly. E. Examine fire extinguishers for proper charging and tagging. 1. Remove and replace damaged, defective, or undercharged fire extinguishers. F. Install fire extinguishers and mounting brackets in locations indicated and in compliance with requirements of authorities having jurisdiction. 1. Mounting Brackets: 54 inches above finished floor to top of fire extinguisher. G. Mounting Brackets: Fasten mounting brackets to surfaces, square and plumb, at locations indicated. END OF SECTION 104413 ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN STONE COUNTERTOPS 123640 - 1 SECTION 123640 - STONE COUNTERTOPS PART 1 - GENERAL 1.1 SUMMARY A. Section includes stone countertops. 1.2 QUALITY ASSURANCE A. Installer Qualifications: Fabricator of stone countertops. 1.3 FIELD CONDITIONS A. Field Measurements: Verify dimensions of construction to receive stone countertops by field measurements before fabrication. PART 2 - PRODUCTS 2.1 GRANITE A. Material Standard: Comply with ASTM C 615/C 615M. B. Varieties and Sources: As indicated on the Drawings or as selected by the Owner C. Finish: As indicated. 2.2 ADHESIVES, GROUT, SEALANTS, AND STONE ACCESSORIES A. General: Use only adhesives formulated for stone and ceramic tile and that are recommended by their manufacturer for the application indicated. B. Water-Cleanable Epoxy Adhesive: ANSI A118.3. C. Water-Cleanable Epoxy Grout: ANSI A118.3, chemical-resistant, water-cleanable, tile-setting and -grouting epoxy. D. Sealant for Countertops: Manufacturer's standard sealant that complies with applicable requirements in Section 079200 "Joint Sealants" and that will not stain the stone it is applied to. 1. Mildew-Resistant Joint Sealant: Mildew resistant, single component, nonsag, neutral curing, silicone. 2. Color: As selected by Architect from manufacturer's full range. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN STONE COUNTERTOPS 123640 - 2 E. Particleboard Subtops: ANSI A208.1, Grade M-2-Exterior Glue. F. Plywood Subtops: Exterior softwood plywood complying with DOC PS 1, Grade C-C Plugged, touch sanded. G. Stone Sealer: Colorless, stain-resistant sealer that does not affect color or physical properties of stone surfaces, as recommended by stone producer for application indicated. 2.3 STONE FABRICATION, GENERAL A. Select stone for intended use to prevent fabricated units from containing cracks, seams, and starts that may impair structural integrity, function, or appearance. B. Fabricate stone countertops in sizes and shapes required to comply with requirements indicated. 1. Dress joints straight and at right angle to face unless otherwise indicated. 2. Fabricate molded edges with machines having abrasive shaping wheels made to reverse contour of edge profile to produce uniform shape throughout entire length of edge and with precisely formed arris slightly eased to prevent snipping, and matched at joints between units. Form corners of molded edges as indicated with outside corners slightly eased unless otherwise indicated. 3. Finish exposed faces of stone to comply with requirements indicated for finish of each stone type required and to match approved Samples and mockups. Provide matching finish on exposed edges of countertops, splashes, and cutouts. 2.4 STONE COUNTERTOPS A. General: Comply with recommendations in MIA's "Dimension Stone - Design Manual VII." B. Nominal Thickness: Provide thickness indicated, but not less than 3/4 inch when installed over subtop and 1-1/4 inches for exposed edges, cantilerered slabs and within 6 inches min. horizontally of cutouts greater than 4 inches horizontally in any direction. Gage backs to provide units of identical thickness. C. Splashes: Provide 3/4-inch-thick backsplashes and end splashes unless otherwise indicated. D. Joints: Fabricate countertops in sections for joining in field. E. Cutouts and Holes: 1. Undercounter Fixtures: Make cutouts for undercounter fixtures in shop using template or pattern furnished by fixture manufacturer. Form cutouts to smooth, even curves. 2. Counter-Mounted Fixtures: Prepare countertops in shop for field cutting openings for counter-mounted fixtures. Mark tops for cutouts and drill holes at corners of cutout locations. Make corner holes of largest radius practical. 3. Fittings: Drill countertops in shop for plumbing fittings, undercounter soap dispensers, and similar items. ArchitectsPlus, Inc. RODIZIO GRILL 11/01/2016 Project No. 16106 Carmel, IN STONE COUNTERTOPS 123640 - 3 PART 3 - EXECUTION 3.1 INSTALLATION OF COUNTERTOPS A. Install countertops over subtops with full spread of water-cleanable epoxy adhesive. B. Install countertops by adhering to supports with water-cleanable epoxy adhesive. C. Set stone to comply with requirements indicated. Shim and adjust stone to locations indicated, with uniform joints of widths indicated and with edges and faces aligned according to established relationships. D. Space joints with 1/16-inch gap for filling with grout. Use temporary shims to ensure uniform spacing. 1. Clamp units to temporary bracing, supports, or each other to ensure that countertops are properly aligned and joints are of specified width. E. Complete cutouts not finished in shop. Mask areas of countertops adjacent to cutouts to prevent damage while cutting. Use power saws with diamond blades to cut stone. Make cutouts to accurately fit items to be installed, and at right angles to finished surfaces unless beveling is required for clearance. Ease edges slightly to prevent snipping. F. Install backsplashes and end splashes by adhering to wall with water-cleanable epoxy adhesive. Leave 1/16-inch gap between countertop and splashes for filling with sealant. Use temporary shims to ensure uniform spacing. G. Grout joints to comply with ANSI A108.10. Remove temporary shims before grouting. Tool grout uniformly and smoothly with plastic tool. H. Apply sealant to joints and gaps specified for filling with sealant; comply with Section 079200 "Joint Sealants." Remove temporary shims before applying sealant. 3.2 ADJUSTING AND CLEANING A. In-Progress Cleaning: Clean countertops as work progresses. Remove adhesive, grout, mortar, and sealant smears immediately. B. Clean stone countertops no fewer than six days after completion of sealant installation, using clean water and soft rags. Do not use wire brushes, acid-type cleaning agents, cleaning compounds with caustic or harsh fillers, or other materials or methods that may damage stone. C. Sealer Application: Apply stone sealer to comply with stone producer's and sealer manufacturer's written instructions. END OF SECTION 123640