TBF CD ARC SPE 180210 architecture specs

TECHNICAL SPECIFICATIONS OF ARCHITECTURAL WORKS THE OCEAN RESORT RECEPTION BUILDING DA NANG, VIETNAM FOR VINACAPITAL DANANG RESORT LTD 2018 TABLE OF CONTENTS DIVISION GENERAL REQUIREMENTS SECTION 101 DEFINITIONS AND REFERENCE STANDARDS SECTION 102 SUBMITTALS DIVISION CONCRETE SECTION 03400 PRECAST CONCRETE SECTION 03200 DIVISION SECTION 042113 CONCRETE REINFORCING MASONRY BRICK MASONRY DIVISION METALS SECTION METAL RAILINGS 055200 DIVISION SECTION 06400 WOOD AND PLASTICS ARCHITECTURAL WOOD WORK DIVISION THERMAL AND MOISTURE PROTECTION SECTION 071300 PRE-APPLIED SHEET WATERPROOFING SYSTEM SECTION 071600 MODIFIED CEMENT WATERPROOFING SECTION 072100 BUILDING INSULATION SECTION 072200 SHEET WATERPROOFING MEMBRANE ROOFING SECTION 073213 CLAY ROOF TILES SECTION 079200 JOINT SEALANTS DIVISION DOOR AND WINDOW SECTION 080550 ALUMINUM WORKS SECTION 081100 STEEL DOORS AND FRAMES SECTION 081416 FLUSH WOOD DOORS SECTION 083000 FIRE-RATED STEEL DOORS AND FRAMES SECTION 083310 OVERHEAD ROLLING DOORS SECTION 088000 GLAZING DIVISION FINISHES SECTION 092300 GYPSUM PLASTERING SECTION 092400 CEMENT PLASTERING SECTION 093013 CERAMIC TILING SECTION 093033 STONE TILING SECTION 095100 CEILINGS SECTION 096800 CARPET SECTION 099113 EXTERIOR PAINTING SECTION 099123 INTERIOR PAINTING DIVISION 10 SPECIALTIES SECTION 102800 SANITARY FITTINGS SECTION 108000 TOILET COMPARTMENTS SECTION 106500 OPERABLE PARTITIONS DIVISION 12 FURNISHING SECTION STONE COUNTERTOPS 120100 DIVISION GENERAL REQUIREMENTS Technical Specification Division General Requirements SECTION 101 DEFINITIONS AND REFERENCE STANDARDS GENERAL Drawings and general provisions of the Contract, including General and Supplementary Conditions and Other Specification Sections, apply to this Section DEFINITIONS General : Basic contract definitions are included in the Conditions of the Contract “Owner”, “Employer” : The owner of this construction project who signs the contract and has the authority as indicated in the contract “Construction Manager” : The person who is authorized to act on behalf of the project owner in supervising the construction “Architect” : THE BIM FACTORY ,whose address is 3B Nguyen Ba Lan, District 2, Hochiminh City, Vietnam Tel 028-3519 0091 “Engineer” : …………………… “Contractor” : The juristic person who signs to enter into a contract with the project owner It includes his representatives and his workers “Works” : All works specified in the drawings, specifications and other documents related to the contract “Drawings” : All drawings which are used for construction including those that show modifications, corrections and additions of design with the approval of the Architect “Specifications” : All statements and all details which specify and control the quality of materials, equipment, techniques and all agreements related with the contract which appear or not appear in the contract documents “Approval” “Indicated” : Written consent : The term “indicated” refers to graphic representations, notes, or schedules on the Drawings; or to other paragraphs or schedules in the Specifications and similar requirements in the Contract Documents Terms such as “shown”, “noted”, “scheduled”, and “specified” are used to help the user locate the reference Location is not limited “Furnish” : The term “furnish” means to supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations “Install” : The term “install” describes operations at the Project site including the actual unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations Technical Specification Division General Requirements “Provide” : The term “provide” means to furnish and install, complete and ready for the intended use “Installer” : An installer is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, or similar operations Installers are required to be experienced in the operations they are engaged to perform “Testing Agencies” : A testing agency is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests “Project site” : Project site is the space available to the Contractor for performing construction activities, either exclusively or in conjunction with others performing other work as part of the Project The extent of the Project site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built STANDARDS 3.1 Applicability of Standards : Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced Such standards are made a part of the Contract Documents by reference 3.2 Conflicting Requirements : Where compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement 3.3 Copies of Standards : Each entity engaged in construction on the Project must be familiar with industry standards applicable to its construction activity Copies of applicable are not bound with the Contract Documents Where copies of standards are needed to perform a required construction activity, the Contractor shall obtain copies directly from the publication source and make them available on request 3.4 Abbreviations and Names : Trade association names and titles of general standards are frequently abbreviated The following abbreviations and acronyms, as referenced in the Contract Documents, mean the associated names Names are subject to change and are believed, but are not assured, to be accurate and up- to-date as of the date of the Contract Documents AAMA American Architectural Manufacturers Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISC American Institute of Steel Construction ANSI American National Standards Institute AS Australian Standards ASTM American Society for Testing and Materials AWS American Welding Society BS British Standard DIN Deutsche Industries Normal Technical Specification Division General Requirements EIT The Engineering Institute of Thailand FGMA Flat Glass Marketing Association JIS Japanese Industrial Standard NAAMM National Association of Architectural Metal Manufacturers NFPA National Fire Protection Association SIGMA Sealed Insulating Glass Manufacturers Association SSPC Steel Structures Painting Council TIS Thai Industrial Standards Institute UL Underwriters Laboratories Inc End Of Section Technical Specification Division General Requirements SECTION 102 SUBMITTALS GENERAL 1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Other Specification Sections, apply to this Section 1.2 This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following : Contractor’s construction schedule Daily construction reports Monthly Reports Shop Drawings As-built Drawings Product Data Samples Quality assurance submittals DEFINITIONS 2.1 Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended Preparation of Coordination Drawings is specified in Section “Coordination” and may include components previously shown in detail on Shop Drawings or Product Data 2.2 Field samples are full-size physical examples erected on-site to illustrate finishes, coatings, or finish materials Field samples are used to establish the standard by which the Work will be judged 2.3 Mockups are full-size assemblies for review of construction, coordination, testing, or operation; they are not Samples SUBMITTAL PROCEDURES Procedures for submittal for approval: as stipulated by the Construction Manager/PMU SHOP DRAWINGS 4.1 Submit newly prepared information drawn accurately to scale Highlight, encircle, or otherwise indicate deviations from the Contract Documents Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings Standard information prepared without specific reference to the Project is not a Shop Drawing 4.2 Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings Include the following information : Dimensions Identification of products and materials included by sheet detail number Compliance with specified standards Notation of coordination requirements Notation of dimensions established by field measurement Do not use Shop Drawings without an appropriate final stamp indicating action taken Technical Specification Division General Requirements PRODUCT DATA 5.1 Collect Product Data into a single submittal for each element of construction or system Product Data includes printed information, such as manufacturer’s installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves Mark each copy to show applicable choices and options Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information Include the following information : Manufacturer’s printed recommendations Compliance with trade association standards Compliance with recognized testing agency standards Application of testing agency labels and seals Notation of dimensions verified by field measurement Notation of coordination requirements Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed 5.2 Submittals : Following the procedures of submittal as stipulated by Construction Manager/PMU 5.3 Distribution : Following the procedures of submittal as stipulated by Construction Manager/PMU Do not proceed with installation until a copy of Product Data is in the Installer’s possession Do not permit use of unmarked copies of Product Data in connection with construction SAMPLES 6.1 Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swathes showing color, texture, and pattern Mount or display Samples in the manner to facilitate review of qualities indicated Prepare Samples to match the Architect’s sample Include the following : • Specification Section number and reference • Generic description of the Sample • Sample source • Product name or name of the manufacturer • Compliance with recognized standards • Availability and delivery time 6.2 Submit Samples for review of size, kind, color, pattern, and texture Submit Samples for a final check of these characteristics with other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed 2.1 Where variation in color, pattern, texture, or other characteristic is inherent in the material or Technical Specification Division General Requirements product represented, submit at least multiple units that show approximate limits of the variations 6.2.2 Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics 6.3 Distribution of Samples : Following the procedure for quality management/ quality assurance issued by the Construction Manager/ PMU 11 QUALITY ASSURANCE SUBMITTALS Following the procedure for quality management/ quality assurance issued by the Construction Manager/ PMU End Of Section THE OCEAN RESORT RECEPTION BUILDING Truong Sa Street, Hoa Hai Ward, Ngu Hanh Son District, Danang City, Vietnam ARCHITECTURAL SPECIFICATIONS Section 03 40 PRECAST CONCRETE 2018 Project: The Ocean Resort Reception Building 2018 Precast Concrete Section 03 40 G.Pocket Doors: Acousti-Seal 900 Series Pocket Door by Modernfold, Inc., with the same general construction as the adjacent panels with the following characteristics: a STC: 50 b Manual Operation: Type IV bi-fold door hinged to a jamb on one side as required c Panel Construction: Nominal 76 mm thick, by width and height required, with roll-formed steel horizontal and vertical framing elements d Panel Skin: Match adjacent panels e Hinges: Match adjacent panels f Panel Trim: No vertical trim required or allowed on vertical edges of panels; minimal groove appearance at panel joints g Jambs: Pocket door jambs, continuous channels anchored to a fixed wall Welded hinge anchor plates, supporting pocket door hinges and permitting a full 180 degree swing h Panel Weight: As standard with manufacturer for STC selected, to lbs/SF D.Sound Seals and Bottom Seals: a .Vertical Interlocking Sound Seals Between Panels: Roll-formed steel astragals, with reversible tongue and groove configuration in each panel edge for universal panel operation Rigid plastic or aluminum astragals or astragals in only one panel edge are not acceptable b .Horizontal Top Seals: Continuous contact ceramic fiber with woven ceramic fabric covering and no mechanically operated parts c .Horizontal Bottom Floor Seals: Modernfold L4 Bottom Seal Manually activated operable bottom seals with removable handle providing nominal 102 mm operating clearance with an operating range of plus 13 mm to minus 89 mm Seal operable from panel edge or face F.Special Components: a Single Pass Door: Matching pass door with same thickness and appearance as panels Trimless ADA compliant pass door with friction latch and flush pulls for panic operation and automatic door closer Threshold is not acceptable b Double Pass Door: Matching pass door same thickness and appearance as panels Trimless ADA compliant pass door with friction latch and flush pulls for panic operation and automatic door closer Threshold is not acceptable c Hardware: Self-illuminated exit signs d Work Surfaces: Dry marker surfaces, white enamel on steel, bonded to the face of the panel, with trim without exposed fasteners Trim is not acceptable on vertical edges to provide uninterrupted work surface e Finished End Caps: Finished end caps at 90 degrees G.Pocket Doors: Acousti-Seal 900 Series Pocket Door by Modernfold, Inc., with the same general construction as the adjacent panels with the following characteristics: a STC: 50 b Manual Operation: Type IV bi-fold door hinged to a jamb on one side as required c Panel Construction: Nominal 76 mm thick, by width and height required, with roll-formed steel horizontal and vertical framing elements d Panel Skin: Match adjacent panels e Hinges: Match adjacent panels f Panel Trim: No vertical trim required or allowed on vertical edges of panels; minimal groove appearance at panel joints g Jambs: Pocket door jambs, continuous channels anchored to a fixed wall Welded hinge anchor plates, supporting pocket door hinges and permitting a full 180 degree swing Project: The Ocean Resort Reception Building Operable Partitions 2018 Section 01 65 50 h Panel Weight: As standard with manufacturer for STC selected, to lbs/SF 2.6 PAIRED PANEL PARTITIONS 76 MM THICK PANELS A.Product: Acousti-Seal 932 Operable Partition by Modernfold, Inc., manually operated paired flat panels, top supported with operable floor seals B.Panel Construction and STC Rating: Nominal 76 mm thick in manufacturer's standard 1220 mm width by height required, with horizontal and vertical framing elements fabricated from 18 gage formed steel with overlapped and welded corners; reinforced top channel to support suspension system components; frame with concealed formed steel at vertical edges • Panel Skin: 12.7 mm ackable gypsum board, class A rated single material or composite layers continuously bonded to panel frame with minimum STC 50 • Hinges for Closure Panels, Pass Doors and Pocket Doors: Full leaf butt hinges, attached directly to the panel frame with welded hinge anchor plates within panel to further support hinge mounting to frame Hinges mounted into panel edge or vertical astragal are not acceptable Panel Trim: No vertical trim required or allowed on vertical edges of panels; minimal groove appearance at panel joints Panel Weight: As standard with manufacturer for STC selected, 6.5 to 8.5 lbs/SF • • C.Panel Finish and Exposed Trim: Factory applied as follows: Substrate: 6.35 mm natural cork Panel Finish: Wood veneer on MDF board D.Sound Seals and Bottom Seals: • Vertical Interlocking Sound Seals Between Panels: Roll-formed steel astragals, with reversible tongue and groove configuration in each panel edge for universal panel operation Rigid plastic or aluminum astragals or astragals in only one panel edge are not acceptable • Horizontal Top Seals: Continuous contact extruded vinyl bulb shape with pairs of non-contacting vinyl fingers to prevent distortion without the need for mechanically operated parts • Horizontal Bottom Floor Seals: Modernfold IM2 Bottom Seal Manually activated operable bottom seals with self contained handle providing nominal 51 mm operating clearance with an operating range of plus 12.7 mm to minus 38 mm, operable from either panel edge to permit multiple panel positioning and reversible operation • Horizontal Bottom Floor Seals: Modernfold IC2 Bottom Seal Manually activated operable bottom seals with removable handle providing nominal 51 mm operating clearance with an operating range of plus 12.7 mm to minus 38 mm, operable from either panel edge to permit multiple panel positioning and reversible operation E.Suspension System: • Suspension System: Modernfold No 17 Suspension System: • Track: Nominal 11 gage formed steel track, suitable for either direct mounting to wood header or supported by adjustable steel hanger brackets, supporting the load-bearing surface of the track, connected to structural support by pairs of 52 mm diameter threaded rods Project: The Ocean Resort Reception Building Operable Partitions 2018 Section 01 65 50 • • Exposed Track Soffit: Steel, integral to the track and pre-painted off-white Wood or aluminum soffits are not acceptable Carriers: One all-steel trolley with steel tired ball-bearing wheels for all panels except hinged panels Non-steel tires are not acceptable F.Special Components: a Single Pass Door: Standard hollow metal door in a steel frame, prime painted for field finishing ADA compliant pass door with friction latch, automatic door closures and flush pulls for panic operation, located in the center panel of a three-panel group Threshold is not acceptable b Single Pass Door: Same thickness and appearance as panels Trimless ADA compliant pass door with friction latch, automatic door closures and flush pulls for panic operation Threshold is not acceptable c Hardware: Self-illuminated exit signs d Work Surfaces: Tackboard, minimum 6.35 mm corkboard covered with vinyl or fabric, with trim without exposed fasteners Trim is not acceptable on vertical butt edges e Work Surfaces: Dry marker surfaces, white enamel on steel, bonded to the face of the panel, with trim without exposed fasteners Trim is not acceptable on vertical edges to provide uninterrupted work surface f Finished End Caps: Finished end caps at 90 degrees g Partition Interface: Intersecting partition interface G.Pocket Doors: Acousti-Seal 900 Series Pocket Door by Modernfold, Inc., with the same general construction as the adjacent panels with the following characteristics: • STC: 50 • Manual Operation: Type III double doors hinged to a jamb on each side and closing in the center Equip one of the door panels with a smaller hinged panel that folds back when the operable partition is extended into the pocket • Panel Construction: Nominal 76 mm thick, by width and height required, with roll-formed steel horizontal and vertical framing elements • Panel Skin: Match adjacent panels • Hinges: Match adjacent panels • Panel Trim: No vertical trim required or allowed on vertical edges of panels; minimal groove appearance at panel joints • Jambs: Pocket door jambs, continuous channels anchored to a fixed wall Welded hinge anchor plates, supporting pocket door hinges and permitting a full 180 degree swing • Panel Weight: As standard with manufacturer for STC selected, to lbs/SF 2.7 PAIRED PARTITIONS, 108 MM THICK PANELS A.Product: Acousti-Seal Encore Paired Panel Operable Partition by Modernfold, Inc., manually operated, top supported with operable floor seals and automatic top seals B.Panel Construction and STC Rating: Nominal 108 mm thick panels in manufacturer's standard 1295 mm widths All panel horizontal and vertical framing members fabricated from minimum 16 gage formed steel with overlapped and welded corners for rigidity Top channel is reinforced to support suspension system components Frame is designed so that full vertical edges of panels are of formed steel and provide concealed protection of the edges of the panel skin a Panel Skin: Roll-formed steel wrapping around panel edge, with panel skins lock-formed and welded directly to the frame for unitized construction with minimum STC: 56 b Hinges for Pass Doors, and Pocket Doors shall be: o Full leaf butt hinges, attached directly to panel frame with welded hinge anchor plates within panel to further support hinge mounting to frame Lifetime Warranty on hinges Hinges mounted into panel edge or vertical astragal are not acceptable Project: The Ocean Resort Reception Building Operable Partitions 2018 Section 01 65 50 o c SOSS Invisible laminated hinge with antifriction segments mounted between each heat treated link Hinge attached directly to panel frame Welded internal hinge bracket shall support the hinge and allow for adjustment of hinge plates Concealed hinges mounted into panel edge or vertical astragal are not acceptable Panel Trim: No vertical trim required or allowed on vertical edges of panels; minimal groove appearance at panel joints C.Panel Finish and Exposed Trim: Factory applied as follows: Panel Finish: Customer's own material (subject to factory approval) D.Sound Seals and Bottom Seals: 1.Vertical Interlocking Sound Seals between panels: Aluminum astragals, with tongue and groove configuration in each panel edge Rigid plastic astragals are not acceptable 2.Horizontal Top Seals shall be Modernfold SureSet automatic operable top seals, manually operated operable top seals not required or permitted 3.Horizontal Bottom Seals shall be Modernfold SureSet bottom seal: SM4 - Manually activated bottom seals providing nominal 102 mm operating clearance with an operating range of plus 13 mm to 89 mm Seal shall be operable from panel edge or face Extended seal exerts nominal 54 kg downward force to the floor throughout operating range E.Suspension System: Suspension System: Modernfold No 17 Suspension System: • Track: Nominal 11 gage formed steel track, suitable for either direct mounting to wood header or supported by adjustable steel hanger brackets, supporting the loadbearing surface of the track, connected to structural support by pairs of 9.52 mm diameter threaded rods • Exposed Track Soffit: Steel, integral to the track and pre-painted off-white Wood or aluminum soffits are not acceptable • Carriers: Two carriers of low-friction polymer reinforced with steel that permit panels to traverse L, T and X intersections without mechanical switching at all panels except hinged panels G.Pocket Doors: Acousti-Seal 900 Series Pocket Door by Modernfold, Inc., with the same general construction as the adjacent panels with the following characteristics: a STC: 50 b Manual Operation: Type II double door hinged to a jamb on each side and closing in the center c Manual Operation: Type III double doors hinged to a jamb on each side and closing in the center Equip one of the door panels with a smaller hinged panel that folds back when the operable partition is extended into the pocket d Panel Construction: Nominal 76 mm thick, by width and height required, with roll-formed steel horizontal and vertical framing elements e Panel Skin: Match adjacent panels f Hinges: Match adjacent panels g Panel Trim: No vertical trim required or allowed on vertical edges of panels; minimal groove appearance at panel joints Project: The Ocean Resort Reception Building Operable Partitions 2018 Section 01 65 50 10 h Jambs: Pocket door jambs, continuous channels anchored to a fixed wall Welded hinge anchor plates, supporting pocket door hinges and permitting a full 180 degree swing i Panel Weight: As standard with manufacturer for STC selected, to lbs/SF PART EXECUTION 3.1EXAMINATION A.Do not begin installation until supports and substrates have been properly prepared B.If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding 3.2 PREPARATION A.Clean surfaces thoroughly prior to installation B.Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions 3.3 INSTALLATION A.Install in accordance with manufacturer's instructions and ASTM E 557 installation procedures Test for proper operation and make necessary adjustments until satisfactory results are obtained 3.4 PROTECTION A.Protect installed products until completion of project B.Touch-up, repair or replace damaged products before Substantial Completion End Of Section Project: The Ocean Resort Reception Building Operable Partitions 2018 Section 01 65 50 11 THE OCEAN RESORT RECEPTION BUILDING Truong Sa Street, Hoa Hai Ward, Ngu Hanh Son District, Danang City, Vietnam ARCHITECTURAL SPECIFICATIONS Section 10 80 00 TOILET COMPARTMENTS 2018 Project: The Ocean Resort Reception Building 2018 Toilet Compartments Section 10 80 00 SECTION 10 80 00 TOILET COMPARTMENTS A GENERAL SUMMARY 1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Other Specification Sections, apply to this Section 1.2 Furnish and install floor anchored, overhead braced, and toilet compartments as shown on the Drawings and as specified herein, including all accessories required for complete installation SUBMITTALS 2.1 Product Data : For each type and style of toilet compartment specified Include details of construction relative to materials, fabrication, and installation Include details of anchors, hardware, and fastenings 2.2 Shop Drawings : For fabrication and installation of toilet compartment assemblies Include plans, elevations, sections, details, and attachments to other work 2.3 Samples for Initial Selection : Manufacturer’s color charts consisting of sections of actual units showing the full range of colors, textures, and patterns available for each type of compartment indicated PROJECT CONDITIONS 3.1 Field Measurements : Verify dimensions in areas of installation by field measurements before fabrication and indicate measurements on shop Drawings Coordinate fabrication schedule with construction progress to avoid delaying the Work B PRODUCTS MANUFACTURERS 1.1 Available Manufacturers : Subject to compliance with requirements, Manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: American Standard Vietnam Or local products and approved by Construction Manager MATERIALS 2.1 General : Provide materials that have been selected for surface flatness and smoothness Exposed surfaces that exhibit pitting, seam marks, roller marks, stains, discolorations, telegraphing of core material, or other imperfections on finished units are unacceptable 2.2 High pressure laminate on solid compact laminate : Pilasters 2.3 : 13 mm minimum thickness Doors and Panels : 13 mm minimum thickness Hardware, Pilaster Shoes and Caps : Polyamide plastic (nylon) to comply with manufacturer’s standard 2.4 Stirrup Brackets : Manufacturer’s standard design for attaching panels to walls and pilasters, Project: The Ocean Resort Reception Building 2018 Toilet Compartments Section 10 80 00 finished to match fittings 2.5 Overhead Bracing : Manufacturer’s standard continuous, extruded aluminum head rail finished with powder coating system, 80 micron minimum thickness 2.6 2.7 Accessories : Manufacturer’s standard design Anchorages and Fasteners : Manufacturer’s standard exposed fasteners of stainless steel finish to match hardware, with theft-resistant-type heads Provide sex-type bolts for through-bolt applications FABRICATION 3.1 General : Provide standard doors, panels, and pilasters fabricated for compartment system Provide units with cutouts and drilled holes to receive compartment-mounted hardware, accessories, and grab bars, as indicated 3.2 Overhead-Braced-and-Floor-Anchored Compartments : Provide manufacturer’s standard corrosionresistant supports, leveling mechanism, fasteners, and anchors at pilasters to suit floor conditions Make provisions for setting and securing continuous head rail at top of each pilaster Provide shoes at pilasters to conceal supports and leveling mechanism 3.3 Doors : Unless otherwise indicated, provide 610-mm wide in-swinging doors for standard toilet compartments and minimum 914-mm wide out-swinging doors clear opening for compartments indicated to be handicapped accessible 3.3.1 Hinges : Manufacturer’s standard self-closing type that can be adjusted to hold door open at any angle up to 90 degrees 3.3.2 Latch and Keeper : Manufacturer’s standard surface-mounted latch unit with combination rubber-faced door strike and keeper designed for emergency access Provide units that comply with accessibility requirements of authorities having jurisdiction at compartments indicated to be handicapped accessible 3.3.3 Coat Hook : Manufacturer’s standard combination hook and rubber-tipped bumper, sized to prevent door from hitting compartment-mounted accessories 3.3.4 Door Pull : Manufacturer’s standard unit that complies with accessibility requirements of authorities having jurisdiction at swinging doors Provide units on both sides of doors at compartments indicated to be handicapped accessible 3.3.5 Paper Holder : Manufacturer’s standard, finished to match hardware fittings C EXECUTION INSTALLATION 1.1 General : Comply with manufacturer’s written installation instructions Install units rigid, straight, plumb, and level Provide clearances of not more than 13 mm between pilasters and panels and not more than 25 mm between panels and walls Secure units in position with manufacturer’s recommended anchoring devices 1.2 Overhead-Braced-and-Floor-Anchored Compartments : Secure pilasters to floor and level, plumb, and tighten Secure continuous head rail to each pilaster with not less than fasteners Hang doors and adjust so tops of doors are parallel with overhead brace when doors are in closed position 1.3 Hardware Adjustment : Adjust and lubricate hardware according to manufacturer’s written instructions for proper operation Set hinges on in-swinging doors to hold open approximately 30 degrees from closed position when unlatched Project: The Ocean Resort Reception Building 2018 Toilet Compartments Section 10 80 00 2 PROTECTION 2.1 Provide final protection and maintain conditions that ensure toilet compartments are without damage or deterioration at the time of Substantial Completion End Of Section Project: The Ocean Resort Reception Building 2018 Toilet Compartments Section 10 80 00 THE OCEAN RESORT RECEPTION BUILDING Truong Sa Street, Hoa Hai Ward, Ngu Hanh Son District, Danang City, Vietnam ARCHITECTURAL SPECIFICATIONS Section 12 36 40 STONE COUNTERTOPS 2018 Project: The Ocean Resort Reception Building 2018 Stone Couterstops Section 12 36 40 SECTION 12 36 40 STONE COUNTERTOPS PART - GENERAL 1.1 SUMMARY A Section includes: Stone countertops [123640-101] Stone side and backsplashes 1.2REFERENCES A B 1.3 ASTM - American Society for Testing and Materials: ASTM C 119-04: Terminology Relating to Dimension Stone ASTM C 170-90 (1999): Test Method for Compressive Strength of Dimension Stone ASTM C 615-03: Specification for Granite Dimension Stone ASTM C 880-98: Test Method for Flexural Strength of Dimensional Stone BSI - British Standards Institute: BS EN 1348 - Adhesives for tiles - Determination of tensile adhesion strength for cementitious adhesives BS EN 12004 – Adhesives for Tiles – Definitions and specifications SUBMITTALS A Product Data: For each stone type stone accessory, and other manufactured products B C 1.4 Each stone type: Physical properties Shop Drawings: Include plans, sections, details, and attachments to other work Show fabrication and installation details for dimension stone cladding: Include dimensions and profiles of stone units Show locations and details of joints Show locations and details of anchors and supports Stone Samples: Sets for each stone required, exhibiting the full range of color characteristics expected; not less than 12 inches square Grout Samples: Full range of exposed color and texture Sealant Samples: For each type and color of joint sealant required D Sealant Compatibility Test Report: Submit test report from sealant manufacturer, in accordance with Division 07 Section "Joint Sealants" stating that sealants will not stain stone E Maintenance Data: Provide maintenance manuals for stone countertops Include stone-care products recommended by stone source QUALITY ASSURANCE A Fabricator Qualifications: Skilled workers who custom-fabricate stone countertops similar to work of this Project B Source Limitations for Stone: Obtain each variety of stone from a single quarry Obtain each variety of stone from a single quarry, whether specified in this Section or in another Section of the Specifications Project: The Ocean Resort Reception Building 2018 Stone Couterstops Section 12 36 40 2 a C 1.5 Make stone slabs available for Architect to examine for appearance characteristics Architect will select aesthetically acceptable slabs and will indicate aesthetically unacceptable portions of slabs Mockup: Build mockup to demonstrate aesthetic effects and set quality standards for materials and execution Build mockup of typical countertop as shown on Drawings Approved mockup may become part of the completed Work PROJECT CONDITIONS A The relative humidity in the project location ranges between 20% and 70% B Field Measurements: Verify dimensions of construction to receive stone countertops by field measurements before fabrication PART - PRODUCTS 2.1 STONE SOURCE A 2.2 2.3 Supplier: IBS Co., Ltd, Lot II-4B Le Trong Tan Street, Tay Thanh Ward, Tan Phu District, HCM city or similar approved STONE MATERIAL A Marble: ASTM C503, Granite: ASTM C615, Limestone: ASTM C568 B Cut stone from one block or contiguous, matched blocks in which natural markings occur C Match Architect's samples D Type: Approved by owner Location: Counter tops in bathroom, WC, Kitchen counter top Finish: Polished Colors : architect approval Thickness: 20 mm Supplier code : …………… STONE ACCESSORIES A General: Use only adhesives formulated for stone and recommended by manufacturer for the application shown on Drawings B Water-Cleanable Epoxy Adhesive: ANSI A118.3, with a VOC content of 65 g/L or less C Water-Cleanable Epoxy Grout: ANSI A118.3, chemical-resistant, water-cleanable, tile-setting and -grouting epoxy, with a VOC content of 65 g/L or less D Stone Adhesive: 2-part epoxy or polyester adhesive, formulated specifically for bonding stone to stone, with an initial set time of not more than hours at 30 deg C, and with a VOC content of 65 g/L or less E Color: Match stone Sealant for Countertops: Manufacturer's standard sealant of characteristics indicated below that comply with applicable requirements in Division 07 Section "Joint Sealants" and will not stain the stone it is applied to Single-component, neutral-curing silicone sealant Color: As selected by Architect Use sealants that have a VOC content of 250 g/L or less Project: The Ocean Resort Reception Building 2018 Stone Couterstops Section 12 36 40 2.4 F Stone Cleaner: Cleaner specifically formulated for stone types, finishes, and applications indicated, as recommended by stone producer Do not use cleaning compounds containing acids, caustics, harsh fillers, or abrasives 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 STONE FABRICATION, GENERAL A General: Fabricate stone per requirements, including Drawings and Shop Drawings B Select stone for intended use to prevent fabricated units from containing cracks, seams, and starts that could impair structural integrity or function C Grade and mark stone for final locations to produce assembled countertop units with an overall uniform appearance D Fabricate stone countertops in sizes and shapes required to comply with requirements indicated, including details on Drawings and Shop Drawings E 2.5 Repairs that are characteristic of the varieties specified are acceptable provided they not impair structural integrity or function and are not aesthetically unpleasing, as judged by Architect Clean sawed backs of stones to remove rust stains and iron particles Dress joints straight and at right angle to face, unless otherwise indicated Cut and drill sinkages and holes in stone for anchors, supports, and attachments Provide openings, reveals, and similar features as needed to accommodate adjacent work 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 Finish exposed faces of stone to comply with requirements indicated for finish of each type of stone required and to match approved Samples and mockups Provide matching finish on exposed edges of countertops, splashes, and cutouts Carefully inspect finished stone units at fabrication plant for compliance with requirements for appearance, material, and fabrication Replace defective units STONE COUNTERTOPS A Nominal Thickness: Gage backs to provide units of identical thickness 20 mm B Edge: Straight, slightly eased at top C Splashes: Provide 20mm thick backsplashes and side splashes unless otherwise started in drawings D Height: 200mm Top-Edge Detail: As shown on Drawings Joints: Fabricate countertops in sections for joining in field, with joints at locations shown on Drawings and as follows: E Joints: 2mm in width Cutouts and Holes: Project: The Ocean Resort Reception Building 2018 Stone Couterstops Section 12 36 40 Undercounter Fixtures: Make cutouts for undercounter fixtures in shop using template or pattern furnished by fixture manufacturer Form cutouts to smooth, even curves 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 Fittings: Drill countertops in shop for plumbing fittings, counter mounted soap dispensers, and similar items PART - EXECUTION 3.1 EXAMINATION A Examine substrates indicated to receive stone countertops and conditions under which stone countertops will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance 3.2 PREPARATION A 3.3 3.4 Proceed with installation only after unsatisfactory conditions have been corrected Clean dirty or stained stone surfaces by removing soil, stains, and foreign materials before setting Clean stone by thoroughly scrubbing with fiber brushes and then drenching with clear water Use only mild cleaning compounds that contain no caustic or harsh materials or abrasives Allow stone to dry before installing CONSTRUCTION TOLERANCES A Variation from Plumb: For vertical lines and surfaces, not exceed 1/16 inch in 48 inches B Variation from Level: Do not exceed 1mm in 80mm, 5mm maximum C Variation in Joint Width: Do not vary joint thickness more than 1/4 of nominal joint width D Variation in Plane at Joints (Lipping): Do not exceed 0.5mm difference between planes of adjacent units E Variation in Line of Edge at Joints (Lipping): Do not exceed 0.5mm difference between edges of adjacent units, where edge line continues across joint INSTALLATION OF COUNTERTOPS A Do not cut stone in field If stone countertops or splashes require additional fabrication not specified to be performed at Project site, return to fabrication shop for adjustment B Set stone to comply with requirements shown on Drawings and Shop Drawings Shim and adjust stone to location shown Install countertops with uniform joints of widths shown and with edges and faces aligned C Bond joints with stone adhesive and draw tight as countertops are set Mask areas of countertops adjacent to joints to prevent adhesive smears D Space joints with 2mm gap for filling with grout sealant Use temporary shims to ensure uniform spacing E Install backsplash and end splash by adhering to wall with water-cleanable epoxy adhesive Leave 2mm gap between countertop and splash for filling with sealant F Grout joints to comply with ANSI A108.10 G Apply sealant to joints; comply with Division 07 Section "Joint Sealants." Project: The Ocean Resort Reception Building 2018 Stone Couterstops Section 12 36 40 3.5 ADJUSTING AND CLEANING A In-Progress Cleaning: Clean countertops as work progresses Remove adhesive, grout, mortar, and sealant smears immediately B Remove and replace stone countertops of the following description: Broken, chipped, stained, or otherwise damaged stone Stone may be repaired if methods and results are approved by Architect Defective countertops Defective joints, including misaligned joints Interior stone countertops and joints not matching approved Samples and mockups Interior stone countertops not complying with other requirements indicated C Replace in a manner that results in stone countertops matching approved Samples and mockups, complying with other requirements, and showing no evidence of replacement D Following installation and after sealants are cured, clean stone countertops using clean water and soft rags E Sealer Application: Apply stone sealer to comply with stone producer's and sealer manufacturer's instructions End Of Section Project: The Ocean Resort Reception Building 2018 Stone Couterstops Section 12 36 40 ... modifications, corrections and additions of design with the approval of the Architect “Specifications” : All statements and all details which specify and control the quality of materials, equipment, techniques... entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests “Project... 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