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B16-0254_2017 09 15 CCD -06 for 2.160036.0 - TWG-DT Vail_1505852685.pdf
WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 CCD 006, Page 1 CCD -06 Date: 15 SEPT 2017 BASKERVILL PROJECT NO 2.160036.0 Owner Widewaters Architect BASKERVILL 101 S 15th St, Ste 200 Richmond, VA 23219 Contractor This CCD amends Drawings and/or Specifications for the above titled project, as indicated below, and is hereby incorporated into the Construction Documents as part thereof. Specifications: 09.15.17 The changes included in the revised specification sections in this CCD are due to further development and coordination of the Drawings and Specifications and in response to OAC Meetings and Owner requests. The following specification sections, issued and dated 09.15.17, are hereby revised and issued in CCD -06. Change to Specifications: Section Dated Rev. date Description 03 54 13 09.15.17 added: GYPSUM CEMENT UNDERLAYMENT New Section 07 41 13.16 09.15.17 added: STANDING-SEAM METAL ROOF PANELS New Section 07 42 93 09.15.17 added: SOFFIT PANELS New Section 08 51 13 09.15.17 added: ALUMINUM WINDOWS New Section End of CCD -06 WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 TABLE OF CONTENTS Copyright 2016 © Baskervill Page 1 of 6 SPECIFICATIONS - TABLE OF CONTENTS ATHR BLDG | PERMIT CCD6 7|29 8|25 DIVISION 00 - PROCUREMENT 00 01 70 SEALS PAGE 00 31 26 EXISTING HAZARDOUS MATERIAL INFORMATION 00 41 10 SCHEDULE OF VALUES DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 SUMMARY 01 25 00 SUBSTITUTION PROCEDURES 01 26 00 CONTRACT MODIFICATION PROCEDURES 01 29 00 PAYMENT PROCEDURES 01 31 00 PROJECT MANAGEMENT AND COORDINATION 01 33 00 SUBMITTAL PROCEDURES 01 35 13.21 SPECIAL PROCEDURES FOR HOSPITALITY PROJECTS 01 35 16 ALTERATION PROJECT PROCEDURES 01 40 00 QUALITY REQUIREMENTS 01 42 00 REFERENCES 01 50 00 TEMPORARY FACILITIES AND CONTROLS 01 60 00 PRODUCT REQUIREMENTS 01 73 00 EXECUTION 01 77 00 CLOSEOUT PROCEDURES 01 78 23 OPERATION AND MAINTENANCE DATA 01 78 39 PROJECT RECORD DOCUMENTS DIVISION 02 - EXISTING CONDITIONS 02 41 19 SELECTIVE STRUCTURE DEMOLITION DIVISION 03 - CONCRETE 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE 03 54 13 GYPSUM CEMENT UNDERLAYMENT DIVISION 04 - MASONRY DIVISION 05 - METALS 05 40 00 COLD-FORMED METAL FRAMING 05 50 00 METAL FABRICATIONS 05 52 13 PIPE AND TUBE RAILINGS 05 70 00 DECORATIVE METAL DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 53 MISCELLANEOUS ROUGH CARPENTRY 06 10 63 EXTERIOR ROUGH CARPENTRY 06 20 23 INTERIOR FINISH CARPENTRY – Guest Rooms 06 40 23 INTERIOR ARCHITECTURAL WOODWORK – Public Space 06 41 13 WOOD-VENEER-FACED ARCHITECTURAL CABINETS WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 TABLE OF CONTENTS Copyright 2016 © Baskervill Page 2 of 6 06 41 16 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS 06 43 00 WOOD STAIRS AND RAILINGS 06 61 13 CULTURED MARBLE FABRICATIONS 06 64 00 PLASTIC PANELING – FRP Back of House DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 21 00 THERMAL INSULATION 07 24 19 WATER-DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 07 41 13.16 STANDING-SEAM METAL ROOF PANELS 07 42 93 SOFFIT PANELS 07 84 43 JOINT FIRESTOPPING 07 92 00 JOINT SEALANTS DIVISION 08 - OPENINGS 08 11 13 HOLLOW METAL DOORS AND FRAMES 08 12 16 ALUMINUM FRAMES 08 14 16 FLUSH WOOD DOORS 08 31 13 ACCESS DOORS AND FRAMES 08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08 42 29.23 SLIDING AUTOMATIC ENTRANCES 08 51 13 ALUMINUM WINDOWS 08 71 11 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 08 80 00 GLAZING 08 83 00 MIRRORS DIVISION 09 - FINISHES 09 29 00 GYPSUM BOARD – includes Textured Finishes 09 30 13 CERAMIC TILING 09 30 33 STONE TILING 09 51 16 WOOD ACOUSTICAL PANEL CEILINGS 09 51 23 ACOUSTICAL TILE CEILINGS – back of house 09 65 13 RESILIENT BASE AND ACCESSORIES 09 65 19 RESILIENT TILE FLOORING 09 65 66 RESILIENT ATHLETIC FLOORING 09 68 13 TILE CARPETING 09 68 16 SHEET CARPETING 09 72 00 WALL COVERINGS 09 91 13 EXTERIOR PAINTING 09 91 23 INTERIOR PAINTING DIVISION 10 - SPECIALTIES 10 14 19 DIMENSIONAL LETTER SIGNAGE 10 14 23 PANEL SIGNAGE 10 21 13.19 PLASTIC TOILET COMPARTMENTS 10 22 39.13 FOLDING GLASS-PANEL PARTITIONS – Ray Door WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 TABLE OF CONTENTS Copyright 2016 © Baskervill Page 3 of 6 10 26 00 WALL AND DOOR PROTECTION 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES 10 28 19.21 TUB AND SHOWER DOOR 10 31 00 MANUFACTURED FIREPLACES 10 44 16 FIRE EXTINGUISHERS 10 51 13 METAL LOCKERS 10 56 13 METAL STORAGE SHELVING DIVISION 11 - EQUIPMENT 11 23 13 LAUNDRY EQUIPMENT 11 25 13 REGISTRATION EQUIPMENT 11 31 00 RESIDENTIAL APPLIANCES 11 40 00 FOODSERVICE EQUIPMENT DIVISION 12 - FURNISHINGS 12 22 00 CURTAINS AND DRAPES 12 24 13 ROLLER WINDOW SHADES 12 36 16 METAL COUNTERTOPS 12 36 19 WOOD COUNTERTOPS 12 36 23.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS 12 36 40 STONE COUNTERTOPS 12 36 61.19 QUARTZ AGGLOMERATE COUNTERTOPS 12 48 13 ENTRANCE FLOOR MATS AND FRAMES 12 54 13.13 HOSPITALITY FURNITURE INSTALLATION DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING EQUIPMENT 14 21 23.16 MRL ELECTRIC TRACTION PASSENGER ELEVATORS – CAB RENOVATION ONLY DIVISION 21 - FIRE SUPPRESSION 21 13 13 WET-PIPE SPRINKLER SYSTEMS DIVISION 22 - PLUMBING 22 07 00 PLUMBING INSULATION DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING 23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 23 05 19 METERS AND GAGES FOR HVAC PIPING 23 05 23.12 BALL VALVES FOR HVAC PIPING 23 05 23.14 CHECK VALVES FOR HVAC PIPING 23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 23 05 48 VIBRATION AND SEISMIC CONTROL FOR HVAC PIPING AND EQUIPMENT WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 TABLE OF CONTENTS Copyright 2016 © Baskervill Page 4 of 6 23 05 53 IDENTIFICATION FOR HVAC PIPING & EQUIPMENT 23 05 93 TESTING, ADJUSTING, & BALANCING FOR HVAC 23 07 13 DUCT INSULATION 23 07 19 HVAC PIPING INSULATION 23 09 23 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC 23 09 93.11 SEQUENCE OF OPERATIONS FOR HVAC DDC 23 21 13 HYDRONIC PIPING 23 21 16 HYDRONIC PIPING SPECIALTIES 23 21 23 HYDRONIC PUMPS 23 23 00 REFRIGERANT PIPING 23 31 13 METAL DUCTS 23 33 00 AIR DUCT ACCESSORIES 23 33 46 FLEXIBLE DUCTS 23 34 23 HVAC POWER VENTILATORS 23 36 00 AIR TERMINAL UNITS 23 37 13.13 AIR DIFFUSERS 23 37 13.23 AIR REGISTERS AND GRILLES 23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS 23 82 39.19 WALL AND CEILING UNIT HEATERS DIVISION 26 - ELECTRICAL 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 GROUNDING & BONDING FOR ELECTRICAL SYSTEMS 26 05 29 HANGERS & SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 33 RACEWAY & BOXES FOR ELECTRICAL SYSTEMS 26 05 48.16 SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 09 23 LIGHTING CONTROL DEVICES 26 24 16 PANELBOARDS 26 27 26 WIRING DEVICES 26 28 13 FUSES 26 28 16 ENCLOSED SWITCHES & CIRCUIT BREAKERS 26 51 16 FLUORESCENT INTERIOR LIGHTING 26 51 19 LED INTERIOR LIGHTING 26 56 19 LED EXTERIOR LIGHTING DIVISION 27 - COMMUNICATIONS NOT USED DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 28 31 11 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM DIVISION 31 - EARTHWORK 31 31 16 TERMITE CONTROL DIVISION 32 - EXTERIOR IMPROVEMENTS WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 TABLE OF CONTENTS Copyright 2016 © Baskervill Page 5 of 6 321216.13 ASPHALT - EMULSIFIED ASPHALT SLURRY SEAL 32 13 13 CONCRETE PAVING 32 17 23 PAVEMENT MARKINGS DIVISION 33 - UTILITIES NOT USED END OF SECTION TABLE OF CONTENTS WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 TABLE OF CONTENTS Copyright 2016 © Baskervill Page 6 of 6 WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 GYPSUM CEMENT UNDERLAYMENT; SECTION 035413 Copyright 2017 © Baskervill Page 1 of 4 SECTION 035413 - GYPSUM CEMENT UNDERLAYMENT – NEW SECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes self-leveling, gypsum cement underlayment for application below interior floor coverings. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include plans indicating substrates, locations, and average depths of underlayment based on survey of substrate conditions. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Installer who is approved by manufacturer for application of underlayment products required for this Project. 1.6 FIELD CONDITIONS A. Environmental Limitations: Comply with manufacturer's written instructions for substrate temperature, ventilation, ambient temperature and humidity, and other conditions affecting underlayment performance. 1. Place gypsum cement underlayments only when ambient temperature and temperature of substrates are between 50 and 80 deg F (10 and 27 deg C). WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 GYPSUM CEMENT UNDERLAYMENT; SECTION 035413 Copyright 2017 © Baskervill Page 2 of 4 PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Resistance Ratings: Comply with ASTM E 119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency. B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. C. IIC-Rated Assemblies: For IIC-rated assemblies, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 492 and classified according to ASTM E 989 by an independent testing agency. 2.2 GYPSUM CEMENT UNDERLAYMENTS A. Gypsum Cement Underlayment: Self-leveling, gypsum cement product that can be applied in minimum uniform thickness of [1/8 inch (3 mm)] <Insert thickness> to match adjacent floor elevations. 1.Manufacturers: Subject to compliance with requirements, provide products by one of the following: a.ARDEX Americas. b.Euclid Chemical Company (The); an RPM company. c.MAPEI Corporation. 2. Cement Binder: Gypsum or blended gypsum cement as defined by ASTM C 219. 3. Compressive Strength: Not less than 2500 psi (17.2 MPa) at 28 days when tested according to ASTM C 472. 4. Underlayment Additive: Resilient-emulsion product of underlayment manufacturer, formulated for use with underlayment when applied to substrate and conditions indicated. B. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm); or coarse sand as recommended by underlayment manufacturer. 1. Provide aggregate when recommended in writing by underlayment manufacturer for underlayment thickness required. C. Water: Potable and at a temperature of not more than 70 deg F (21 deg C). D. Reinforcement: For underlayment applied to wood substrates, provide galvanized metal lath or other corrosion-resistant reinforcement recommended in writing by underlayment manufacturer. E. Primer: Product of underlayment manufacturer recommended in writing for substrate, conditions, and application indicated. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 GYPSUM CEMENT UNDERLAYMENT; SECTION 035413 Copyright 2017 © Baskervill Page 3 of 4 F. Corrosion-Resistant Coating: Recommended in writing by underlayment manufacturer for metal substrates. G. Surface Sealer: Designed to reduce porosity as recommended by manufacturer for type of floor covering to be applied to underlayment. 2.3 ACCESSORIES A. Sound Mat: 1.Manufacturers: Subject to compliance with requirements, provide products by one of the following: a.Keene Building Products. b.Maxxon Corporation. c.USG Corporation. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for conditions affecting performance of the Work. B. Proceed with application only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. General: Prepare and clean substrate according to manufacturer's written instructions. 1. Treat nonmoving substrate cracks according to manufacturer's written instructions to prevent cracks from telegraphing (reflecting) through underlayment. 2. Fill substrate voids to prevent underlayment from leaking. B. Concrete Substrates: Mechanically remove, according to manufacturer's written instructions, laitance, glaze, efflorescence, curing compounds, form-release agents, dust, dirt, grease, oil, and other contaminants that might impair underlayment bond. 1. Moisture Testing: Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates do not exceed a maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. (1.36 kg of water/100 sq. m) in 24 hours. C. Wood Substrates: Mechanically fasten loose boards and panels to eliminate substrate movement and squeaks. Sand to remove coatings that might impair underlayment bond and remove sanding dust. 1. Install underlayment reinforcement recommended in writing by manufacturer. D. Metal Substrates: Mechanically remove, according to manufacturer's written instructions, rust, foreign matter, and other contaminants that might impair underlayment bond. Apply corrosion- WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 GYPSUM CEMENT UNDERLAYMENT; SECTION 035413 Copyright 2017 © Baskervill Page 4 of 4 resistant coating compatible with underlayment if recommended in writing by underlayment manufacturer. E. Nonporous Substrates: For ceramic tile, quarry tile, and terrazzo substrates, remove waxes, sealants, and other contaminants that might impair underlayment bond; prepare surfaces according to manufacturer's written instructions. F. Adhesion Tests: After substrate preparation, test substrate for adhesion with underlayment according to manufacturer's written instructions. G. Sound Control Mat: Install sound control materials according to manufacturer's written instructions. 1. Do not install mechanical fasteners that penetrate through the sound control materials. 3.3 APPLICATION A. General: Mix and apply underlayment components according to manufacturer's written instructions. 1. Close areas to traffic during underlayment application and for time period after application recommended in writing by manufacturer. 2. Coordinate application of components to provide optimum adhesion to substrate and between coats. 3. At substrate expansion, isolation, and other moving joints, allow joint of same width to continue through underlayment. B. Apply primer over prepared substrate at manufacturer's recommended spreading rate. C. Apply underlayment to produce uniform, level surface. 1. Apply a final layer without aggregate to product surface. 2. Feather edges to match adjacent floor elevations. D. Cure underlayment according to manufacturer's written instructions. Prevent contamination during application and curing processes. E. Do not install floor coverings over underlayment until after time period recommended in writing by underlayment manufacturer. F. Apply surface sealer at rate recommended by manufacturer. G. Remove and replace underlayment areas that evidence lack of bond with substrate, including areas that emit a "hollow" sound when tapped. 3.4 PROTECTION A. Protect underlayment from concentrated and rolling loads for remainder of construction period. END OF SECTION 035413 WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 1 of 10 SECTION 074113.16 - STANDING-SEAM METAL ROOF PANELS - NEW SECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Standing-seam metal roof panels for screen wall 2. Standing-seam metal roof panel performance system roof for areas enclosing conditioned space. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Meet with Owner, Architect, Owner's insurer if applicable, metal panel Installer, metal panel manufacturer's representative, structural-support Installer, and installers whose work interfaces with or affects metal panels, including installers of roof accessories and roof-mounted equipment. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of panel and accessory. B. Shop Drawings: 1. Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details. 2. Accessories: Include details of the flashing, trim, and anchorage systems, at a scale of not less than 1-1/2 inches per 12 inches (1:10). 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Test Reports: For each product, for tests performed by a qualified testing agency. C. Field quality-control reports. D. Sample Warranties: For special warranties. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 2 of 10 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: For metal panels to include in maintenance manuals. 1.7 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. B. UL-Certified, Portable Roll-Forming Equipment: UL-certified, portable roll-forming equipment capable of producing metal panels warranted by manufacturer to be the same as factory-formed products. Maintain UL certification of portable roll-forming equipment for duration of work. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver components, metal panels, and other manufactured items so as not to be damaged or deformed. Package metal panels for protection during transportation and handling. B. Unload, store, and erect metal panels in a manner to prevent bending, warping, twisting, and surface damage. C. Stack metal panels horizontally on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal panels to ensure dryness, with positive slope for drainage of water. Do not store metal panels in contact with other materials that might cause staining, denting, or other surface damage. D. Retain strippable protective covering on metal panels during installation. 1.9 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of metal panels to be performed according to manufacturers' written instructions and warranty requirements. 1.10 COORDINATION A. Coordinate sizes and locations of roof curbs, equipment supports, and roof penetrations with actual equipment provided. B. Coordinate metal panel installation with rain drainage work, flashing, trim, construction of soffits, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. 1.11 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including rupturing, cracking, or puncturing. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 3 of 10 b. Deterioration of metals and other materials beyond normal weathering. 2. Warranty Period: Two years from date of Substantial Completion. B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory- applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 10 years from date of Substantial Completion. C. Special Weathertightness Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace standing-seam metal roof panel assemblies that fail to remain weathertight, including leaks, within specified warranty period. 1. Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592: 1. Wind Loads: As indicated on Drawings. 2. Other Design Loads: As indicated on Drawings. 3. Deflection Limits: For wind loads, no greater than 1/180 of the span. B. Air Infiltration: Air leakage of not more than 0.06 cfm/sq. ft. (0.3 L/s per sq. m) when tested according to ASTM E 1680 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. (300 Pa). C. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 1646 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. (300 Pa). D. Hydrostatic-Head Resistance: No water penetration when tested according to ASTM E 2140. E. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind- uplift-resistance class indicated. 1. Uplift Rating: UL 60. F. FM Global Listing: Provide metal roof panels and component materials that comply with requirements in FM Global 4471 as part of a panel roofing system and that are listed in FM Global's "Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FM Global markings. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 4 of 10 1. Fire/Windstorm Classification: Class 1A-60. 2. Hail Resistance: MH. G. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. 2.2 STANDING-SEAM METAL ROOF PANELS A. General: Provide factory-formed metal roof panels designed to be installed by lapping and interconnecting raised side edges of adjacent panels with joint type indicated and mechanically attaching panels to supports using concealed clips in side laps. Include clips, cleats, pressure plates, and accessories required for weathertight installation. 1. Steel Panel Systems: Unless more stringent requirements are indicated, comply with ASTM E 1514. B. Vertical-Rib, Snap-Joint, Standing-Seam Metal Roof Panels: Formed with vertical ribs at panel edges and a flat pan between ribs; designed for sequential installation by mechanically attaching panels to supports using concealed clips located under one side of panels, engaging opposite edge of adjacent panels, and snapping panels together. 1. Manufacturers: a. Berridge Manufacturing Company b. MBCI; a division of NCI Group, Inc. c. Metal Sales Manufacturing Corporation. d. Morin - A Kingspan Group Company. e. Petersen Aluminum Corporation. 2. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A 653/A 653M, G90 (Z275) coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A 792/A 792M, Class AZ50 (Class AZM150) coating designation; structural quality. Prepainted by the coil-coating process to comply with ASTM A 755/A 755M. a. Nominal Thickness: 0.028 inch (0.71 mm). b. Exterior Finish: Two-coat fluoropolymer. c. Color: As selected by Architect from manufacturer's full range. 3. Clips: One-piece fixed to accommodate thermal movement. a. Material: 0.028-inch- (0.71-mm-) nominal thickness, zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet. 4. Panel Coverage: 16 inches (406 mm). 5. Panel Height: 1.5 inches (38 mm). 2.3 UNDERLAYMENT MATERIALS A. Self-Adhering, High-Temperature Underlayment: Provide self-adhering, cold-applied, sheet underlayment, a minimum of 30 mils (0.76 mm) thick, consisting of slip-resistant, polyethylene- WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 5 of 10 film top surface laminated to a layer of butyl or SBS-modified asphalt adhesive, with release- paper backing. Provide primer when recommended by underlayment manufacturer. 1. Only required where roof is over enclosed space. 2. Thermal Stability: Stable after testing at 240 deg F (116 deg C); ASTM D 1970. 3. Low-Temperature Flexibility: Passes after testing at minus 20 deg F (29 deg C); ASTM D 1970. 4. Manufacturers: a. Carlisle Residential; a division of Carlisle Construction Materials b. GCP Applied Technologies Inc. (formerly Grace Construction Products) c. Henry Company B. Felt Underlayment: ASTM D 226/D 22M, Type II (No. 30), asphalt-saturated organic felts. C. Slip Sheet: Manufacturer's recommended slip sheet, of type required for application. 2.4 MISCELLANEOUS MATERIALS A. Miscellaneous Metal Subframing and Furring: ASTM C 645; cold-formed, metallic-coated steel sheet, ASTM A 653/A 653M, G90 (Z275 hot-dip galvanized) coating designation or ASTM A 792/A 792M, Class AZ50 (Class AZM150) coating designation unless otherwise indicated. Provide manufacturer's standard sections as required for support and alignment of metal panel system. B. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated. 1. Closures: Provide closures at eaves and ridges, fabricated of same metal as metal panels. 2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. 3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- (25-mm-) thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. C. Flashing and Trim: Provide flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges, fasciae, and fillers. Finish flashing and trim with same finish system as adjacent metal panels. D. Gutters: Formed from same material as roof panels, complete with end pieces, outlet tubes, and other special pieces as required. Fabricate in minimum 96-inch- (2400-mm-) long sections, of size and metal thickness according to SMACNA's "Architectural Sheet Metal Manual." Furnish gutter supports spaced a maximum of 36 inches (914 mm) o.c., fabricated from same metal as gutters. Provide wire ball strainers of compatible metal at outlets. Finish gutters to match metal roof panels. E. Downspouts: Formed from same material as roof panels. Fabricate in 10-foot- (3-m-) long sections, complete with formed elbows and offsets, of size and metal thickness according to SMACNA's "Architectural Sheet Metal Manual." Finish downspouts to match gutters. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 6 of 10 F. Roof Curbs: Fabricated from same material as roof panels, 0.048-inch (1.2-mm) nominal thickness; with bottom of skirt profiled to match roof panel profiles and with welded top box and integral full-length cricket. Fabricate curb subframing of 0.060-inch- (1.52-mm-) nominal thickness, angle-, C-, or Z-shaped steel sheet. Fabricate curb and subframing to withstand indicated loads of size and height indicated. Finish roof curbs to match metal roof panels. 1. Insulate roof curb with 1-inch- (25-mm-) thick, rigid insulation. G. Panel Fasteners: Self-tapping screws designed to withstand design loads. H. Panel Sealants: Provide sealant type recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish. 1. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch (13 mm) wide and 1/8 inch (3 mm) thick. 2. Joint Sealant: ASTM C 920; elastomeric polyurethane or silicone sealant; of type, grade, class, and use classifications required to seal joints in metal panels and remain weathertight; and as recommended in writing by metal panel manufacturer. 3. Butyl-Rubber-Based, Solvent-Release Sealant: ASTM C 1311. 2.5 FABRICATION A. General: Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements. B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details shown. C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. D. Fabricate metal panel joints with factory-installed captive gaskets or separator strips that provide a weathertight seal and prevent metal-to-metal contact, and that minimize noise from movements. E. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated. 1. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. 2. Seams for Aluminum: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength. 3. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessories with flat- lock seams. Tin edges to be seamed, form seams, and solder. 4. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate sealant and to comply with SMACNA standards. 5. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 7 of 10 6. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal recommended in writing by metal panel manufacturer. a. Size: As recommended by SMACNA's "Architectural Sheet Metal Manual" or metal panel manufacturer for application, but not less than thickness of metal being secured. 2.6 FINISHES A. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in same piece are unacceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. C. Steel Panels and Accessories: 1. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal panel supports, and other conditions affecting performance of the Work. 1. Examine primary and secondary roof framing to verify that rafters, purlins, angles, channels, and other structural panel support members and anchorages have been installed within alignment tolerances required by metal roof panel manufacturer. 2. Examine solid roof sheathing to verify that sheathing joints are supported by framing or blocking and that installation is within flatness tolerances required by metal roof panel manufacturer. a. Verify that air- or water-resistive barriers have been installed over sheathing or backing substrate to prevent air infiltration or water penetration. B. Examine roughing-in for components and systems penetrating metal panels to verify actual locations of penetrations relative to seam locations of metal panels before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 8 of 10 3.2 PREPARATION A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C 754 and metal panel manufacturer's written recommendations. 3.3 UNDERLAYMENT INSTALLATION A. Self-Adhering Sheet Underlayment: Apply primer if required by manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation. Apply at locations indicated on Drawings and only required where roof is over enclosed space, wrinkle free, in shingle fashion to shed water, and with end laps of not less than 6 inches (152 mm) staggered 24 inches (610 mm) between courses. Overlap side edges not less than 3-1/2 inches (90 mm). Extend underlayment into gutter trough. Roll laps with roller. Cover underlayment within 14 days. B. Flashings: Install flashings to cover underlayment to comply with requirements specified in Section 076200 "Sheet Metal Flashing and Trim." 3.4 METAL PANEL INSTALLATION A. General: Install metal panels according to manufacturer's written instructions in orientation, sizes, and locations indicated. Install panels perpendicular to supports unless otherwise indicated. Anchor metal panels and other components of the Work securely in place, with provisions for thermal and structural movement. 1. Shim or otherwise plumb substrates receiving metal panels. 2. Flash and seal metal panels at perimeter of all openings. Fasten with self-tapping screws. Do not begin installation until air- or water-resistive barriers and flashings that will be concealed by metal panels are installed. 3. Install screw fasteners in predrilled holes. 4. Locate and space fastenings in uniform vertical and horizontal alignment. 5. Install flashing and trim as metal panel work proceeds. 6. Locate panel splices over, but not attached to, structural supports. Stagger panel splices and end laps to avoid a four-panel lap splice condition. 7. Align bottoms of metal panels and fasten with blind rivets, bolts, or self-tapping screws. Fasten flashings and trim around openings and similar elements with self-tapping screws. 8. Provide weathertight escutcheons for pipe- and conduit-penetrating panels. B. Fasteners: 1. Steel Panels: Use stainless-steel fasteners for surfaces exposed to the exterior; use galvanized-steel fasteners for surfaces exposed to the interior. 2. Aluminum Panels: Use aluminum or stainless-steel fasteners for surfaces exposed to the exterior; use aluminum or galvanized-steel fasteners for surfaces exposed to the interior. C. Anchor Clips: Anchor metal roof panels and other components of the Work securely in place, using manufacturer's approved fasteners according to manufacturers' written instructions. D. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action as recommended in writing by metal panel manufacturer. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 9 of 10 E. Standing-Seam Metal Roof Panel Installation: Fasten metal roof panels to supports with concealed clips at each standing-seam joint at location, spacing, and with fasteners recommended in writing by manufacturer. 1. Install clips to supports with self-tapping fasteners. 2. Install pressure plates at locations indicated in manufacturer's written installation instructions. 3. Snap Joint: Nest standing seams and fasten together by interlocking and completely engaging factory-applied sealant. 4. Seamed Joint: Crimp standing seams with manufacturer-approved, motorized seamer tool so clip, metal roof panel, and factory-applied sealant are completely engaged. 5. Watertight Installation: a. Apply a continuous ribbon of sealant or tape to seal joints of metal panels, using sealant or tape as recommend in writing by manufacturer as needed to make panels watertight. b. Provide sealant or tape between panels and protruding equipment, vents, and accessories. c. At panel splices, nest panels with minimum 6-inch (152-mm) end lap, sealed with sealant and fastened together by interlocking clamping plates. F. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components. 1. Install components required for a complete metal panel system including trim, copings, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. Provide types indicated by metal roof panel manufacturers; or, if not indicated, types recommended by metal roof panel manufacturer. G. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. 1. Install exposed flashing and trim that is without buckling and tool marks, and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and achieve waterproof and weather-resistant performance. 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently weather resistant and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). H. Gutters: Join sections with riveted and soldered or lapped and sealed joints. Attach gutters to eave with gutter hangers spaced not more than 36 inches (914 mm) o.c. using manufacturer's standard fasteners. Provide end closures and seal watertight with sealant. Provide for thermal expansion. I. Downspouts: Join sections with telescoping joints. Provide fasteners designed to hold downspouts securely 1 inch (25 mm) away from walls; locate fasteners at top and bottom and at approximately 60 inches (1524 mm) o.c. in between. 1. Provide elbows at base of downspouts to direct water away from building. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 STANDING-SEAM METAL ROOF PANELS; SECTION 074113.16 Copyright 2017 © Baskervill PAGE 10 of 10 2. Connect downspouts to underground drainage system indicated. J. Roof Curbs: Install flashing around bases where they meet metal roof panels. K. Pipe Flashing: Form flashing around pipe penetration and metal roof panels. Fasten and seal to metal roof panels as recommended by manufacturer. 3.5 ERECTION TOLERANCES A. Installation Tolerances: Shim and align metal panel units within installed tolerance of 1/4 inch in 20 feet (6 mm in 6 m) on slope and location lines as indicated and within 1/8-inch (3-mm) offset of adjoining faces and of alignment of matching profiles. 3.6 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect metal roof panel installation, including accessories. Report results in writing. B. Remove and replace applications of metal roof panels where tests and inspections indicate that they do not comply with specified requirements. C. Additional tests and inspections, at Contractor's expense, are performed to determine compliance of replaced or additional work with specified requirements. D. Prepare test and inspection reports. 3.7 CLEANING AND PROTECTION A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed, unless otherwise indicated in manufacturer's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction. B. Replace metal panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 074113.16 WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 1 of 8 SECTION 074293 - SOFFIT PANELS - NEW SECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes metal soffit panels and trim. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of panel and accessory. B. Shop Drawings: 1. Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details. 2. Accessories: Include details of flashing, trim, and anchorage systems, at a scale of not less than 1-1/2 inches per 12 inches (1:10). 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Test Reports: For each product, tests performed by a qualified testing agency. C. Sample Warranties: For special warranties. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For metal panels to include in maintenance manuals. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 2 of 8 B. UL-Certified, Portable Roll-Forming Equipment: UL-certified, portable roll-forming equipment capable of producing metal panels warranted by manufacturer to be the same as factory-formed products. Maintain UL certification of portable roll-forming equipment for duration of work. C. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for fabrication and installation. 1. Build mockup of typical roof eave including fascia, and soffit; approximately four panels wide by full eave width, including attachments and accessories. 2. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 3. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver components, metal panels, and other manufactured items so as not to be damaged or deformed. Package metal panels for protection during transportation and handling. B. Unload, store, and erect metal panels in a manner to prevent bending, warping, twisting, and surface damage. C. Stack metal panels horizontally on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal panels to ensure dryness, with positive slope for drainage of water. Do not store metal panels in contact with other materials that might cause staining, denting, or other surface damage. D. Retain strippable protective covering on metal panels during installation. 1.8 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of metal panels to be performed according to manufacturers' written instructions and warranty requirements. 1.9 COORDINATION A. Coordinate metal panel installation with rain drainage work, flashing, trim, construction of walls, and other adjoining work to provide a leakproof, secure, and noncorrosive installation. 1.10 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including rupturing, cracking, or puncturing. b. Deterioration of metals and other materials beyond normal weathering. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 3 of 8 2. Warranty Period: Two years from date of Substantial Completion. B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory- applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. c. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592: 1. Wind Loads: As indicated on Drawings. 2. Other Design Loads: As indicated on Drawings. 3. Deflection Limits: For wind loads, no greater than 1/180 of the span. B. Air Infiltration: Air leakage of not more than 0.06 cfm/sq. ft. (0.3 L/s per sq. m) when tested according to ASTM E 283 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. (300 Pa). C. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 331 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 lbf/sq. ft. (300 Pa). D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change (Range): [120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces] <Insert temperature range>. 2.2 METAL SOFFIT PANELS A. General: Provide metal soffit panels designed to be installed by lapping and interconnecting side edges of adjacent panels and mechanically attaching through panel to supports using concealed fasteners in side laps. Include accessories required for weathertight installation. B. V-Groove-Profile Metal Soffit Panels: Solid panels formed with vertical panel edges and a flat pan between panel edges; with a V-groove joint between panels. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 4 of 8 1. Basis of Design: Subject to compliance provide Flush Interlocking Wall Panel Soffit by PAC-Clad; or equal by one of the following a. Fabral. b. Petersen Aluminum Corporation. 2. Material: Same material, finish, and color as metal wall panels. 3. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A 653/A 653M, G90 (Z275) coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A 792/A 792M, Class AZ50 (Class AZM150) coating designation; structural quality. Prepainted by the coil-coating process to comply with ASTM A 755/A 755M. a. Nominal Thickness: 0.034 inch (0.86 mm. b. Exterior Finish: Two-coat fluoropolymer. c. Color: As selected by Architect from manufacturer's full range. 4. Panel Coverage: 12 inches (305 mm). 5. Panel Height: 0.50 inch (13 mm). 6. Finish: As indicated on Drawings; as selected from Manufacturers standard colors. 7. Sealant: Factory applied within interlocking joint. 2.3 FASCIA A. Metal Copings and Roof-Edge Fascia: Manufactured coping system consisting of metal coping cap in section lengths not exceeding 12 feet (3.6 m), concealed anchorage; with corner units, end cap units, and concealed splice plates with finish matching coping caps. 1. Basis of Design: Subject to compliance provide PAC SS Rake Panel & Fascia by PAC- Clad; or equal by one of the following a. Metal-Era, Inc. b. Petersen Aluminum Corporation. 1. Formed Aluminum Sheet Coping Caps: Aluminum sheet, 0.050 inch (1.27 mm) thick, thickness as required to meet performance requirements. a. Surface: Smooth, flat finish. b. Finish: Two-coat metallic fluoropolymer. 2.4 MISCELLANEOUS MATERIALS A. Miscellaneous Metal Subframing and Furring: ASTM C 645, cold-formed, metallic-coated steel sheet, ASTM A 653/A 653M, G90 (Z275 hot-dip galvanized) coating designation or ASTM A 792/A 792M, Class AZ50 (Class AZM150) aluminum-zinc-alloy coating designation unless otherwise indicated. Provide manufacturer's standard sections as required for support and alignment of metal panel system. B. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated. 1. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- (25-mm-) thick, flexible closure WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 5 of 8 strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. C. Flashing and Trim: Provide flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance. Finish flashing and trim with same finish system as adjacent metal panels. D. Panel Fasteners: Self-tapping screws designed to withstand design loads. Provide exposed fasteners with heads matching color of metal panels by means of plastic caps or factory-applied coating. Provide EPDM or PVC sealing washers for exposed fasteners. E. Panel Sealants: Provide sealant types recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish. 1. Joint Sealant: ASTM C 920; elastomeric polyurethane or silicone sealant; of type, grade, class, and use classifications required to seal joints in metal panels and remain weathertight; and as recommended in writing by metal panel manufacturer. 2.5 FABRICATION A. General: Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements. B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details shown. C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. D. Fabricate metal panel joints with factory-installed captive gaskets or separator strips that provide a weathertight seal and prevent metal-to-metal contact, and that minimize noise from movements. E. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated. 1. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. 2. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate sealant and to comply with SMACNA standards. 3. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view. 4. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal recommended in writing by metal panel manufacturer. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 6 of 8 a. Size: As recommended by SMACNA's "Architectural Sheet Metal Manual" or metal soffit panel manufacturer for application but not less than thickness of metal being secured. 2.6 FINISHES A. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. C. Steel Panels and Accessories: 1. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 2. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil (0.013 mm). PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal panel supports, and other conditions affecting performance of the Work. 1. Examine framing to verify that girts, angles, channels, studs, and other structural panel support members and anchorage have been installed within alignment tolerances required by metal panel manufacturer. 2. Examine sheathing to verify that sheathing joints are supported by framing or blocking and that installation is within flatness tolerances required by metal panel manufacturer. a. Verify that air- or water-resistive barriers been installed over sheathing or backing substrate to prevent air infiltration or water penetration. B. Examine roughing-in for components and systems penetrating metal panels to verify actual locations of penetrations relative to seam locations of metal panels before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 7 of 8 3.2 PREPARATION A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C 754 and metal panel manufacturer's written recommendations. 1. Soffit Framing: Wire tie or clip furring channels to supports, as required to comply with requirements for assemblies indicated. 3.3 METAL PANEL INSTALLATION A. General: Install metal panels according to manufacturer's written instructions in orientation, sizes, and locations indicated. Install panels perpendicular to supports unless otherwise indicated. Anchor metal panels and other components of the Work securely in place, with provisions for thermal and structural movement. 1. Shim or otherwise plumb substrates receiving metal panels. 2. Flash and seal metal panels at perimeter of all openings. Fasten with self-tapping screws. Do not begin installation until air- or water-resistive barriers and flashings that will be concealed by metal panels are installed. 3. Install screw fasteners in predrilled holes. 4. Locate and space fastenings in uniform vertical and horizontal alignment. 5. Install flashing and trim as metal panel work proceeds. 6. Locate panel splices over, but not attached to, structural supports. Stagger panel splices and end laps to avoid a four-panel lap splice condition. 7. Provide weathertight escutcheons for pipe- and conduit-penetrating panels. B. Fasteners: 1. Steel Panels: Use stainless-steel fasteners for surfaces exposed to the exterior; use galvanized-steel fasteners for surfaces exposed to the interior. 2. Aluminum Panels: Use aluminum or stainless-steel fasteners for surfaces exposed to the exterior; use aluminum or galvanized-steel fasteners for surfaces exposed to the interior. 3. Copper Panels: Use copper, stainless-steel, or hardware-bronze fasteners. 4. Stainless-Steel Panels: Use stainless-steel fasteners. C. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action as recommended in writing by metal panel manufacturer. D. Lap-Seam Metal Panels: Fasten metal panels to supports with fasteners at each lapped joint at location and spacing recommended by manufacturer. 1. Apply panels and associated items true to line for neat and weathertight enclosure. 2. Provide metal-backed washers under heads of exposed fasteners bearing on weather side of metal panels. 3. Locate and space exposed fasteners in uniform vertical and horizontal alignment. Use proper tools to obtain controlled uniform compression for positive seal without rupture of washer. 4. Install screw fasteners with power tools having controlled torque adjusted to compress washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes. E. Watertight Installation: WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 15 SEPT 2017 2211 N FRONTAGE RD., VAIL CO, 81657 CCD 06 BASKERVILL PROJECT NO 2.160036.0 SOFFIT PANELS; SECTION 074293 Copyright 2017 © Baskervill PAGE 8 of 8 1. Apply a continuous ribbon of sealant or tape to seal lapped joints of metal panels, using sealant or tape as recommend by manufacturer on side laps of nesting-type panels and elsewhere as needed to make panels watertight. 2. Provide sealant or tape between panels and protruding equipment, vents, and accessories. 3. At panel splices, nest panels with minimum 6-inch (152-mm) end lap, sealed with sealant and fastened together by interlocking clamping plates. F. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components. 1. Install components required for a complete metal panel system including trim, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. Provide types indicated by metal panel manufacturer; or, if not indicated, provide types recommended by metal panel manufacturer. G. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that are permanently watertight. 1. Install exposed flashing and trim that is without buckling, and tool marks, and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to achieve waterproof performance. 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet (3 m) with no joints allowed within 24 inches (610 mm) of corner or intersection. Where lapped expansion provisions cannot be used or would not be waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant (concealed within joints). 3.4 CLEANING AND PROTECTION A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction. B. After metal panel installation, clear weep holes and drainage channels of obstructions, dirt, and sealant. C. Replace metal panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 074293 WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 1 of 8 SECTION 08 51 13 - ALUMINUM WINDOWS – New Section PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Operating and Fixed Aluminum Window Units: Horizontal Sliding Units 2. Perimeter Sealant 3. Glass and Glazing 4. Wood Blocking, Shims, Anchors, Clips, and all accessories necessary for a complete installation. 5. All Aluminum Trim and Closure Pieces 6. All Operable Window and Door Hardware B. Related Sections: 1. Section 07 62 00 - Sheet Metal Flashing and Trim 2. Section 0792 00 – Joint Sealants 3. Section 08 80 00 - Glazing 1.02 REFERENCES A. The Aluminum Association (AA) 1. "Aluminum Design Manual 2000: Specifications for Aluminum Structures" B. American Architectural Manufacturers Association (AAMA) Publications: 1. 611 “Voluntary Specification for Anodized Architectural Aluminum” 2. 1503 "Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections" 3. 2400 "Standard Practice for Installation of Windows with a Mounting Flange in Stud Frame Construction" 4. 2604 "Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels" 5. 2605 "Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels" C. American National Standards Institute (ANSI) Publications: 1. ICC A117.1-2009 “Accessible and Useable Buildings and Facilities” 2. Z97.1 "Performance Specifications and Methods of Test for Safety Glazing Materials Used in Buildings" D. Americans with Disabilities Act (ADA) E. ASTM International (ASTM) Publications: 1. C1036 “Standard Specification for Flat Glass” 2. C1048 “Standard Specification for Heat-Treated Flat Glass—Kind HS, Kind FT Coated and Uncoated Glass” 3. E90 “Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements” WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 2 of 8 4. E283 “Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen” 5. E330 “Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference” 6. E331 “Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference” 7. E413 “Classification for Rating Sound Insulation” 8. E547 "Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference" 9. E774 “Standard Specification for Sealed Insulating Glass Units” 10. E1886 "Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials" 11. E1996 "Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes" 12. F588 "Standard Test Methods for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact" F. Glass Association of North America (GANA) 1. "GANA Glazing Manual" G. Federal Specifications (FS) Publications: 1. FS-RR-W-365A "Wire Fabric (Insect Screening)" H. Insulating Glass Certification Council (IGCC) I. Insulating Glass Manufacturers Alliance (IGMA) Publications: 1. Glazing Guidelines J. National Fenestration Rating Council (NFRC) K. Screen Manufacturers Association (SMA) Publications: 1. 1004 "Specifications for Aluminum Tubular Frame Screens for Windows" L. U.S. Consumer Product Safety Commission (CPSC) Publications: 1. 16 CFR Part 1201 "Safety Standard For Architectural Glazing Materials" M. Window and Door Manufacturers Association (WDMA) Publications: 1. ANSI/AAMA/WDMA 101/I.S.2/NAFS-02 “Voluntary Performance Specification for Windows, Skylights and Glass Doors” 2. AAMA/WDMA/CSA 101/I.S.2/A440-08 “Standard/Specification for Windows, Doors and Unit Skylights 1.03 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 01 Specification Sections. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 3 of 8 B. Submit “Letter of Conformance” in accordance with Section 01 33 00 (01330) indicating specified items selected for use in project with the following supporting data. 1. Product data for each type of aluminum window specified, including standard construction details, dimensions of individual components, profiles, finishes, hardware, and accessories. 2. Shop drawings for each type of window specified, including 1/4-inch scale wall elevations, typical unit elevations at 3/4 inch scale glazing details, full-size details of typical composite members and the following: a. Panning Details. b. Flashing and drainage details. c. Mullion details, including reinforcement and stiffeners. d. Joinery details. 3. Samples: Provide full-size or partial-size sample of window illustrating glazing system, quality of construction and finish. a. Hardware: Full-size units with factory-applied finish. 4. Product certificates signed by the window manufacturer certifying that window units comply with specified performance requirements. 5. Coordinate with Section 08 75 16 as required to comply with Accessibility Requirements. 1.04 DEFINITIONS A. Performance grade number, included as part of the AAMA/WDMA/CSA 101/I.S.2/A440-08 product designation code, is the actual design pressure in pounds force per square foot used to determine structural test pressure and water test pressure. 1.05 QUALITY ASSURANCE A. All window units shall be manufactured by a single source. 1. All windows in any one project must be by the same manufacturer and with comparable frame depth, profile, glazing bite and installation requirements. Manufacturer must provide a window system that can incorporate all window configurations used on the project. a. Sections 08 41 13, 08 51 13, and 08 80 00 to be furnished by single source insuring product compatibility and coordination. 2. Standards: Requirements for aluminum windows, terminology and standard of performance, and fabrication workmanship are those specified and recommended in AAMA/WDMA/CSA 101/I.S.2/A440-08 and The Aluminum Association (AA). a. All window units shall be labeled as conforming to AAMA/WDMA/CSA 101/I.S.2/A440-08. The label shall state the name of the manufactuer, the approved labeling agency and the product designation as specified in AAMA/WDMA/CSA 101/I.S.2/A440-08. b. All testing shall be conducted using AAMA/WDMA/CSA 101/I.S.2/A440-08 Gateway Performance minimum specified test sizes. 3. Provide aluminum windows of the performance class and grade indicated that comply with AAMA/WDMA/CSA 101/I.S.2/A440-08. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 4 of 8 B. Certify that windows have been tested in accordance with American Architectural Manufacturers Association (AAMA/WDMA) Specification for Performance Class specified complying with the following performance standards: 1. AAMA/WDMA/CSA 101/I.S.2/A440-08 Performance Requirements: Provide aluminum windows of the performance class and grade indicated that comply with AAMA/WDMA/CSA 101/I.S.2/A440-08. a. Performance Class: CW b. Performance Grade: 40 c. Exception to AAMA/WDMA/CSA 101/I.S.2/A440-08: In addition to requirements for performance class and performance grade, design glass framing system to limit lateral deflections of glass edges to less than 1/175 of glass-edge length [or 3/4 inch, whichever is less,] at design pressure based on the following: 1) Testing performed according to AAMA/WDMA/CSA 101/I.S.2/A440-08, Uniform Load Deflection Test. 2. Uniform Structural Properties (ASTM E330): Pressure acting inward and outward. Window to be operable and maximum .4% permanent deformation, per member, when tested at a static air pressure difference of the following: a. Class CW-35: 45.0 PSF 3. Water Resistance (ASTM E331 and ASTM E547): No water penetration at test pressures indicated. a. Class CW-45: 6.75 PSF 4. Air Leakage (ASTM E283): a. Sliding Windows: Maximum 0.37 CFM per sq./ft. of total exterior surface area, when tested at a static air pressure difference of 1.57 PSF minimum . b. Fixed Windows: Maximum 0.15 CFM per sq. ft. of total exterior surface area, when tested at a static air pressure difference of 1.57 PSF minimum. c. Forced Entry Resistance (ASTM F588): To performance level 10. C. Accessibility: 1. Conform to 2010 ADA Standards for positioning requirements for the Disabled. 2. Operation of Operable Parts: The maximum force for pushing or pulling open windows in Accessible Rooms shall be 5 pounds in accordance with 2010 ADA Standards. 3. Assistive Window Actuator: For operable windows located in rooms that are required to meet ADA guidelines provide Assistive Window Actuators as specified in Section 08 75 16. D. Sound-Insulation Construction: Provide window units certified to provide a Sound Transmission Class (STC) rating of at least valves shown below when tested according to ASTM E90 and classified according to ASTM E 413. 1. All Fixed and Operable Window Units: STC- 25. E. Glazing Standards: Comply with recommendations of Glass Association of North America (GANA) "Glazing Manual" and "Sealant Manual" except where more stringent requirements are indicated. Refer to those publications for definitions of glass and glazing terms not otherwise defined in this section or other referenced standards. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 5 of 8 1. Safety Glazing Products: Comply with testing requirements in CPSC 16 CFR Part 1201. a. Subject to compliance with requirements, obtain safety glazing products permanently marked with certification label of the Safety Glazing Certification Council or another certification agency acceptable to authorities having jurisdiction. 2. Insulating glass shall comply with standard for construction and insulating value as established by: a. Insulating Glass Manufacturers Alliance (IGMA). b. Insulating Glass Certification Council (IGCC) 3. Glazing and Sealant: Per manuals published by the Flat Glass Marketing Association (FGMA). Glazing and sealant to match approved colors for all aluminum framing. 1.06 DELIVERY, STORAGE, AND HANDLING A. Transportation and Handling: Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging. Provide equipment and personnel to handle products by method to prevent soiling or damage. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. B. Storage and Protection: Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight enclosures; maintain with temperature and humidity ranges required by manufacturer's instruction. PART 2 PRODUCTS 2.01 MATERIALS A. Window Units: 1. Approved Manufacturers: a. Arcadia, Inc. b. EFCO Corporation c. Graham Architectural Products Corporation. d. Traco, A Division of Kawneer, a part of Alcoa Building & Construction Systems 1) Horizontal Sliding: “NexGen” NX-640 Series e. Quaker Window Products Company, Inc. 1) Horizontal Sliding: “Emerge E-300 SL Series” f. Wojan Window and Door Corporation 1) Horizontal Sliding Unit over Louver: “M-85 Series” B. Operating Types: Provide the following operating types in locations indicated on Drawings: 1. Horizontal sliding. C. All fasteners, tools, equipment, and other materials necessary for a complete installation shall be furnished by this Contractor. 1. Aluminum, nonmagnetic stainless steel, epoxy adhesive, or other materials warranted by manufacturer to be noncorrosive and compatible with all window members, cladding, trim, hardware, anchors, and other components WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 6 of 8 D. Insect Screens: Provide removable insect screen panel for each moveable glazed sash. 1. Screen Fabric: 18 by 16 mesh of 0.013" diameter aluminum wire. Comply with FS- RRW-365, Type VII, except black anodized or "gun metal" coating on wire. 2. Screen Frame: Provide formed or extruded aluminum frames and removable vinyl fabric- retainer spline. a. Finish shall match window. E. Accessories: 1. Safety Device Stops: For operable windows, provide stops to prevent opening greater than 4". Stops shall be constructed of stock window frame, or durometer material and attached with tamper-resistant screw. a. If local code requires window units to open fully, provide the following: 1) “Charlie-Bar” security device by Charles Bar-Lok Corp. 2) Size to fit window opening, Aluminum finish. 2. Sills: Manufacturer's standard exterior sills type as shown on Drawings. a. Nailing fin: manufacturer's standard nailing fin b. Sill Flashing: Manufacturer’s standard snap-on sill flashing 3. Trim: Manufacturer's standard interior snap trims, type as shown on Drawings. 4. Head Flashing: Manufacturer’s standard head flashing for use with EIFS exterior finishes. 5. Mullions: Provide mullions and cover plates as shown, matching window units, complete with anchors for support to structure and installation of window units. Allow for erection tolerances and provide for movement of window units due to thermal expansion and building deflections, as indicated. Provide mullions and cover plates capable of withstanding design loads of window units. F. Hardware: 1. Sash lock: Manufacturers' standard. 2. Wheels and Sliding Mechanism: Manufacturer's standard. G. Maximum operating force: once sash in motion: 1. Horizontal Sliding Windows: 20 LBF H. Operating sash in guest rooms to be located closest to center of room. 2.02 GLASS MATERIALS A. Glass Type GL-#: Clear Float Glass: ASTM C1036, Type 1 (transparent glass, flat), Class 1 (clear), Quality q3 (glazing select), as manufactured by one of the following: 1. Approved Manufacturers: a. AFG Industries, Inc. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 7 of 8 b. Viracon, Inc. c. Guardian Industries B. Insulating-Glass Units: ASTM E 2190. 1. Glass: ASTM C 1036, Type 1, Class 1, q3. 1) Tint: Clear. 2) Kind: Fully tempered. 2. Lites: Three. 3. Filling: Fill space between glass lites with air. 4. Low-E Coating: Pyrolytic on second surface. 2.03 FINISHES A. All exposed aluminum surfaces shall have a manufactured-applied, 15 -year warrantied, Kynar 500 fluorocarbon finish containing 70% fluoropolymer, free from blemishes and surface defects which meets AAMA 2605 specifications. 1. Color to be as shown on Exterior Finish Index. 2.04 JOINT SEALANTS – FRAMING SYSTEM A. For metal to metal joints use Manufacturer’s standard, recommended by manufacturer for joint type, color to match finish of aluminum to which applied. B. For perimeter of framing members, refer to Section 07 92 00 (07920) – Joint Sealants. 2.05 FABRICATION A. Fabricate windows allowing for minimum clearances and shim spacing around perimeter of assembly, yet enabling installation. B. Rigidly fit joints and corners. Accurately fit and secure corners tight. Make corner joints flush, hairline, and weatherproof. Seal corner joints with sealant. C. Develop drainage holes with moisture pattern to exterior. D. Prepare components to receive anchor devices. Fabricate anchorage items. PART 3 EXECUTION 3.01 INSTALLATION - GENERAL A. Installation Details: Before proceeding with the manufacturing of the windows and doors, the Window Contractor shall submit complete installation details for approval by the Architect. These Drawings shall show elevations of windows, full-sized details of all sections of windows, collateral materials and details of anchorage. Supplemental data shall contain calculations of moments of inertia on frames and mullion connections plus instructions for storage, handling, and erection of windows and sliding doors. Conform to AAMA 2400 for Nail Fin Installation. B. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section. WIDEWATERS; DOUBLETREE BY HILTON; CONVERSION 28 AUG 2017 2211 N FRONTAGE RD., VAIL CO, 81657 ASI 0## BASKERVILL PROJECT NO 2.160036.0 ALUMINUM WINDOWS SECTION 08 51 13 Copyright 2017 © Baskervill PAGE 8 of 8 C. Beginning of installation means acceptance of existing conditions. D. Align window frame plumb and level, free of wrap or twist. Maintain dimensional tolerances, aligning with adjacent work. E. Coordinate attachment and seal of air and vapor barrier materials. Install under sill flashings, if required. F. Pack fibrous insulation in shim spaces at perimeter to maintain continuity of thermal barrier. G. Install perimeter sealant, backing materials, and installation requirements in accordance with Section 07 92 00 (07920). Apply sealant to ends of sill for watertight seal. H. Windows shall be installed by experienced workmen in exact accordance with the manufacturer's instructions and approved Shop Drawings. I. Erection Tolerances: 1. Maximum deviation from established vertical or horizontal reference lines: a. 1/8 inch per 12 feet of length of any member. b. 1/4 inch in any continuous run. 2. Maximum offset from true alignment between two adjoining members in line, end to end, 1/16 inch. J. Adequately anchor frames to surrounding construction. Place anchors at 2'-0" on center maximum or as required to maintain position of frames when subjected to thermal and building movement and specified wind load. 1. Anchorage method to be integral nailing fin. Alternate anchoring methods will not be acceptable. 3.02 ADJUSTING AND CLEANING A. After completion of window installation, windows shall be inspected, adjusted, put into working order and left clean, free of labels, dirt, etc. Protection from this point shall be responsibility of General Contractor. B. Remove protective material from prefinished aluminum surfaces. C. Wash down exposed surfaces using a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. D. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant manufacturer. END OF SECTION