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Home My WebLink AboutB11-0496 REV01 Project Manual Vol 1-2 PROJ ECT MAN UAL VOLUME 1 - 3 . ra a a � Vail, Colorado 100% Issue For Construction December 20, 2013 ASI 001 Construction Set July 15, 2014 OZ Arch itectu re 3003 Larimer Street Denver, Colorado OZ Project No. 17004 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMF,NTS VAIL,CO July 15,2014 DOCUMENT 00001 - TABLE OF CONTENTS OF THE PROJECT MANUAL VOLUME 1 GENERAL INFORMATION 00001 TABLE OF CONTENTS OF THE PROJECT MANUAL 00002 PROJECT DIRECTORY SERIES 0 BIDDING REQUIREMENTS AND CONTRACT FORMS 00220 SUBSURFACE EXPLORATION AND REPORTING 00221 GEOTECHNICAL INVESTIGATION REPORT DIVISION 1 - GENERAL REQUIREMENTS 01100 SUMMARY 01230 ALTERNATES 01250 CONTRACT MODIFICATION PROCEDURES 01290 PAYMENT PROCEDURES 01310 PROJECT MANAGEMENT AND COORDINATION 01320 CONSTRUCTION PROGRESS DOCUMENTATION 01330 SUBMITTAL PROCEDURES 01400 QUALITY REQUIREMENTS 01420 REFERENCES 01500 TEMPORARY FACILITIES AND CONTROLS 01524 CONSTRUCTION WASTE MANAGEMENT 01600 PRODUCT REQUIREMENTS 01700 EXECUTION REQUIREMENTS 01731 CUTTING AND PATCHING 01770 CLOSEOUT PROCEDURES 01781 PROJECT RECORD DOCUMENTS 01782 OPERATION AND MAINTENANCE DATA 01820 DEMONSTRATION AND TRAINING TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 - 1 OOZ Architecture Denver, CO STRATA VAIL ASI OOl FOR CONSTRUCTION DOCUMENTS VAIL,CO July 15,2014 DIVISION 2 - SITE CONSTRUCTION 02220 SITE DEMOLITION 02230 SITE CLEARING 02240 DEWATERING SYSTEM 02260 EXCAVATION SUPPORT AND PROTECTION 02300 EARTHWORK 02315 LEAN CONCRETE/FLOW-FILL 02370 EROSION AND SEDIMENTATION CONTROL 02510 WATER DISTRIBUTION 02530 SANITARY SEWER SYSTEM 02580 ELECTRIC, COMMUNICATION CONDUITS, AND GAS SYSTEMS 02630 STORM DRAINAGE 02720 UNBOUND BASE COURSE 02740 FLEXIBLE PAVEMENT 02750 RIGID PAVEMENT 02751 CONCRETE PAVING JOINTS 02752 CONCRETE PAVING CURING 02753 COLD WEATHER CONCRETING 02754 HOT WEATHER CONCRETING 02760 PAVEMENT MARKING 02780 UNIT PAVERS 02815 IRRIGATION SYSTEM 02900 LANDSCAPING 02901 SOIL AMENDMENT 02922 TOPSOIL DIVISION 3 - CONCRETE 03300 CAST-IN-PLACE CONCRETE 03542 HYDRAULIC- CEMENT- BASED UNDERLAYMENT DIVISION 4 - MASONRY 04814 CONCRETE MASONRY 04816 MASONRY ACCESSORIES, ANCHORAGE, AND REINFORCING 04851 DIMENSION STONE CLADDING 04860 STONE MASONRY TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 - 2 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMF,NTS VAIL,CO July 15,2014 DIVISION 5 - METALS 05120 STRUCTURAL STEEL 05310 STEEL DECK 05400 COLD- FORMED METAL FRAMING 05500 METAL FABRICATIONS 05511 METAL STAIRS 05521 PIPE AND TUBE RAILINGS 05530 AREAWAY GRATINGS 05532 ELEVATOR SUMP PIT GRATINGS 05715 FABRICATED SPIRAL STAIRS 05721 ORNAMENTAL RAILINGS DIVISION 6 - WOOD AND PLASTICS 06100 ROUGH CARPENTRY 06130 HEAVY TIMBER CONSTRUCTION 06150 WOOD DECKING 06160 SHEATHING 06185 STRUCTURAL GLUED- LAMINATED LUMBER 06201 EXTERIOR FINISH CARPENTRY 06402 INTERIOR ARCHITECTURAL WOODWORK DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07115 BITUMINOUS DAMPPROOFING 07131 SELF-ADHER/NG SHEET WATERPROOF/NG 07142 HOT FLUID-APPLIED WATERPROOFING 07180 CONCRETE SEALERS 07182 TRAFFIC COATINGS 07190 WATER REPELLENTS 07210 BUILDING INSULATION 07311 ASPHALT SHINGLES 07412 METAL SIDING 07413 METAL ROOF PANELS 07460 S/D/NG 07531 ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING 07570 TRAFFIC BEARING MEMBRANES 07620 SHEET METAL FLASHING AND TRIM 07710 MANUFACTURED ROOF SPECIALTIES 07720 ROOF ACCESSORIES 07725 ROOF ICE MELT SYSTEMS 07811 SPRAYED FIRE-RESISTNE MATERIALS 07812 DUCT BLANKET FIRE PROTECTION TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 - 3 OOZ Architecture Denver, CO STRATA VAIL ASI OOl FOR CONSTRUCTION DOCUMENTS VAIL,CO July 15,2014 07841 THROUGH-PENETRATION FIRESTOP SYSTEMS 07842 FIRE-RESISTIVE JOINT SYSTEMS 07920 JOINT SEALANTS TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 -4 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMF,NTS VAIL,CO July 15,2014 VOLUME 2 DIVISION 8 - DOORS AND WINDOWS 08110 METAL DOORS AND FRAMES 08120 ALUMINUM DOORS 08212 STILE AND RAIL WOOD DOORS 08263 SLIDING WOOD-FRAMED GLASS DOORS 08264 SWINGING WOOD-FRAMED GLASS DOORS 08311 ACCESS DOORS AND FRAMES 08331 OVERHEAD COILING DOORS 08334 OVERHEAD COILING GRILLES 08361 SECTIONAL OVERHEAD DOORS 08411 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 08450 ALL-GLASS ENTRANCES AND STOREFRONTS 08452 STEAM ROOM DOORS 08550 WOOD WINDOWS 08710 DOOR HARDWARE 08800 GLAZING 08830 MIRRORS 08911 GLAZED ALUMINUM CURTAINWALLS 08952 FIBERGLASS-SANDWICH-PANEL ASSEMBLIES DIVISION 9 - FINISHES 09111 NON-LOAD-BEARING STEEL FRAMING 09220 PORTLAND CEMENT PLASTER 09250 GYPSUM BOARD 09265 GYPSUM BOARD SHAFT-WALL ASSEMBLIES 09310 CERAMIC TILE 09511 ACOUSTICAL PANEL CEILINGS 09622 RESILIENT SPORTS- FLOOR COVERINGS 09640 WOOD FLOORING 09653 RESILIENT WALL BASE AND ACCESSORIES 09671 EPDXY FLOOR COATING 09680 CARPET 09681 CARPET TILE 09770 FIBERGLASS REINFORCED PLASTIC PANELS 09911 EXTERIOR PAINTING 09912 INTERIOR PAINTING 09920 PAVEMENT MARKINGS (GARAGE) 09930 STA/N/NG AND TRANSPARENT FIN/SHING 09960 HIGH-PERFORMANCE COATINGS OZ Product Information - Unit Finishes TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 - 5 OOZ Architecture Denver, CO STRATA VAIL ASI OOl FOR CONSTRUCTION DOCUMENTS VAIL,CO July 15,2014 OZ Product Information — Public Space Finishes DIVISION 10 - SPECIALTIES 10155 TOILET COMPARTMENTS 10200 LOUVERS AND VENTS 10310 FIREPLACE SPECIALTIES 10431 SIGNAGE 10440 GARAGE SIGNAGE 10506 WOOD LOCKERS 10508 PLASTIC LAMINATE LOCKERS 10522 FIRE EXTINGUISHER CAB/NETS 10523 FIRE EXTINGUISHERS 10605 WIRE MESH PARTITIONS 10801 TOILET AND BATH ACCESSORIES DIVISION 11 - EQUIPMENT ��-r�-vn- �1'Y-Y� 11150 PARKING CONTROL EQUIPMENT 11160 LOADING DOCK EQUIPMENT 11451 RESIDENTIAL APPLIANCES DIVISION 12 - FURNISHINGS 12241 W/NDOW SHADES 12364 STONE COUNTERTOPS 12375 ENGINEERED QUARTZ COUNTERTOPS 12484 FLOOR MATS AND FRAMES DIVISION 13 - SPECIAL CONSTRUCTION 13150 SWIMM/NG POOLS_A_ND WH/RLPOOLS DIVISION 14 - CONVEYING SYSTEMS 14210 ELECTRIC TRACTION ELEVATORS 14240 HYDRAULIC ELEVATORS 14560 CHUTES TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 - 6 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMF,NTS VAIL,CO July 15,2014 VOLUME 3 DIVISION 15 - MECHANICAL 15010 BASIC MECHANICAL REQUIREMENTS 15030 HVAC SYSTEM COMMISSIONING 15050 BASIC MECHANICAL MATERIALS AND METHODS 15240 MECHANICAL SOUND AND VIBRATION CONTROL 15250 MECHANICAL INSULATION 15300 AUTOMATIC SPRINKLER AND STANDPIPE SYSTEMS 15400 PLUMBING SYSTEMS 15500 HVAC PIPING AND PUMPS 15550 BOILERS 15600 FUEL-FIRED HEATERS 15650 REFRIGERATION 15655 REFRIGERANT AND SAFETY EQUIPMENT 15750 HEAT TRANSFER 15770 SWIMMING POOL HEAT RECOVERY 15780 PACKAGED AIR CONDITIONING UNITS 15850 AIR HANDLING EQUIPMENT 15880 AIR DISTRIBUTION AND SHEET METAL 15975 DIRECT DIGITAL CONTROL SYSTEMS 15980 MECHANICAL SEQUENCES OF OPERATION 15990 TESTING, ADJUSTING AND BALANCING TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 - 7 OOZ Architecture Denver, CO STRATA VAIL ASI OOl FOR CONSTRUCTION DOCUMENTS VAIL,CO July 15,2014 DIVISION 16 - ELECTRICAL 16010 ELECTRICAL GENERAL PROVISIONS 16035 REVIEWS AND ACCEPTANCES 16055 TEMPORARY LIGHTING POWER 16060 IDENTIFICATION 16065 TESTING, ACCEPTANCES AND CERTIFICATIONS 16102 EQUIPMENT CONNECTIONS AND COORDINATION 16110 RACEWAYS AND BOXES 16120 WIRE AND CABLE (600 VOLTS AND BELOW) 16122 FIRE SEALS 16125 ALUMINUM ALLOY CONDUCTORS 16132 POKE THROUGH AND FLUSH FLOOR OUTLETS 16140 WIRING DEVICES 16160 PANELBOARDS 16165 LOAD CENTERS 16170 DISCONNECT SWITCHES 16175 MODULAR METER CENTERS 16181 FUSES 600 VOLTS AND LESS 16400 TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) 16403 PACKAGED ENGINE GENERATOR SYSTEM 16440 SWITCHBOARDS 16450 GROUNDING SYSTEMS 16470 DRY TYPE TRANSFORMER 16490 TRANSFER SWITCHES 16500 LUMINARIES AND ACCESSORIES 16601 LIGHTNING PROTECTION SYSTEM 16721 FIRE ALARM SYSTEM 16735 CONDUIT ROUGH-IN OF SPECIAL SYSTEMS 16858 ROOF, GUTTERS AND DOWNSPOUTS SNOWMELT SYSTEMS 16930 LIGHTING CONTROL 16940 CONTACTORS DIVISION 19 — SMOKE MANAGEMENT SYSTEM 19591 SMOKE MANAGEMENT SYSTEM END OF DOCUMENT 00001 TABLE OF CONTENTS OF THE PROJECT MANUAL 00001 - 8 OOZ Architecture Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 SECTION 02815 - IRRIGATION SYSTEM PART 1 - GENERAL 1.1 WORK INCLUDED - Work of this Section generally includes provisions for the installation of an underground landscape irrigation system including the following: A. Static pressure verification and coordination of irrigation system installation with landscape material installation. B. Trenching, stockpiling excavation materials, refilling and compacting trenches. C. Complete irrigation system including but not limited to piping, backflow preventer assemblies, valves, fittings, heads, controllers and wiring, and final adjustments to insure complete coverage. D. Water connections. E. Replacement of unsatisfactory materials. F. Clean-up, Consultant Reviews, and Project Acceptance. G. Tests. 1.2 RELATED SECTIONS A. Examine all sections related to project work. 1.3 REFERENCES A. PerForm Work in accordance with requirements of Conditions of the Contract and Division 01 - General requirements as well as provisions of all applicable laws, codes, ordinances, rules, and regulations. B. Conform to requirements of reference information listed below except where more stringent requirements are shown or specified in Contract Documents. 1. American Society for Testing and Materials (ASTM) - Specifications and Test Methods specifically referenced in this Section. 2. Underwriters Laboratories (UL) - UL Wires and Cables. 1.4 QUALITY ASSURANCE A. Installer Qualifications - Installer shall have had considerable experience and demonstrate ability in the installation of irrigation system(s) of specific type(s) in a neat orderly, and responsible manner in accordance with recognized standards of workmanship. To demonstrate ability and experience necessary for this IRRIGATION 02815-1 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 Project, and financial stability, submit if requested by Consultant, prior to contract award the following: 1. List of 3 projects completed in the last 2 years of similar complexity to this Project. Description of projects shall include: a. Name of project. b. Location. c. Owner. d. Brief description of work and project budget. B. Special Requirements: 1. Work involving substantial plumbing for installation of copper piping, backflow preventer(s), and related work shall be executed by licensed and bonded plumber(s). Secure a permit at least 48 hours prior to start of installation. 2. Tolerances - Specified depths of mains and laterals and pitch of pipes are minimums. Settlement of trenches is cause for removal of finish grade treatment, refilling, compaction, and repair of finish grade treatment. 3. Coordination with Other Contractors - Protect, maintain, and coordinate Work with Work under other Section. 4. Damage To Other Improvements - Contractor shall replace or repair damage to grading, soil preparation, seeding, sodding, or planting done under other Sections during Work associated with installation of irrigation system at no additional cost to Owner. C. Pre-Construction Conference - Contractor shall schedule and conduct a conference to review in detail quality control and construction requirements for equipment, materials, and systems used to perform the Work. Conference shall be scheduled not less than 10 days prior to commencement of Work. All parties required to be in attendance shall be notified no later than 7 days prior to date of conference. Contractor shall notify qualified representatives of each party concerned with that portion of Work to attend conference, including but not limited to Architect, Consultant, Contractor's Superintendent, and Installer. 1. Minutes of conference shall be recorded and distributed by Contractor to all parties in attendance within five days of conference. 1.5 SUBMITTALS - Prepare and make submittals in accordance with conditions of the Contract. A. Materials List - Submit six copies of a complete materials list indicating manufacturer, model number, and description of all materials and equipment to be used. Show appropriate dimensions and adequate detail to accurately portray intent of construction. B. Record Drawings (As-Builts): 1. At onset of irrigation installation secure Autocadd files of original irrigation design from Owner. At the end of every day, revise as-built prints for work accomplished that day in red ink. As-built field prints shall be brought up- IRRIGATION 02815-2 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 to-date at the close of the working day every Friday by a qualified draftsperson. A print of record plan(s) shall be available at Project Site. Indicate zoning changes on weekly as-built drawings. Indicate non- pressure piping changes on as-built. Upon completion of Project, but prior to scheduling of substantial acceptance walk-through, submit for review a final set of as-built mylars and an Autocadd disk copy. Dimensions, from two permanent points of reference (building corners, sidewalk, road intersections or permanent structures), location of following items: a. Connection to existing water lines. b. Routing of sprinkler pressure lines (dimension maximum 100 feet along routing). c. Sprinkler control valves. d. Quick coupling valves. e. Manual drains and stop and waste valves. f. Drip line blow-out stubs. g. Control wire routing if not with pressure mainline. h. Gate valves. i. Control wire and communication cable splices j. Water meters k. Locations of all sleeving including size, quantity and depth of sleeve I. Flow sensors m. Pressure regulating valves 2. Owner's Representative will not certify any pay request submitted by the Contractor if the as-built drawings are not current, and processing of pay request will not occur until as-builts are up-dated. C. Operation Instructions - Submit 3 written operating instructions including winterization procedures and start-up, with cut sheets of products, and coordinate controller/watering operation instruction with Owner maintenance personnel. 1. Controller Charts: a. Do not prepare charts until Consultant has reviewed record (as- built) drawings. b. Provide one controller chart for each automatic controller installed. 1) Chart may be reproduction of record drawing, if scale permits fitting of controller door. If photo reduction prints are required, keep reduction to maximum size possible to retain full legibility. 2) Chart shall be blueline print of actual "as-built" system, showing area covered by that contro�ler. c. Identify area of coverage of each remote control valve, using a distinctly different pastel color drawing over entire area of coverage. d. Following review of charts by Consultant, they shall be hermetically sealed between two layers of 20-mm thick plastic sheet e. Charts shall be completed and reviewed prior to final review of IRRIGATION 02815-3 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 irrigation system. 1.6 DELIVERY, STORAGE, AND HANDLING - Deliver, unload, store, and handle materials, packaging, bundling, products in dry, weatherproof, condition in manner to prevent damage, breakage, deterioration, intrusion, ignition, and vandalism. Deliver in original unopened packaging containers prominently displaying manufacturer's name, volume, quantity, contents, instructions, and conformance to local, state, and federal law. Remove and replace cracked, broken, or contaminated items or elements prematurely exposed to moisture, inclement weather, snow, ice, temperature extremes, fire, or jobsite damage. A. Handling of PVC Pipe - Exercise care in handling, loading and storing, of PVC pipe. All PVC pipe shall be transported in a vehicle that allows length of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. All sections of pipe that have been dented or damaged shall be discarded, and if installed, shall be replaced with new piping. 1.7 JOBSITE CONDITIONS A. Protection of Property: 1. Preserve and protect all trees, plants, monuments, structures, and paved areas from damage due to Work of this Section. In the event damage does occur, all damage to inanimate items shall be completely repaired or replaced to satisfaction of Owner, and all injury to living plants shall be repaired by Owner. All costs of such repairs shall be charged to and paid by Contractor. 2. Protect buildings, walks, walls, and other property from damage. Flare and barricade open ditches. Damage caused to asphalt, concrete, or other building material surfaces shall be repaired or replaced at no cost to Owner. Restore disturbed areas to original condition. B. Existing Trees: 1. All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand or by other methods so as to prevent damage to limbs or branches. 2. Where it is necessary to excavate adjacent to existing trees use all possible care to avoid injury to trees and tree roots. Excavation, in areas where 2 inch and larger roots occur, shall be done by hand. Roots 2 inches or larger in diameter, except directly in the path of pipe of conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trenching machine is operated close to trees having roots smaller than 2 inches in diameter, wall of trench adjacent to tree shall be hand trimmed, making clean cuts through roots. Trenches adjacent to trees shall be closed within 24 hours, and when this is not possible, side of trench adjacent to tree shall be kept shaded with moistened burlap or canvas. C. Protection and Repair of Underground Lines: IRRIGATION 02815-4 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 1. Request proper utility company to stake exact location (including depth) of all underground electric, gas, or telephone lines. Take whatever precautions are necessary to protect these underground lines from damage. If damage does occur, Utility Owner shall repair all damage. Contractor shall pay all costs of such repairs unless other arrangements have been made. 2. Request Owner, in writing, to locate all private utilities (i.e., electrical service to outside lighting) before proceeding with excavation. If, after such request and necessary staking, private utilities that were not staked are encountered and damaged by Installer, Owner shall repair them at no cost to Installer. If Contractor damages staked or located utilities, they shall be repaired by Utility Owner at Contractor's expense unless other arrangements have been made. D. Replacement of Paving and Curbs - Where trenches and lines cross existing roadways, paths, curbing, etc., damage to these shall be kept to a minimum and shall be restored to original condition. 1.8 WARRANTY/GUARANTY - Manufacturer shall warrant materials against defects for a period of one year from date of Substantial Completion. Installer(s) shall guaranty workmanship for similar period. A. Settling of backfilled trenches that may occur during guaranty period shall be repaired at no expense to Owner, including complete restoration of damaged property. B. Expenses due to vandalism before substantial completion shall be borne by Contractor. C. Owner will maintain turf and planting areas during warranty period, so as not to hamper proper operation of irrigation system. 1.9 MAINTENANCE A. Furnish the following maintenance items to Owner prior to final Acceptance: 1. Two Sets of special tools required for removing, disassembling, and adjusting each type of sprinkler head and valve supplied on this Project. 2. One eight foot valve key for operation of stop and waste valve. 2. Two six foot valve keys for operation of gate valves. 3. Two keys for each automatic controller. 4. Two quick coupler keys and two matching hose swivels for each type of quick coupling valve installed. 5. Two aluminum drain valve keys of sufficient length for operation of drain valves. B. Winterization - include cost in bid for winterizing complete system at conclusion of sprinkling season (in which system received final acceptance) within 3 days notification by the Owner. System shall be voided of water using compressed air or similar method reviewed by Consultant. Reopen, operate, and adjust system malfunctions accordingly during April of following season within 3 days of IRRIGATION 02815-5 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 notification by Owner. 1.10 EXTRA STOCK - In addition to installed system furnish the following items to Owner: A. 10 Pop-up spray heads with nozzles of each type used. B. 4 Rotor heads of each type used. C. 30 Drip emitters of each type used. PART 2 - PRODUCTS 2.1 MATERIALS: A. General Piping: 1. Pressure Supply Line (from point of connection through backflow prevention unit) - Type "k" Hard Copper (3/4" — 2 1/2") and ductile iron (3" and larger). 2. Pressure Supply Lines (downstream of backflow prevention units) - Class 200 PVC BE (1" - 2 1/2") and Type "k" Hard Copper (3/4" — 2 1/2" where suspended over structure). 3. Non-pressure Lines— 100 PSI, NSF Polyethylene 4. PVC Sleeving - Class 160 PVC. 5. Drip Tubing - Toro Dura-Pol EHD 1645 3/4" with .050 inch wall thickness. 6. Emitter Tubing - As recommended by emitter manufacturer. B. Copper Pipe and Fittings: 1. Copper Pipe - Type K, hard tempered. 2. Fittings - Wrought copper, solderjoint type. 3. Joints - Soldered with solder, 45% silver, 15% copper, 16°/o zinc, and 24°/o cadmium and solidus at 1125—F and liquids at 1145—F. C. Brass Pipe and Fittings: 1. Brass Pipe - 85% red brass, ANSI Schedule 40 screwed pipe. 2. Fittings - Medium brass, screwed 125-pound class. D. Plastic Pipe and Fittings: 1. Identification Markings: a. Identify all pipe with following indelible markings: 1) Manufacturer's name. 2) Nominal pipe size. 3) Schedule of class. 4) Pressure rating. 5) NSF (National Sanitation Foundation) seal of approval. 6) Date of extrusion. IRRIGATION 02815-6 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 2. Solvent Weld Pipe - Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784; cell classification 12454-B, Type 1, Grade 1. a. Fittings - Standard Wright, Schedule 40, injection molder PVC; complying with ASTM D1784 and D2466, cell classification 12454- B. 1) Threads - Injection molded type (where required). 2) Tees and ells - Side gated. b. Threaded Nipples - ASTM D2464, Schedule 80 with molded threads. c. Teflon Tape — All PVC male threaded fittings and nipples, excluding marlex fittings, shall receive wrapping of Teflon tape applied to threaded surFaces per pipe manufacturer's recommendations. d. Joint Cement and Primer - Type as recommended by manufacturer of pipe and fittings. 3. Flexible Plastic Pipe - Manufactured from virgin polyethylene in accordance with ASTM D2239, with a hydrostatic design stress of 630 psi and designated as PE 2306. a. Fittings — Insert type manufactured in accordance with ASTM D2609; PVC Type 1 cell classification 12454-B. b. Clamps - All stainless steel worm gear screw clamps. Use 2 clamps per joint on 1-1/2 inch and 2 inch fittings. E. Drip and Sub-Surface Irrigation Systems: 1. Drip Tubing - Manufactured of flexible vinyl chloride compound conforming to ASTM D1248, Type 1, Class C, Category 4, P14 and ASTM D3350 for PE 122111 C. 2. Fittings - Type and diameter recommended by tubing manufacturer. 3. Drip Valve Assembly - Type and size shown on Drawings. a. Wye Strainer - Plastic construction with 150 mesh nylon screen and 1/2 inch blowout assembly. b. Control Valve - 2 way, solenoid pilot operated type made of synthetic, non-corrosive material; diaphragm activated and slow closing. Include freely pivoted seat seal; retained (mounted) without attachment to diaphragm. c. Pressure Reducing Valve - Plastic construction as detailed. 4. Emitters - Single port, pressure compensating, press on type. 5. Sub-SurFace tubing - Size and type shown on Drawings; installed as detailed. F. Gate Valves: 1. Gate Valves for 3/4 inch through 2-1/2 Inch Pipe - Brass construction; solid wedge, IPS threads, and non-rising stem with wheel operating handle. 2. Gate Valves for 3 Inch and Larger Pipe - Iron body, brass or bronze mounted AWWA gate valves with a clear waterway equal to full nominal diameter of valve; rubber gasket or mechanical joint-type only. Valves IRRIGATION 02815-7 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 shall be able to withstand a continuous working pressure of 200 psi and be equipped with a square operating nut and resilient wedge. Provide pipe restraints on gate valves 3 inches or larger as detailed. G. Quick Coupling Valves - Brass two-piece body designed for working pressure of 150 PSI; operable with quick coupler. Equip quick coupler with locking rubber cover. H. Valve Boxes: 1. Gate Valves, Quick Coupling Valves, Drain Valves, Drip Line Blow-out Stubs, and Wire Splice or Stub Box - Carson Brooks #910-10, box as detailed. 2. 1 inch through 2 inch Control Valves, Master Valves, Pressure Regulating Valves and Communication Cable Splice box - Carson Brooks #1419-12 box as detailed. 3. Drip Valve Assemblies and Flow Sensors - Carson Brooks #1220-12 box as detailed. I. Electrical Control Wiring: 1. Low Voltage: a. Electrical Control Wire -AWG UFUL approved No. 14 direct burial copper wire or larger, if required to operate system as designed. b. Electrical Common Wire - AWG UFUL approved No. 14 direct burial copper wire or larger, if required to operate system as designed. c. Wire Colors: 1) Control Wires - Red. 2) Common Wires - White. 3) Master Valve Wires - Blue. 4) Drawing Spare Control Wires - Black. 5) Drawing Spare Common Wires - Yellow. d. If multiple controllers are utilized, and wire paths of different controllers cross each other, both common and control wires from each controller shall be different colors approved by Consultant. e. Control Wire connections and splices shall be made with 3M DBY direct bury splice. 2. High Voltage - Type required by local codes and ordinances, of proper size to accommodate needs of equipment serviced. J. Automatic Controller- Size and type shown on Drawings; mounted as detailed. K. Electric Control Valves - Size and type shown on Drawings having manual flow adjustment and manual bleed nut. L. Sprinkler Heads - As indicated on Drawings. Fabricated riser units in accordance with details on Drawings - with fittings and nipples of equal diameter as riser inlet in sprinkler body. M. Backflow Preventer - Size and type indicated on Drawings; Brass or iron IRRIGATION 02815-8 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 construction with 150 psi working pressure. PART 3 - EXECUTION 3.1 SITE CONDITIONS, LANDSCAPE PLAN REVIEW AND COORDINATION A. Contractor will be held responsible for coordination between landscape and irrigation system installation. Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor's expense. B. Contractor is responsible to notify Consultant of any field conditions that vary from the conditions shown on the Irrigation Construction Documents. If Contractor fails to notify Consultant of these conditions, Contractor will be held responsible for all costs associated with system adjustments required due to the change in field conditions. 3.2 STATIC PRESSURE VERIFICATION - Contractor shall field verify the static pressure at the project site, prior to commencing work or ordering irrigation materials, and submit findings, in writing, to Consultant. If Contractor fails to verify static water pressure prior to commencing work or ordering irrigation materials, Contractor shall assume responsibility for all costs required to make system operational and the costs required to replace any damaged landscape material. Damage shall include all required material costs, design costs and plant replacement costs. 3.3 INSPECTION - Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory conditions have been corrected. A. Grading operations, with the exception of final grading, shall be completed and approved by Owner before staking or installation of any irrigation system begins. B. Underground Utilities shall be installed prior to installation of irrigation system. If irrigation installation takes place prior to utility installation, Contractor shall notify Owner of this condition in writing prior to commencement of irrigation installation. 3.4 PREPARATION A. Staking shall Occur as Follows: 1. Mark, with powdered lime, routing of pressure supply line and flag heads for first few zones. Contact Consultant 48 hours in advance and request review of staking. Proposed locations of all trees shall be field staked by Contractor and approved by Owner/Landscape Architect prior to Consultant review of irrigation staking. Consuttant will advise installer as to the amount of staking to be prepared. Consultant will review staking and direct changes if required. Review does not relieve installer from IRRIGATION 02815-9 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 coverage problems due to improper placement of heads after staking. 2. Contractor shall contact Consultant if field spacing varies by +/- 10% of the spacing shown on the irrigation plans. If Contractor fails to notify Consultant of variances exceeding 10%, Contractor assumes full responsibility for the costs associated with any required system modifications deemed necessary by the Consultant or Owner. 3. If Project has significant topography, freeform planting beds, or other amenities, which could require alteration of irrigation equipment layout as deemed necessary by Consultant, do not install irrigation equipment in these areas until Consultant has reviewed equipment staking. B. Install sleeving under asphalt paving and concrete walks, prior to concreting and paving operations, to accommodate piping and wiring. Compact backfill around sleeves to 95% Modified Proctor Density within 2% of optimum moisture content in accordance with STM D1557. C. Trenching - Trench excavation shall follow, as much as possible, layout shown on Drawing. Dig trenches straight and support pipe continuously on bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. 1. Clearances: a. Piping 3 Inches and Larger - Make trenches of sufficient width (14 inches minimum) to properly assemble and position pipe in trench. Minimum clearance of piping 3 inches or larger shall be 5 inches horizontally on both sides of the trench. b. Piping Smaller than 3 Inches - Trenches shall have a minimum width of 7 inches. c. Line Clearance - Provide not less than 6 inches of clearance between each line and not less than 12 inches of clearance between lines of other trades. 2. Pipe and Wire Depth: a. Pressure Supply Piping - 18 inches from top of pipe. b. PVC Sleeving —To match depth of sleeved material. c. Non-pressure Piping (rotor) - 18 inches from top of pipe. d. Non-pressure Piping (pop-up) - 12 inches from top of pipe. e. Control Wiring/Communication Cable - Side of pressure main or at 18 inch depth if installed in a separate trench with no mainline piping.. f. Drip Tubing - 12 inches from top of pipe. g. Emitter Tubing (Micro-tubing) - 8 inches from top of pipe. 3. Boring will be permitted only where pipe must pass under obstruction(s) which cannot be removed. In backfilling bore, final density of backfill shall match that of surrounding soil. It is acceptable to use sleeves of suitable diameter installed first by jacking or boring, and pipe laid through sleeves. Observe same precautions as though pipe were installed in open trench. 4. Vibratory Plow - Non-pressure piping may be installed through use of vibratory plow method if consultant determines soil conditions are satisfactory for this method of installation. Vibratory plowing does not relieve installer of minimum pipe depths. IRRIGATION 02815-10 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 D. Pressure Supply Piping Locating Tape for Non-Potable Systems: Markline Tape, 3" wide detectable tape, NP purple in color with the words "CAUTION: RECYCLED/ RECLAIMED WATERLINE BELOW" printed every 36 inches. Place 12" below finish grade. 3.5 INSTALLATION - Locate other equipment as near as possible to locations designated. Consultant shall review deviations prior to installation. A. PVC/COPPER/POLY Piping - Snake pipe in trench as much as possible to allow for expansion and contraction. Do not install pipe when air temperature is below 40 degrees F. Place manual drain valves at low points and dead ends of pressure supply piping to insure complete drainage of system. When pipe installation is not in progress, or at end of each day, close pipe ends with tight plug or cap. PerForm Work in accordance with good practices prevailing in piping trades. 1. Solvent Weld PVC Pipe - Lay pipe and make all plastic to plastic joints in accordance with manufacturer's recommendations. 2. Flexible Plastic (Polyethylene) Pipe - Lay pipe and assemble fittings following manufacturer's recommendations. 3. Copper pressure mainline and lateral lines that are suspended under structure shall be installed in accordance with the mechanical engineers recommendations. B. Drip Tubing: 1. Make all fitting connections as per manufacturers recommendations. 2. Use only manufacturer provided or recommended hole punch when making penetrations in drip tubing for insert fittings. Use of any other hole punch shall be cause for immediate removal and replacement of all installed drip tubing. 3. Install drip line blow-out stubs at all dead ends of drip tubing. C. Control Wiring: 1. Low Voltage Wiring: a. Bury control wiring between controller and electric valves in pressure supply line trenches, strung as close as possible to main pipe lines with such wires to be consistently located below and to one side of pipe, or in separate trenches. b. Bundle all 24 volt wires at 10 foot intervals and lay with pressure supply line pipe to one side of the trench. c. Provide an expansion loop at every pressure pipe angle fitting, every electric control valve location (in valve box), and every 500 feet. Form expansion loop by wrapping wire at least 8 times around a 3/4 inch pipe and withdrawing pipe. d. Make all splices and E.C.V. connections using 3M DBY connectors or similar dry splice method. e. Install all control wire splices not occurring at control valve in a separate splice valve box. f. Install one control wire for each control valve. IRRIGATION 02815-11 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 g. Maintenance spare wires - In addition to spare wires labeled on drawings, extend two spare #14 AWG UFUL control wires and one spare #14 AWG UFUL common wire from controller pedestal to the end of each and every leg of mainline. Label maintenance spare wires at controller and wire stub box. 2. High Voltage Wiring for Automatic Controller: a. Provide 120 volt power connection to automatic controller. b. All electric work shall conform to local codes, ordinances, and authorities having jurisdiction. All high voltage electrical work shall be performed by licensed electrician. D. Automatic Controller: 1. Install controller in accordance with manufacturer's instructions as detailed and where shown on Drawings. 2. Connect remote control valves to controller in numerical sequence as shown on Drawings. 3. Owner shall approve final location of controller prior to installation. 4. Each controller shall be a dedicated separate ground wire and grounding rod as detailed. 5. All above ground conduit shall be rigid galvanized with appropriate fittings. All below ground conduit shall be schedule 40 PVC. E. Electric Control Valves - Install cross-handle four inches below finished grade where shown on Drawings as detailed. When grouped together, allow minimum of 12 inches between valve box sides. Install each remote control valve in a separate valve box. Install valve box flush with grade or when present flush with surfacing material (rock mulch). When parallel to roadway, sidewalk or other permanent element or structure, control valve and box to be installed perpendicular to element or structure, spaced equally. F. Quick Coupling Valves - Install quick couplers on swing-joint assemblies as indicated on construction details; plumb and flush to grade. Angled nipple relative to pressure supply line shall be no more than 45 degrees and no less than 10 degrees. G. Drip and Sub-Surface Valve Assemblies - Install valve assembly as detailed. H. Drip Emitters - Stake all surface emitters as detailed and staked with acceptable tubing stakes. Sub-Surface tubing - Size and type shown on Drawings; installed as detailed, per manufactures recommendations. I. Drain Valves - Install one manual drain valve on pressure supply line directly downstream of backflow preventer as detailed. Provide a three cubic foot drainage sump for drain valve as detailed. J. Valve Boxes: 1. Install one valve box for each type of valve installed as detailed. Valve box extensions are not acceptable except for master valves and flow IRRIGATION 02815-12 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 sensors. Install gravel sump after compaction of all trenches. Place final portion of gravel inside valve box after valve box is backfilled and compacted. 2. Brand controller letter and station number on lid of each valve box. Letter and number size shall be no smaller than 1 inch and no greater in size than 1 1/2 inches. Depth of branding shall be no more than 1/8 inch into valve box lid. K. Gate Valves - Install where shown on Drawings as detailed. L. Sprinkler Heads - Install sprinkler heads where designated on Drawings or where staked. Set to finish as detailed. Spacing of heads shall not exceed the maximum indicated on Drawing unless re-staked as directed by Consultant. In no case shall the spacing exceed maximum recommended by manufacturer. Install heads on swing joints or riser assemblies as detailed. Adjust part circle heads for proper coverage. Adjust heads to correct height after sod is installed. Plant placement shall not interFere with intended sprinkler head coverage, piping, or other equipment. Consultant may request nozzle changes or adjustments without additional cost to the Owner. M. Backflow Preventer- Install as detailed at location designated on Drawings. N. Backfilling - Do not begin backfilling operations until required system tests have been completed. Backfill shall not be done in freezing weather except with review by Consultant. Leave trenches slightly mounded to allow for settlement after backfilling is completed. Trenches shall be finish graded prior to walk- through of system by Consultant. 1. Materials - Excavated material is generally considered satisfactory for backfill purposes. Backfill material shall be free of rubbish, vegetable matter, frozen materials, and stones larger than 1 inch in maximum dimension. Do not mix subsoil with topsoil. Material not suitable for backfill shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable or not sufficient to meet backfill, compaction, and final grade requirements. 2. Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations. 3. Compact backfill to 90°/o maximum density, determined in accordance with ASTM D155-7 utilizing the following methods: a. Mechanical tamping. b. Puddling or ponding. Puddling or ponding and/or jetting is prohibited within 20'-0" of building or foundation walls. O. Piping Under Paving: 1. Provide for a minimum cover of 18 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping installed under asphaltic concrete or concrete paving. 2. Piping located under areas where asphalt or concrete paving will be installed shall be bedded with sand (a layer 6" below pipe and 6" above pipe). IRRIGATION 02815-13 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 3. Compact backfill material in 6" lifts at 90% maximum density determined in accordance with ASTM D155-7 using manual or mechanical tamping devices. 4. Set in place, cap, and pressure test all piping under paving, in presence of Owner prior to backfilling and paving operations. 5. Piping under existing walks or concrete pavement shall be done by jacking, boring, or hydraulic driving, but where cutting or breaking of walks and/or concrete is necessary, it shall be done and replaced at not cost to Owner. Obtain permission to cut or break walks and/or concrete from Owner. P. Water Supply and Point of Connection - Water supply shall be extended as shown from water supply lines. 3.6 FIELD QUALITY CONTROL A. Flushing - After piping, risers, and valves are in place and connected, but prior to installation of sprinkler heads, quick coupler assemblies, and hose valves, thoroughly flush piping system under full head of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthermost valves. Cap risers after flushing. B. Pressure Testing - Conduct test in presence of Consultant. Arrange for presence of Consultant 48 hours in advance of testing. Supply force pump and all other test equipment. Compressed air shall not be used for pressure testing system. 1. After backfilling, and installation of all control valves, fill pressure supply line with water, and pressurize to 40 PSI over the designated static pressure or 120 PSI, whichever is greater, for a period of 2 hours. 2. Leakage, Pressure Loss - Test is acceptable if no loss of pressure is evident during the test period. 3. Leaks - Detect and repair leaks. 4. Retest system until test pressure can be maintained for duration of test. 5. Before final acceptance, pressure supply line shall remain under pressure for a period of 48 hours. 6. Pressure test shall be scheduled and passed prior to scheduling of Substantial Completion Walk-through. C. Walk-Through for Substantial Completion: 1. Arrange for Consultant's presence 48 hours in advance of walk-through. 2. Entire system shall be completely installed and operational prior to scheduling of walk-through. 3. Operate each zone in its entirety for Consu�tant at time of wa�k-through and additionally, open all valve boxes if directed. 4. Generate a list of items to be corrected prior to Final Completion. 5. Furnish all materials and perForm all work required to correct all inadequacies of coverage due to deviations from Contract Documents. 6. During walk-through, expose all drip emitters under operations for observation by Consultant to demonstrate that they are performing and installed as designed, prior to placing of all mulch material. Schedule IRRIGATION 02815-14 DHM Design Denver, CO STRATA VAIL 100% CONSTRUCTION DOCUMENTS VAIL, COLORADO JULY 15, 2014 separate walk-through if necessary. 7. Supply Consultant with prints of irrigation as-builts prior to scheduling substantial completion walk-through. D. Walk-Through for Final Completion: 1. Arrange for Consultant's presence 48 hours in advance of walk-through. 2. Show evidence to Consultant that Owner has received all accessories, charts, record drawings, and equipment as required before Final Completion walk-through is scheduled. 3. Operate each zone, in its entirety for Consultant at time of walk-through to insure correction of all incomplete items. 4. Items deemed not acceptable by Consultant shall be reworked to complete satisfaction of Consultant. 5. If after request to Consultant for walk-through for Final Completion of irrigation system, Consultant finds items during walk-through which have not been properly adjusted, reworked, or replaced as indicated on list of incomplete items from previous walk-through, Contractor shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor, in amount equal to additional time and expenses required by Consultant to conduct and document further walk-throughs as deemed necessary to insure compliance with Contract Documents. 3.7 ADJUSTING - Upon completion of installation, fine-tune entire system by adjusting patterns and break-up pins, and setting pressure reducing valves at proper and similar pressure to provide optimum and efficient coverage. F�ush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. Heads of same type shall be operating at same pressure +/- 10%. A. If it is determined that irrigation adjustments will provide proper coverage, and improved water distribution as determined by Consultant, contractor shall make such adjustments prior to Final Acceptance, as directed, at no additional cost to Owner. Adjustments may also include changes in nozzle sizes, degrees of arc, and control valve throttling. B. All sprinkler heads shall be set perpendicular to finish grade unless otherwise noted on Construction Plans or directed by Consultant. C. Areas which do not conform to designated operation requirements due to unauthorized changes or poor installation practices shall be immediately corrected at no additional cost to the Owner. 3.8 CLEANING - Maintain continuous cleaning operation throughout duration of work. Dispose of, off-site at no additional cost to Owner, all trash or debris generated by installation of irrigation system. END OF SECTION IRRIGATION 02815-15 DHM Design Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 04860 - STONE MASONRY PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following applications of stone masonry: 1. Anchored to cold-formed metal framing and sheathing. 2. Coping and Trim units. B. Related Sections: 1. Division 1 Section "Quality Control" for Exterior Envelope Mockup incorporating stone masonry. 2. Division 3 Section "Cast-in-Place Concrete" for dovetail slots in concrete for anchoring stone. 3. Division 4 Section "Masonry Accessories, Anchorage and Reinforcement" for concealed and through-wall flashing and miscellaneous accessories. 4. Division 4 Section "Dimension Stone Cladding" for suspended stone at soffits and other locations set with individual anchors. 5. Division 7 Section "Sheet Metal Flashing and Trim" for exposed sheet metal flashing. C. Products installed, but not furnished, in this Section include: 1. Steel lintels for stone masonry specified in Division 5 Section "Metal Fabrications." D. Refer to Structural Drawings and Notes for veneer anchorage general materials and systems as applicable to this Section. SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: 1. For each stone type indicated. Include at least three samples in each set for each type of stone, exhibiting extremes of the full range of color and other visual characteristics expected in completed Work. Samples will establish the standard by which stone provided will be judged. C. List of Materials Used in Constructing Mockups: List generic product names together with manufacturers, manufacturers' product names, sources of supply, and other information as required to identify materials used. Include mix proportions for mortar and source of aggregates. 1. Submittal is for information only. Neither receipt of list nor approval of mockups constitutes approval of deviations from the Contract Documents unless such deviations are specifically brought to the attention of Architect and approved in writing. STONE MASONRY 04860 - 1 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 D. Qualification Data: For qualified Installer. 1.3 QUALITY ASSURANCE A. Source Limitations for Stone: Obtain each variety of stone, from one quarry with resources to provide materials of consistent quality in appearance and physical properties. B. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate. C. Preinstallation Conference: Conduct conference at Project site . 1.4 DELIVERY, STORAGE, AND HANDLING A. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. B. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. C. Deliver preblended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a metal dispensing silo with weatherproof cover. D. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.5 PROJECT CONDITIONS A. Protection of Stone Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed stone masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. B. Stain Prevention: Immediately remove mortar and soil to prevent them from staining the face of stone masonry. 1. Protect base of walls from rain-splashed mud and mortar splatter by coverings spread on the ground and over the wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge at end of each day to prevent rain from splashing mortar and dirt on completed stone masonry. STONE MASONRY 04860 - 2 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace stone masonry damaged by frost or freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning. D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1.6 COORDINATION A. Advise installers of other work about specific requirements for placement of reinforcement, veneer anchors, flashing, and similar items to be built into stone masonry. PART 2 - PRODUCTS 2.1 SANDSTONE A. Variety and Source: Subject to compliance with requirements, Match the following: 1. Stone Type No. 1: Vogelman Associates, Inc; "Colorado Buff Strip Stone". 2. Stone Type No. 2: Vogelman Associates, Inc; "Vogelman Brown Chopped Stone". B. Match Architect's samples for color, finish, and other stone characteristics relating to aesthetic effects. C. Thickness: As indicated. D. Provide window sills and other trim pieces as indicated in the Drawings. 2.2 MORTAR MATERIALS A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated. 1. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to ASTM C 114. B. Hydrated Lime: ASTM C 207, Type S. C. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or III, and hydrated lime complying with ASTM C 207. D. Aggregate: ASTM C 144 and as follows: STONE MASONRY 04860 - 3 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. For pointing mortar, use aggregate graded with 100 percent passing No. 16 sieve. E. Water: Potable. 2.3 VENEER ANCHORS A. Materials: 1. Hot-Dip Galvanized-Steel Wire: ASTM A 82, with ASTM A 153/A 153M, Class B-2. D. Adjustable, Screw-Attached Veneer Anchors: At Cold Form Metal Framing: Sheet metal plate, 1 1/4 inches wide by 6 inch long, with screw holes top and bottom; top and bottom ends bent to form pronged legs of lenght to match thickness of insulation or sheathing; and raised rib-stiffened strap, 5/8 inch wide by 6 inch long, stamped into center to provide a slot between strap and plate for inserting wire tie. Provide anchor manufacturer's standard, self adhering, modified bituminous gaskets manufactured to fit behind anchor plate and extend beyond pronged legs. : 1. Products: Basis of Design Product: a. Hohmann & Barnard, Inc.; "X-Seal Anchor" with X-seal tape E. Adjustable, Screw-Attached Veneer Anchors: At Concrete Substrate: Zinc alloy barrel section with flanged, gasketed head with eye and corrosion-resistive, self-drilling screw. Eye designed to receive wire tie and to serve as head for drilling fastener into framing. Barrel length to suit substrate thickness, allowing screw to seat directly against face of substrate with flanges head covering hole in substrate: 1. Products: Basis of Design Product: a. Hohmann & Barnard, Inc.; "Concrete Seal Tie". 2.4 STONE TRIM ANCHORS A. Stone Trim Anchors: Units fabricated with tabs or dowels designed to engage kerfs or holes in stone trim units and holes for fasteners or postinstalled anchor bolts for fastening to substrates or framing as indicated. B. Materials: Fabricate anchors from stainless steel, ASTM A 240/A 240M, Type 304. Fabricate dowels from stainless steel, ASTM A 276, Type 304. C. Fasteners for Stone Trim Anchors: Annealed stainless-steel bolts, nuts, and washers; ASTM F 593 for bolts and ASTM F 594 for nuts, Alloy Group 1. STONE MASONRY 04860 -4 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2.5 MORTAR MIXES A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride. 2. Limit cementitious materials in mortar to portland cement and lime. 3. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together before adding water. Then mix again, adding only enough water to produce a damp, unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this dampened condition for one to two hours. Add remaining water in small portions until mortar reaches desired consistency. Use mortar within 30 minutes of final mixing; do not retemper or use partially hardened material. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in the form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Stone Masonry: Comply with ASTM C 270, Proportion Specification. 1. Mortar for Setting Stone: Type N. 2. Mortar for Pointing Stone: Type N . 2.6 FABRICATION A. Fabricate stone to comply with sizes, shapes, and tolerances recommended by applicable stone association or, if none, by stone source, for faces, edges, beds, and backs. B. Cut and select stone to produce pieces of thickness, size, and shape indicated, including details on Drawings. Dress joints (bed and vertical) straight and at right angle to face unless otherwise indicated. C. Cut and drill sinkages and holes in stone for anchors and supports. D. Carefully inspect stone at quarry or fabrication plant for compliance with requirements for appearance, material, and fabrication. Replace defective units before shipment. 1. Clean sawed backs of stone to remove rust stains and iron particles. 2. Thickness of Stone: Provide thickness indicated. E. Shape stone for type of masonry (pattern) as follows: 1. Patterns as indicated on Drawings. F. Finish exposed faces and edges of stone to comply with requirements indicated for finish and to match approved samples and mockups. 4. Finish for Copings and Trim: Smooth. STONE MASONRY 04860 - 5 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2.7 RAINSCREEN DRAINAGE MAT A. Acceptable Manufacturer: Keene Building Products; PO Box 241353, Mayfield Heights, Ohio 44124. Toil Free Tel: (877) 514-5336, Tel: (440) 605-1020. Fax: (440) 605-1120. Email: info@keeneBuilding.com. Web: http://www.KeeneBuilding.com. 1. Product: Driwall Rainscreen 10mm as manufactured by Keene Building Products. a. Physical Characteristics: Three-dimensional mat heat laminated to a non- woven lightweight, vapor permeable fabric. The monofilament mat is heat welded at the junctions to form a resilient structure that isolates veneer from the back-up. 1) 0.40 inches (10 mm) thick. 2) 18.9 oz/sq. yd. (641 g/sq m) total weight. 3) 48 inches (122 cm) wide. 4) 45 feet (13.7 m) roll length. b. Performance: 1) Drainage of moisture and ventilation between veneer and back-up support. 2. Material: UV stabilized polypropylene. 3. Class A flame spread per ASTM E84. 4. ASTM ASTM E 2273 - Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies. 5. Hydrophobic compound. 6. Resistant to chemicals. 7. Does not support mold growth. 8. Application: Behind stone masonry with insulation. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces indicated to receive stone masonry, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine wall framing, sheathing, and weather-resistant sheathing paper to verify that stud locations are suitable for spacing of veneer anchors and that installation will result in a weatherproof covering. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Accurately mark stud centerlines on face of weather-resistant sheathing paper before beginning stone installation. B. Coat concrete and unit masonry backup with asphalt dampproofing. STONE MASONRY 04860 - 6 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 C. 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. 3.3 INSTALLTION OF DRAINAGE MAT A. Install building paper or house wrap and flashing to manufactures' recommendations. B. Install only as much drainage mat as will be covered by the brick each day. Wall ties can be installed through the drainage mat material. C. Place drainage mat horizontally against exterior wall fabric side out, entangled core to the building interior. Starting at the bottom of the wall, position the first piece of drainage mat where the bottom edge of the brick will meet the ledger board. D. Mechanically fasten with a staple hammer, large head nail or washer and screw one fastener for each square foot (0.1 sq. m). When installing over concrete or block back-up walls that do not accept mechanical fasteners hold in place with small dabs of glue every 2.0 feet (0.61 m). Do not fasten through flashing. E. Seam adjacent piece with the selvage edge overlapping the top of the lower drainage mat piece. F. Install brick according to Brick Institute of America or manufacturer recommendation leaving an open head joint every 2.0 feet (0.61 m). G. Provide vents to provide open head joints during construction. 3.4 SETTING OF STONE MASONRY, GENERAL A. Perform necessary field cutting and trimming as stone is set. B. Sort stone before it is placed in wall to remove stone that does not comply with requirements relating to aesthetic effects, physical properties, or fabrication, or that is otherwise unsuitable for intended use. C. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance. D. Set stone to comply with requirements indicated on Drawings. Install supports, fasteners, and other attachments indicated or necessary to secure stone masonry in place. Set stone accurately in locations indicated with edges and faces aligned according to established relationships and indicated tolerances. E. Maintain uniform joint widths except for variations due to different stone sizes and where minor variations are required to maintain bond alignment if any. Lay walls with joints not less than 1/4 inch at narrowest points or more than 1/2 inch at widest points. F. Provide sealant joints of widths and at locations indicated. STONE MASONRY 04860 - 7 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. Keep sealant joints free of mortar and other rigid materials. 2. Sealing joints is specified in Division 7 Section "Joint Sealants." 3.5 FLASHING AND WEEP HOLES A. General: Install embedded flashing and weep holes in stone masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated. B. Install flashing as follows, unless otherwise indicated: 1. Prepare surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as recommended by flashing manufacturer. 2. At masonry-veneer walls, extend flashing through veneer, across joint or space behind veneer, and up face of sheathing at least 8 inches. Mechanically anchor top edge of flashing through sheathing to studs. 3. Seal top edge of flashing within masonry cavity with continuous rubberized asphalt flashing. 4. At lintels , extend flashing a minimum of 6 inches into masonry at each end. At heads and sills, extend flashing 6 inches at ends and turn up not less than 2 inches to form end dams. C. Install weep holes in head joints in exterior wythes of first course of masonry immediately above embedded flashing and as follows: 1. Use wicking material to form weep holes above flashing under brick sills. Turn wicking down at lip of sill to be as inconspicuous as possible. 2. Space weep holes 24 inches o.c., unless otherwise indicated. 3. Trim wicking material flush with outside face of wall after mortar has set. 3.6 CONSTRUCTION TOLERANCES A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch in 40 feet or more. For external corners, expansion joints, control joints, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or more. B. Variation from Level: For bed joints and lines of exposed lintels, sills, parapets, horizontal grooves, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or more. C. Variation of Linear Building Line: For position shown in plan, do not exceed 1/2 inch in 20 feet or 3/4 inch in 40 feet or more. D. Variation in Mortar-Joint Thickness: Do not vary from joint size range indicated. STONE MASONRY 04860 - 8 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3.7 INSTALLATION OF ANCHORED STONE MASONRY A. Anchor stone masonry to stud framing with wire mesh and loop system indicated. Reference Structural drawings for additional information. B. Embed veneer anchors in mortar joints of stone masonry as indicated, and with at least 5/8- inch cover on outside face. C. Space anchors as indicated. Install additional anchors within 12 inches of openings and at intervals, not exceeding 8 inches, around perimeter. D. Anchor stone copings and trim with stone trim anchors where indicated. Install anchors by fastening to substrate and inserting tabs and dowels into kerfs and holes in stone units. Provide compressible filler in ends of dowel holes and bottoms of kerfs to prevent end bearing of dowels and anchor tabs on stone. Fill remainder of anchor holes and kerfs with mortar. E. Set stone in full bed of mortar with full head joints unless otherwise indicated. Build anchors into mortar joints as stone is set. F. Fill collar joint with grout as stone is set. G. Rake out joints for pointing with mortar to depth of not less than 1/2 inch before setting mortar has hardened. Rake joints to uniform depths with square bottoms and clean sides. 3.8 POINTING A. Prepare stone-joint surfaces for pointing with mortar by removing dust and mortar particles. Where setting mortar was removed to depths greater than surrounding areas, apply pointing mortar in layers not more than 3/8 inch deep until a uniform depth is formed. B. Point stone joints by placing and compacting pointing mortar in layers not more than 3/8 inch deep. Compact each layer thoroughly and allow to become thumbprint hard before applying next layer. C. Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce the following joint profile: 1. Joint Profile: Concave. 3.9 ADJUSTING AND CLEANING A. Remove and replace stone masonry of the following description: 1. Broken, chipped, stained, or otherwise damaged stone. Stone may be repaired if methods and results are approved by Architect. 2. Defective joints. 3. Stone masonry not matching approved samples and mockups. 4. Stone masonry not complying with other requirements indicated. STONE MASONRY 04860 - 9 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 B. Replace in a manner that results in stone masonry matching approved samples and mockups, complying with other requirements, and showing no evidence of replacement. C. In-Progress Cleaning: Clean stone masonry as work progresses. Remove mortar fins and smears before tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean stone masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on mockup; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before cleaning stone masonry. 3. Clean stone masonry by bucket and brush hand-cleaning method described in BIA Technical Note No. 20 Revised II, using job-mixed detergent solution. 3.10 EXCESS MATERIALS AND WASTE A. Excess Stone: Stack excess stone where directed by Owner for Owner's use. B. Disposal as Fill Material: Dispose of clean masonry waste, including mortar and excess or soil-contaminated sand, by crushing and mixing with fill material as fill is placed. 1. Crush masonry waste to less than 4 inches in greatest dimension. 2. Mix masonry waste with at least two parts of specified fill material for each part of masonry waste. Fill material is specified in Division 2 Section "Earthwork." 3. Do not dispose of masonry waste as fill within 18 inches of finished grade. C. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above, and other waste, and legally dispose of off Owner's property. END OF SECTION 04860 STONE MASONRY 04860 - 10 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 07131 - SELF-ADHERING SHEET WATERPROOFING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Pre-applied sheet membrane waterproofing 2. Self-adhering sheet waterproofing 3. Molded-sheet drainage panels / integral base drain. 4. Insulation. B. Related Sections include the following: 1. Division 7 Section "Joint Sealants" for joint-sealant materials and installation. 1.2 SUBMITTALS A. Product Data: Include manufacturer's written instructions for evaluating, preparing, and treating substrate, technical data, and tested physical and performance properties of waterproofing. B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and cracks, sheet flashings, penetrations, inside and outside corners, tie-ins with adjoining waterproofing, and other termination conditions. C. Samples: For the following products: 1. 12-by-12-inch square of waterproofing and flashing sheet. 2. 12-by-12-inch square of insulation. 3. 4-by-4-inch square of drainage panel. D. Installer Certificates: Signed by manufacturers certifying that installers comply with requirements. E. Qualification Data: For Installer. F. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for waterproofing. G. Warranties: Special warranties specified in this Section. 1.3 QUALITY ASSURANCE A. Installer Qualifications: A firm that is approved or licensed by waterproofing manufacturer for installation of waterproofing required for this Project. SELF-ADHERING SHEET WATERPROOFING 07131 - 1 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 B. Source Limitations: Obtain waterproofing materialsand molded-sheet drainage panels through one source from a single manufacturer. C. Mockups: Before beginning installation, install waterproofing to 100 sq. ft. wall to demonstrate surface preparation, crack and joint treatment, corner treatment, and execution quality 1. If Architect determines mockups do not comply with requirements, reapply waterproofing until mockups are approved. 2. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. D. Preinstallation Conference: Conduct conference at Project site. 1. Review waterproofing requirements including surface preparation, substrate condition and pretreatment, minimum curing period, forecasted weather conditions, special details and sheet flashings, installation procedures, testing and inspection procedures, and protection and repairs. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver liquid materials to Project site in original packages with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged packages in a clean, dry, protected location and within temperature range required by waterproofing manufacturer. C. Remove and replace liquid materials that cannot be applied within their stated shelf life. D. Store rolls according to manufacturer's written instructions. E. Protect stored materials from direct sunlight. 1.5 PROJECT CONDITIONS A. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or wet substrate. 1. Do not apply waterproofing in snow, rain, fog, or mist. B. Maintain adequate ventilation during preparation and application of waterproofing materials. 1.6 WARRANTY A. Special Manufacturer's Warranty: Manufacturer's standard form in which manufacturer agrees to replace waterproofing material that does not comply with requirements or that fails to remain watertight within specified warranty period. SELF-ADHERING SHEET WATERPROOFING 07131 - 2 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. Warranty does not include failure of waterproofing due to failure of substrate prepared and treated according to requirements or formation of new joints and cracks in substrate exceeding 1/16 inch in width. 2. Warranty Period: Ten years from date of Substantial Completion. B. Special Installer's Warranty: Specified form, signed by Installer, covering Work of this Section, for warranty period of twoyears. PART 2 - PRODUCTS 2.1 PRE-APPLIED SHEET MEMBRANE WATERPROOFING A. Pre-applied Integrally Bonded Sheet Waterproofing Membrane: Preprufe° 200 Membrane by Grace Construction Products, a composite sheet membrane comprising 0.5 mm (0.020 in.) of high density polyethylene film, and layers of specially formulated synthetic adhesive layers. The membrane shall form an integral and permanent bond to poured concrete to prevent water migration at the interface of the membrane and structural concrete. Provide membrane with the following physical properties: Property Test Method Typical Value Color White Film Thickness ASTM D 3767 Method A 0.5 mm 0.020 in. nominal Low Temperature Flexibility ASTM D 1970 Unaffected at -23°C (- 10°F) Elon ation ASTM D 412 Modified >300% Crack Cycling at -23°C (- ASTM C 836 Unaffected 10°F), 100 Cycles Tensile Strength, Film ASTM D 412 27.6 MPa (4,000 Ibs/in. ) minimum Peel Adhesion to Concrete ASTM D 903 Modified2 880 N/m 5.0 Ibs/in. Resistance to Hydrostatic ASTM D 5385 Modified 10 m (30 ft) minimum Head Puncture Resistance ASTM E 154 600 N (135 Ibs) minimum Permeance ASTM E 96 Method B <0.6 ng/m sPa (0.01 perms) Water Absorption ASTM D 570 <0.5% B. Pre-applied Integrally Bonded Sheet Waterproofing Membrane (Below Elevator Slab): Preprufe° 300R Membrane by Grace Construction Products, a 1.2mm (0.046 in) nominal thickness composite sheet membrane comprising 0.8 mm (0.030 in.) of high density polyethylene film, and �ayers of specially formulated synthetic adhesive layers. The membrane shall form an integral and permanent bond to poured concrete to prevent water migration at the interface of the membrane and structural concrete. Provide membrane with the following physical properties: Property Test Method Typical Value Color White Thickness ASTM D 3767 Method A 1.2 mm (0.046 in.) nominal Lateral Water Migration ASTM D 5385 Modified Pass at 71 m (231 ft) of Resistance hydrostatic head pressure Low Temperature Flexibility ASTM D 1970 Unaffected at -29°C (- SELF-ADHERING SHEET WATERPROOFING 07131 - 3 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 20°F) Elongation ASTM D 412 Modified 500% Crack Cycling at-23°C (- ASTM C 836 Unaffected, Pass 9.4°F), 100 Cycles Tensile Strength, film ASTM D 412 27.6 MPa (4,000 Ibs/in. ) Peel Adhesion to Concrete ASTM D 903 Modified 880 N/m (5.0 Ibs/in.) La Adhesion ASTM D 1876 Modified 880 N/m 5.0 Ibs/in. Resistance to Hydrostatic ASTM D 5385 Modified5 71 m (231 ft) Head Puncture Resistance ASTM E 154 990 N (221 Ibs) Permeance ASTM E 96 Method B 0.6 ng/Pa X s X m (0.01 perms) Water Absorption ASTM D 570 0.5% 2.2 SELF-ADHERING SHEET WATERPROOFING A. Sheet Membrane Waterproofing System (Below Grade Elevator Pit Walls): Bituthene0 System 4000 Membrane by Grace Construction Products; a self-adhesive, cold-applied composite sheet consisting of a thickness of 1.4 mm (0.056 in.) of rubberized asphalt and 0.1 mm (0.004 in.) of cross-laminated, high density polyethylene film specially formulated for use with water-based surface conditioner. Provide rubberized asphalt membrane covered with a release sheet which is removed during installation. No special adhesive or heat shall be required to form laps. Property Test Method Typical Value Color Dark ra -black Thickness ASTM D 3767 Method A 1.5 mm 0.060 in. nominal Flexibility, 180° bend over ASTM D 1970 Unaffected 25 mm (1 in.) mandrel at -43°C -45°F Tensile Strength, Mem- ASTM D 412 Modified' 2240 kPa (325 Ibs/in.2) brane minimum Die C Tensile Strength, Film ASTM D 882 Modified 34.5 MPa (5,000 Ibs/in. ) minimum Elongation, Ultimate Failure ASTM D 412 Modified 300°/o minimum of Rubberized Asphalt Crack Cycling at-32°C (- ASTM C 836 Unaffected 25°F), 100 Cycles Lap Adhesion at Minimum ASTM D 1876 Modified 880 N/m (5 Ibs/in.) Application Temperature Peel Stren th ASTM D 903 Modified 1576 N/m 9 Ibs/in. Puncture Resistance, ASTM E 154 222 N (50 Ibs) minimum Membrane Resistance to Hydrostatic ASTM D 5385 70 m (231 ft) of water Head Permeance ASTM E 96, 2.9 ng/m sPa Section 12 —Water Method (0.05 perms) maximum Water Absorption ASTM D 570 0.1% maximum SELF-ADHERING SHEET WATERPROOFING 07131 -4 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2.3 AUXILIARY MATERIALS A. General: Furnish auxiliary materials recommended by waterproofing manufacturer for intended use and compatible with sheet waterproofing. 1. Furnish liquid-type auxiliary materials that comply with VOC limits of authorities having jurisdiction. B. Primer: Liquid primer recommended for substrate by manufacturer of sheet waterproofing material. C. Substrate Patching Membrane: Low-viscosity, two-component, asphalt-modified coating. D. Mastic, Adhesives, and Tape: Liquid mastic and adhesives, and adhesive tapes recommended by waterproofing manufacturer. 1. Detail Tape: Two-sided, pressure-sensitive, self-adhering reinforced tape, 4-1/2 inches wide, with a tack-free protective adhesive coating on one side and release film on self-adhering side. E. Metal Termination Bars: Aluminum bars, approximately 1 by 1/8 inch thick, predrilled at 9- inch centers. 2.4 MOLDED-SHEET DRAINAGE PANELS A. Nonwoven-Geotextile-Faced, Molded-Sheet Drainage Panel: Manufactured composite subsurface drainage panels consisting of a nonwoven, needle-punched geotextile facing with an apparent opening size not exceeding No. 70 sieve laminated to one side witha polymeric film bonded to the other side of a studded, nonbiodegradable, molded-plastic- sheet drainage core, with a vertical flow rate of 9 to 15 gpm per ft.. B. Basis of Design: Subject to compliance with requirements, provide the following: 1. Grace, W. R. & Co.; Hydroduct 220. C. Pre-fabricated soil sheet drain. 1. AMERDRAIN: Total- Drain; prefabricated base drain. D. Pre- fabricated T-connectors 2.5 INSULATION A. Board Insulation: Extruded-polystyrene board insulation complying with ASTM C 578, square or shiplap edged. 1. Type IV, 25-psi minimum compressive strength. SELF-ADHERING SHEET WATERPROOFING 07131 - 5 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 SURFACE PREPARATION A. Refer to manufacturer's literature for requirements for preparation of substrates. Surfaces shall be structurally sound and free of voids, spalled areas, loose aggregate and sharp protrusions. Remove contaminants such as grease, oil and wax from exposed surfaces. Remove dust, dirt, loose stone and debris. Use repair materials and methods which are acceptable to manufacturer of sheet membrane waterproofing. B. Cast-In-Place Concrete Substrates: 1. Do not proceed with installation until concrete has properly cured and dried (minimum 7 days for normal structural concrete and minimum 14 days for lightweight structural concrete). 2. Fill form tie rod holes with concrete and finish flush with surrounding surface. 3. Repair bugholes over 13 mm (0.5 in.) in length and 6 mm (0.25 in.) deep and finish flush with surrounding surface. 4. Remove scaling to sound, unaffected concrete and repair exposed area. 5. Grind irregular construction joints to suitable flush surface. 6. Masonry Substrates: Apply waterproofing over concrete block and brick with smooth trowel-cut mortar joints or parge coat. 7. Related Materials: Treat joints and install flashing as recommended by waterproofing manufacturer. C. Horizontal Surfaces - The substrate must be free of loose aggregate and sharp protrusions. Avoid curved or rounded substrates. When installing over earth or crushed stone, ensure substrate is well compacted to avoid displacement of substrate due to traffic or concrete pour. The surface does not need to be dry, but standing water must be removed. 3.3 INSTALLATION, HORIZONTAL APPLICATIONS (Pre-Applied Sheet Membrane Waterproofing) A. Strictly comply with installation instructions in manufacturer's published literature, including but not limited to, the following: 1. Place the membrane HDPE film side to the substrate with the clear plastic release liner facing towards the concrete pour. End laps should be staggered to avoid a build-up of layers. 2. Leave the plastic release liner in position until overlap procedure is completed. SELF-ADHERING SHEET WATERPROOFING 07131 - 6 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3. Accurately position succeeding sheets to overlap the previous sheet 3 in. (75 mm) along the marked selvedge. Ensure the underside of the succeeding sheet is clean, dry and free from contamination before attempting to overlap. 4. Peel back the plastic release liner from between the overlaps as the two layers are bonded together. Ensure a continuous bond is achieved without creases and roll firmly with a heavy roller. 5. Completely remove the plastic liner to expose the protective coating. Any initial tack will quickly disappear. 3.4 INSTALLATION, VERTICAL APPLICATIONS (Pre-Applied Sheet Membrane Waterproofing) A. Substrates shall be smooth and sound. Substrates shall include Hydroduct° 220 Drainage Composites by Grace Construction Products. B. Strictly comply with installation instructions in manufacturer's published literature, including but not limited to, the following: 1. Apply membrane with the HDPE film facing the prepared soil retention system (wood lagging, sheet piling, gunite, shotcrete, etc.). - Mechanically fasten the membrane vertically using fasteners appropriate to the substrate with the printed coated side facing towards the concrete pour. The membrane may be installed in any convenient length. 2. Secure the top of the membrane using a batten such as a termination bar or fixing 50mm (2 in.) below the top edge. Working downwards, fastenings should be made through the overlap area at maximum 0.5m (20 in) on center so that the membrane lays flat without openings. Immediately remove the plastic release liner. 3. Accurately position succeeding sheets to overlap the previous sheet 75mm (3in) along the marked lap line. Ensure the membrane lays flat without any openings. All vertical seams and horizontal end-laps should be treated using Grace's Preprufe Tape. Preprufe Tape LT (for temperatures between 25°F (-4°C) and 86°F (30°C)) and Preprufe Tape HC (for use in Hot Climates, minimum 50°F (10°C)) 3.5 SHEET WATERPROOFING APPLICATION (Self Adhering Sheet Waterproofing) A. Install sheets according to manufacturer's written instructions. B. Place and secure molded-sheet drainage panels over substrate. Lap edges and ends of geotextile to maintain continuity. C. Vertical Applications: Install adhesive-coated HDPE sheet with HDPE face against substrate. Accurately align sheets and maintain uniform 3-inch- minimum lap widths and end laps. Overlap and seal seams and stagger and tape end laps to ensure watertight installation. Mechanically fasten to substrate. 1. Securely fasten top termination of inembrane with continuous metal termination bar anchored into substrate and cover with detailing tape. SELF-ADHERING SHEET WATERPROOFING 07131 - 7 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 D. Corners: Seal lapped terminations and cut edges of sheet waterproofing at inside and outside corners with detail tape. E. Seal penetrations through sheet waterproofing to provide watertight seal with detail tape patches or wraps and a liquid-membrane troweling. F. Install sheet waterproofing and auxiliary materials to produce a continuous watertight tie into adjacent waterproofing. G. Repair tears, voids, and lapped seams in waterproofing not complying with requirements. Tape perimeter of damaged or nonconforming area extending 6 inches beyond repaired areas in all directions. Apply a patch of sheet waterproofing and firmly secure with detail tape. H. Correct deficiencies in or remove waterproofing that does not comply with requirements; repair substrates, reapply waterproofing, and repair sheet flashings. 3.6 MOLDED-SHEET DRAINAGE PANEL INSTALLATION A. Place and secure molded-sheet drainage panels, with geotextile facing away from wall or deck substrate, according to manufacturer's written instructions. Use adhesives that do not penetrate waterproofing. Lap edges and ends of geotextile to maintain continuity. Protect installed molded-sheet drainage panels during subsequent construction. B. Integrate molded-sheet drainage panel with pre-fabricated base drain as per manufacture recommendation. 3.7 INSULATION INSTALLATION A. Install one or more layers of board insulation to achieve required thickness and R value over waterproofed surfaces. Cut and fit to within 3/4 inch of projections and penetrations. B. On vertical surfaces, set insulation units in adhesive or tape applied according to manufacturer's written instructions. 3.8 FIELD QUALITY CONTROL A. Engage a full-time site representative qualified by waterproofing membrane manufacturer to inspect substrate conditions; surface preparation; membrane application, flashings, protection, and drainage components; and to furnish daily reports to Architect. 3.9 PROTECTION AND CLEANING A. Protect waterproofing from damage and wear during remainder of construction period. B. Protect installed board insulation from damage due to UV light, harmful weather exposures, physical abuse, and other causes. Provide temporary coverings where insulation will be SELF-ADHERING SHEET WATERPROOFING 07131 - 8 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. C. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07131 SELF-ADHERING SHEET WATERPROOFING 07131 - 9 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 07460 - SIDING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Fiber-cement siding. 2. Fiber-cement soffit with battens. 3. Water resistive air barrier B. Related Sections: 1. Division 1 Section "Quality Control" for Exterior Envelope Mockup incorporating siding. 2. Division 6 Section "Rough Carpentry" for wood furring, grounds, nailers, and blocking. 3. Division 6 Section "Sheathing" for wall sheathing and weather-resistive barriers. 4. Division 9 Section "Painting" 1.2 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. B. Samples for Verification: For each type, color, texture, and pattern required. 1. 24-inch- wide-by-36-inch- high Sample panel of siding assembled on plywood backing. 2. 12-inch- long-by-actual-width Sample of soffit. 3. 12-inch- long-by-actual-width Samples of trim and accessories. C. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for fiber-cement siding. D. Research/Evaluation Reports: For each type of siding required, from the ICC E. Maintenance Data: For each type of siding, soffit, and related accessories to include in maintenance manuals. F. Warranty: Sample of special warranty. 1.3 QUALITY ASSURANCE A. Labeling: Provide fiber-cement siding that is tested and labeled according to ASTM C 1186 by a qualified testing agency acceptable to authorities having jurisdiction. SIDING 07460 - 1 OOZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 B. Source Limitations: Obtain each type, color, texture, and pattern of siding and soffit, including related accessories, from single source from single manufacturer. C. Preinstallation Conference: Conduct conference at Project site. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store materials in a dry, well-ventilated, weathertight place. 1.5 COORDINATION A. Coordinate installation with flashings and other adjoining construction to ensure proper sequencing. 1.6 WARRANTY A. Special Warranty: Standard form in which manufacturer agrees to repair or replace siding and soffit that fail(s) in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including cracking and deforming 2. Warranty Period, from date of Substantial Completion: a. Materials: 50 years. b. Installation: 2 years. PART2 - PRODUCTS 2.1 FIBER-CEMENT SIDING A. General: ASTM C 1186, Type A, Grade II, fiber-cement board, noncombustible when tested according to ASTM E 136; with a flame-spread index of 25 or less when tested according to ASTM E 84. 1. Basis-of-Design Product: Subject to compliance with requirements, provide Certainteed "Select Cedarmill" or comparable product by one of the following: a. James Hardi b. Nichiha Fiber Cement. c. "CertainTeed Corp 2. Horizontal Pattern: Boards 7-1/4 inches wide for 6 inch exposure. 3. Factory Priming: Manufacturer's standard acrylic primer. SIDING 07460 - 2 OOZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2.2 FIBER-CEMENT SOFFIT A. General: ASTM C 1186, Type A, Grade II, fiber-cement board, noncombustible when tested according to ASTM E 136; with a flame-spread index of 25 or less when tested according to ASTM E 84. 1. Basis-of-Design Product: Subject to compliance with requirements, provide, "CertainTeed Corp "WeatherBoards" (Smooth): B. Ventilation: Continuous soffit vent strip extruded from high- density polypropylene. 1. Available Product: Cor-A-Vent, Inc; S-400 Vent Strip. a. Color: As selected from manufacturer's standards. C. Factory Priming: Manufacturer's standard acrylic primer. 2.3 WATER RESISTIVE AIR BARRIER A. Weather Barrier Membrane: 1. Basis of Design: spunbonded polyolefin, non-woven, non-perforated, weather barrier is based upon DuPontT"' TyvekO CommercialWrapO and related assembly components. 2. PerFormance Characteristics: a. Air Penetration: 0.001 cfm/ft2 at 75 Pa, when tested in accordance with ASTM E2178. Type I per ASTM E1677. d0.04 cfm/ft2 at 75 Pa, when tested in accordance with ASTM E2357 b. Water Vapor Transmission: 28 perms, when tested in accordance with ASTM E96, Method B. c. Water Penetration Resistance: 280 cm when tested in accordance with AATCC Test Method 127. d. Basis Weight: 2.7 oz/yd2, when tested in accordance with TAPPI Test Method T-410. e. Air Resistance: Air infiltration at >1500 seconds, when tested in accordance with TAPPI Test Method T-460. f. Tensile Strength: 38/35 Ibs/in., when tested in accordance with ASTM D882, Method A. g. Tear Resistance: 12/10 Ibs., when tested in accordance with ASTM D1117. h. Surface Burning Characteristics: Class A, when tested in accordance with ASTM E 84. Flame Spread: 10, Smoke Developed: 10. SIDING 07460 - 3 OOZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3. Accessories: Seam tape, fasteners, sealants, primers, flashing. B. Vapor-Permeable Membrane Air Barrier: (Installed only at Horizontal Slats) 1. Primary water-resistive air barrier sheet membrane shall be RevealShieldTM Water- Resistive Vapor Permeable Air Barrier Sheet by VaproShield, a zero VOC mechanically attached water-resistive, vapor permeable air barrier sheet membrane consisting of multiple layers of UV stabilized material with integrated tape at horizontal seams, having the following properties: a. Color: Black with allowable UV exposure for 180 days total before being covered by cladding b. Air Leakage: < 0.00004 cfm/sq.ft. (0.0002 L/s/sq.m) when tested in accordance with ASTM E 2178 and < 0.000034 cfm/sq.ft. (0.00017 L/s/sq.m) when tested in accordance with ASTM E 283 c. Water Vapor Permeance tested to ASTM E 96 Method B: 42 perms (262.6 9�m2) d. Water Resistance tested to AATCC 127, 550 mm hydrostatic head for 5 hours: No leakage e. Tensile Strength tested to ASTM D 828: 44.8 Ibf/inch (68 N/mm), machine direction; 21.3 Ibf/inch (37.3 N/mm), cross-machine direction f. Application Temperature: No temperature restrictions g. Surface Burning Characteristics tested to ASTM E 84: Class A, Flame-spread index of less than 10, Smoke-development index of less than 135 h. Physical Dimensions: 0.020 inches (0.51 mm) thick and 59 inches (1.5 m) wide and 5 oz per sq. yd. (170 g/sq. m). C. Auxiliary Materials 1. General: Auxiliary materials recommended by air barrier manufacturer for intended use and compatible with air barrier membrane. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. 2. Water-resistive air barrier sealant compatible with sheet membrane shall be Dow Corning° 758, a modified silicon-based Sealant tested for compatibility with VaproShield products. 3. Water-Resistive Air Barrier Transition And Flashing Membranes a. Mechanically attached air barrier transition and flashing membrane shall be RevealFlashingT"^ by VaproShield, a Black, highly UV stable, zero VOC mechanically attached water-resistive vapor permeable membrane having the following properties: 1) RevealFlashingT"^: 6 1/2 inches or 11 3/4 inches wide x 164 feet long 2) Air Leakage: < 0.0000263 cfm/sq. ft. @ 75 Pa (0.000134 L/s/m sq @ 75 Pa) when tested in accordance with ASTM E 2178 SIDING 07460 -4 OOZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3) Water Vapor Permeance tested to ASTM E 96 Method B: 42 perms (2875ng/Pa.s.m2) 4) Water Resistance tested to AATCC 127, 550 mm hydrostatic head for 5 hours: No leakage 4. Water-resistive weather barrier batten and ventilation accessories by VaproShield shall be made of black PVC material 5. Water-Resistive Flashing And Penetration Tapes a. Tapes shall be VaproTapeT"' by VaproShield: UV stable, single sided, moisture- resistant flexible tape with adhesive backing, tested for compatibility with VaproShield products, having the following properties: 1) VaproTape UV-Resistant Black: 35 mil thick by 4 inches (102 mm) wide penetration seam tape 2) VaproAlumaTape: 20 mil thick by 4.5 inches (114 mm) and 9 inches (229 mm) wide, foil faced, UV stable, moisture-resistant flashing and membrane transition tape for use with silicone sealants 2.4 ACCESSORIES A. Siding Accessories, General: Provide starter strips, edge trim, outside and inside corner caps, and other items as recommended by siding manufacturer for building configuration. 1. Provide accessories matching color and texture of adjacent siding unless otherwise indicated. B. Basis-of-Design Product: Subject to compliance with requirements, provide, CertainTeed Corp "WeatherBoards" or comparable product by one of the following: 1. James Hardie. 2. Nichiha Fiber Cement. C. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches (32 mm), wall attachment flange of 2 inch , minimum uncoated-metal thickness of 0.018 inch (0.45 mm), and depth required to fit insulation thickness indicated. 1. Refer to Division 09 Section "Non-Load Bearing Steel Framing". D. Neoprene Rubber Stripping: Closed cell self adhering trips 1. Thickness: 1/8 inches E. Decorative Accessories: Provide the following fiber-cement decorative accessories as indicated: 1. Door and window casings 2. Fasciae. 3. Battens, moldings and trim. F. Colors for Decorative Accessories: As indicated by manufacturer's designations G. Concealed Flashings and Transitions: Provide as indicated or required at windows, doors, and other openings in siding to maintain weathertight assembly. SIDING 07460 - 5 OOZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 H. Exposed Flashing: Provide prepainted metallic- coated steel sheet flashing complying with Division 7 Section "Sheet Metal Flashing and Trim" where indicated. 1. Finish for Prepainted Metallic- Coated Steel Sheet Flashing:High-performance organic finish, color as indicated by manufacturer's designations I. Fasteners: 1. For fastening to wood, use ribbed bugle-head screws of sufficient length to penetrate a minimum of 1 inch into substrate. 2. For fastening to metal, use ribbed bugle-head screws of sufficient length to penetrate a minimum of 1/4 inch, or three screw-threads, into substrate. 3. For fastening fiber cement, use stainless-steel fasteners. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of siding and soffit and related accessories. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Install z-shaped furring vertically, with shorter flange attached to substrate, refer to manufacturers recommendation for fastener recommendation and spacing. C. Verify proper installation of insulation prior to installation of siding. 3.3 INSTALLTION WATER RESISTIVE AIR BARRIER A. Comply with manufacturers recommendations. B. Membrane: 1. Install weather barrier over exterior face of exterior wall substrate in accordance with manufacturer recommendations. 2. Install weather barrier prior to installation of windows and doors. 3. Start weather barrier installation at a building corner, leaving 6-12 inches of weather barrier extended beyond corner to overlap. 4. Install weather barrier in a horizontal manner starting at the lower portion of the wall surface with subsequent layers installed in a shingling manner to overlap lower layers. Maintain weather barrier plumb and level. SIDING 07460 - 6 OOZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 5. Sill Plate Interface: Extend lower edge of weather barrier over sill plate interface 3-6 inches. Secure to foundation with elastomeric sealant as recommended by weather barrier manufacturer. 6. Window and Door Openings: Extend weather barrier completely over openings. 7. Overlap weather barrier a. Exterior corners: minimum 12 inches. b. Seams: minimum 6 inches. 8. Weather Barrier Attachment: 9. Prepare openings and flashing according to manufacturers recommendations. 3.4 INSTALLATION OF SIDING A. General: Comply with siding and soffit manufacturer's written installation instructions applicable to products and applications indicated unless more stringent requirements apply. 1. Do not install damaged components. B. Install fiber-cement siding and soffit and related accessories. Install soffit and trim as indicated in ceiling plans and details. 1. Install fasteners no more than 24 inches o.c. C. Install joint sealants as specified in Division 7 Section "Joint Sealants" and to produce a weathertight installation. 3.5 ADJUSTING AND CLEANING A. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials complying with specified requirements. B. Clean finished surfaces according to manufacturer's written instructions and maintain in a clean condition during construction. END OF SECTION 07460 SIDING 07460 - 7 OOZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 07811 - SPRAYED FIRE-RESISTIVE MATERIALS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Concealed SFRM. 2. Exposed SFRM. B. Related Sections include the following: 1. Division 5 Section "Structural Steel" for surface conditions required for structural steel receiving SFRM. 2. Division 7 Section "Through-Penetration Firestop Systems" for fire-resistance-rated firestopping systems. 3. Division 7 Section "Fire-Resistive Joint Systems" for fire-resistance-rated joint systems. 1.2 DEFINITIONS A. SFRM: Sprayed fire-resistive material. B. Concealed: Fire-resistive materials applied to surfaces that are concealed from view behind other construction when the Work is completed. C. Exposed: Fire-resistive materials applied to surfaces that are exposed to view or the elements when the Work is completed. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Structural framing plans indicating the following: 1. Locations and types of surface preparations required before applying SFRM. 2. Extent of SFRM for each construction and fire-resistance rating, including the following: a. Applicable fire-resistance design designations of a qualified testing and inspecting agency acceptable to authorities having jurisdiction. b. Minimum thicknesses needed to achieve required fire-resistance ratings of structural components and assemblies. 3. Treatment of SFRM after application. SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 1 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 C. Product Certificates: For each type of SFRM, signed by product manufacturer. D. Qualification Data: For Installer, manufacturer and testing agency. E. Compatibility and Adhesion Test Reports: From SFRM manufacturer indicating the following: 1. Materials have been tested for bond with substrates. 2. Materials have been verified by SFRM manufacturer to be compatible with substrate primers and coatings. 3. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. F. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for proposed SFRM. G. Research/Evaluation Reports: For SFRM. 1.4 QUALITY ASSURANCE A. Installer Qualifications: A firm or individual certified, licensed, or otherwise qualified by SFRM manufacturer as experienced and with sufficient trained staff to install manufacturer's products according to specified requirements. A manufacturer's willingness to sell its SFRM to Contractor or to an installer engaged by Contractor does not in itself confer qualification on the buyer. B. Source Limitations: Obtain SFRM through one source from a single manufacturer. C. SFRM Testing: By a qualified testing and inspecting agency engaged by Contractor or manufacturer to test for compliance with specified requirements for performance and test methods. 1. SFRMs are randomly selected for testing from bags bearing the applicable classification marking of UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 2. Testing is performed on specimens of SFRMs that comply with laboratory testing requirements specified in Part 2 and are otherwise identical to installed fire-resistive materials, including application of accelerant, sealers, topcoats, tamping, troweling, rolling, and water overspray, if any of these are used in final application. 3. Testing is performed on specimens whose application the independent testing and inspecting agency witnessed during preparation and conditioning. Include in test reports a full description of preparation and conditioning of laboratory test specimens. D. Compatibility and Adhesion Testing: Engage a qualified testing and inspecting agency to test for compliance with requirements for specified performance and test methods. 1. Test for bond per ASTM E 736 and requirements in UL's "Fire Resistance Directory" for coating materials. Provide bond strength indicated in referenced fire-resistance design, but not less than minimum specified in Part 2. SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 2 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2. Verify that manufacturer, through its own laboratory testing or field experience, has not found primers or coatings to be incompatible with SFRM. E. Fire-Test-Response Characteristics: Provide SFRM with the fire-test-response characteristics indicated, as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify bags containing SFRM with appropriate markings of applicable testing and inspecting agency. 1. Fire-Resistance Ratings: Indicated by design designations from UL's "Fire Resistance Directory" or from the listings of another testing and inspecting agency acceptable to authorities having jurisdiction, for SFRM serving as direct-applied protection tested per ASTM E 119. 2. Surface-Burning Characteristics: ASTM E 84. F. Provide products containing no detectable asbestos as determined according to the method specified in 40 CFR 763, Subpart E, Appendix E, Section 1, "Polarized Light Microscopy." G. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to SFRM including, but not limited to, the following: 1. Review products, exposure conditions, design ratings, restrained and unrestrained conditions, calculations, densities, thicknesses, bond strengths, and other performance requirements. 2. Review and finalize construction schedule and verify sequencing and coordination requirements. 3. Review weather predictions, ambient conditions, and proposed temporary protections for SFRM during and after installation. 4. Review surface conditions and preparations. 5. Review field quality-control testing procedures. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Project site in original, unopened packages with intact and legible manufacturers' labels identifying product and manufacturer, date of manufacture, shelf life if applicable, and fire-resistance ratings applicable to Project. B. Use materials with limited shelf life within period indicated. Remove from Project site and discard materials whose shelf life has expired. C. Store materials inside, under cover, and aboveground; keep dry until ready for use. Remove from Project site and discard wet or deteriorated materials. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not apply SFRM when ambient or substrate temperature is 40 deg F or lower unless temporary protection and heat are provided to maintain SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 3 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 temperature at or above this level for 24 hours before, during, and for 24 hours after product application. B. Ventilation: Ventilate building spaces during and after application of SFRM. Use natural means or, if they are inadequate, forced-air circulation until fire-resistive material dries thoroughly. 1.7 COORDINATION A. Sequence and coordinate application of SFRM with other related work specified in other Sections to comply with the following requirements: 1. Provide temporary enclosure as required to confine spraying operations and protect the environment. 2. Provide temporary enclosures for applications to prevent deterioration of fire-resistive material due to exposure to weather and to unfavorable ambient conditions for humidity, temperature, and ventilation. 3. Avoid unnecessary exposure of fire-resistive material to abrasion and other damage likely to occur during construction operations subsequent to its application. 4. Do not apply fire-resistive material to metal roof deck substrates until concrete topping, if any, has been completed. For metal roof decks without concrete topping, do not apply fire-resistive material to metal roof deck substrates until roofing has been comp�eted; prohibit roof traffic during appiication and drying of fire-resistive material. 5. Do not apply fire-resistive material to metal floor deck substrates until concrete topping has been completed. 6. Do not begin applying fire-resistive material until clips, hangers, supports, sleeves, and other items penetrating fire protection are in place. 7. Defer installing ducts, piping, and other items that would interfere with applying fire- resistive material until application of fire protection is completed. 8. Do not install enclosing or concealing construction until after fire-resistive material has been applied, inspected, and tested and corrections have been made to defective applications. PART 2 - PRODUCTS 2.1 CONCEALED SFRM A. Basis-of-Design Product: Subject to compliance with requirements, provide Grace, W. R. & Co. - Conn., Construction Products Div.; Monokote Type MK-6/HY or a comparable product by one of the following: 1. Southwest Fireproofing Products Co. 2. Carboline Company; Fireproofing Products Division. 3. Isolatek International Corp. 4. Or approved equal. B. Material Composition: Manufacturer's standard product, as follows: SPRAYED FIRE-RESISTIVE MATERIALS 07811 -4 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. Concealed Cementitious SFRM: Factory-mixed, dry formulation of gypsum or portland cement binders, additives, and lightweight mineral or synthetic aggregates mixed with water at Project site to form a slurry or mortar for conveyance and application. C. Physical Properties: Minimum values, unless otherwise indicated, or higher values required to attain designated fire-resistance ratings, measured per standard test methods referenced with each property as follows: 1. Dry Density: 15 Ib/cu. ft. for average and individual densities, or greater if required to attain fire-resistance ratings indicated, per ASTM E 605 or AWCI Technical Manual 12-A, Section 5.4.5, "Displacement Method." 2. Thickness: Minimum average thickness required for fire-resistance design indicated according to the following criteria, but not less than 0.375 inch, per ASTM E 605: a. Where the referenced fire-resistance design lists a thickness of 1 inch or more, the minimum allowable individual thickness of SFRM is the design thickness minus 0.25 inch. b. Where the referenced fire-resistance design lists a thickness of less than 1 inch but more than 0.375 inch, the minimum allowable individual thickness of SFRM is the greater of 0.375 inch or 75 percent of the design thickness. c. No reduction in average thickness is permitted for those fire-resistance designs whose fire-resistance ratings were established at densities of less than 15 Ib/cu. ft.. 3. Bond Strength: 150 Ibf/sq. ft. minimum per ASTM E 736 based on laboratory testing of 0.75-inch minimum thickness of SFRM. 4. Compressive Strength: 5.21 Ibf/sq. in. minimum per ASTM E 761. Minimum thickness of SFRM tested shall be 0.75 inch and minimum dry density shall be as specified but not less than 15 Ib/cu. ft.. 5. Corrosion Resistance: No evidence of corrosion per ASTM E 937. 6. Deflection: No cracking, spalling, or delamination per ASTM E 759. 7. Effect of Impact on Bonding: No cracking, spalling, or delamination per ASTM E 760. 8. Air Erosion: Maximum weight loss of 0.025 g/sq. ft. in 24 hours per ASTM E 859. For laboratory tests, minimum thickness of SFRM is 0.75 inch, maximum dry density is 15 Ib/cu. ft., test specimens are not prepurged by mechanically induced air velocities, and tests are terminated after 24 hours. 9. Fire-Test-Response Characteristics: Provide SFRM with the following surface- burning characteristics as determined by testing identical products per ASTM E 84 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: a. Flame-Spread Index: 10 or less . b. Smoke-Developed Index: 0. 10. Fungal Resistance: No observed growth on specimens per ASTM G 21. SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 5 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2.2 EXPOSED SFRM A. Basis-of-Design Product: Subject to compliance with requirements, provide Grace, W. R. & Co. - Conn., Construction Products Div.; Monokote Type Z146 or a comparable product by one of the following: 1. Carboline Company; Fireproofing Products Division. 2. Isolatek International Corp. B. Material Composition: Manufacturer's standard product, as follows: 1. Exposed Cementitious SFRM: Factory-mixed, dry, cement aggregate formulation; or chloride-free formulation of gypsum or portland cement binders, additives, and inorganic aggregates mixed with water at Project site to form a slurry or mortar for conveyance and application. C. Physical Properties: Minimum values, unless otherwise indicated, or higher values required to attain designated fire-resistance ratings, measured per standard test methods referenced with each property as follows: 1. Dry Density: Values for average and individual densities as required for fire- resistance ratings indicated, per ASTM E 605 or AWCI Technical Manual 12-A, Section 5.4.5, "Displacement Method," but with an average density of not less than 39 Ib/cu. ft.. 2. Bond Strength: 1000 Ibf/sq. ft. minimum per ASTM E 736. 3. Compressive Strength: 500 Ibf/sq. in. minimum per ASTM E 761. 4. Corrosion Resistance: No evidence of corrosion per ASTM E 937. 5. Deflection: No cracking, spalling, or delamination per ASTM E 759. 6. Air Erosion: Maximum weight loss of 0.025 g/sq. ft. per ASTM E 859. 7. Combustion Characteristics: Passes ASTM E 136. 8. Fire-Test-Response Characteristics: Provide SFRM with the following surface- burning characteristics as determined by testing identical products per ASTM E 84 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: a. Flame-Spread Index: 10 or less. b. Smoke-Developed Index: 0. 9. For exterior applications of SFRM, provide formulation listed and labeled by testing and inspecting agency acceptable to authorities having jurisdiction for surfaces exposed to exterior. 2.3 AUXILIARY FIRE-RESISTIVE MATERIALS A. General: Provide auxiliary fire-resistive materials that are compatible with SFRM and substrates and are approved by UL or another testing and inspecting agency acceptable to authorities having jurisdiction for use in fire-resistance designs indicated. SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 6 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 B. Metal Lath: Expanded metal lath fabricated from material of weight, configuration, and finish required to comply with fire-resistance designs indicated and fire-resistive material manufacturer's written recommendations. Include clips, lathing accessories, corner beads, and other anchorage devices required to attach lath to substrates and to receive SFRM. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for substrates and other conditions affecting performance of work. A substrate is in satisfactory condition if it complies with the following: 1. Substrates comply with requirements in the Section where the substrate and related materials and construction are specified. 2. Substrates are free of dirt, oil, grease, release agents, rolling compounds, mill scale, loose scale, incompatible primers, incompatible paints, incompatible encapsulants, or other foreign substances capable of impairing bond of fire-resistive materials with substrates under conditions of normal use or fire exposure. 3. Objects penetrating fire-resistive material, including clips, hangers, support sleeves, and similar items, are securely attached to substrates. 4. Substrates are not obstructed by ducts, piping, equipment, and other suspended construction that will interfere with applying fire-resistive material. B. Verify that concrete work on steel deck has been completed. C. Verify that roof construction, installation of roof-top HVAC equipment, and other related work are completed. D. Conduct tests according to fire-resistive material manufacturer's written recommendations to verify that substrates are free of substances capable of interfering with bond. E. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Cover other work subject to damage from fallout or overspray of fire-resistive materials during application. B. Clean substrates of substances that could impair bond of fire-resistive material, including dirt, oil, grease, release agents, rolling compounds, mill scale, loose scale, and incompatible primers, paints, and encapsulants. C. For exposed applications, repair substrates to remove surface imperfections that could affect uniformity of texture and thickness in finished surface of SFRM. Remove minor projections and fill voids that would telegraph through fire-resistive products after application. SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 7 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3.3 APPLICATION, GENERAL A. Comply with fire-resistive material manufacturer's written instructions for mixing materials, application procedures, and types of equipment used to mix, convey, and spray on fire- resistive material, as applicable to particular conditions of installation and as required to achieve fire-resistance ratings indicated. B. Apply SFRM that is identical to products tested as specified in Part 1 "Quality Assurance" Article and substantiated by test reports, with respect to rate of application, accelerator use, sealers, topcoats, tamping, troweling, water overspray, or other materials and procedures affecting test results. C. Extend fire-resistive material in full thickness over entire area of each substrate to be protected. Unless otherwise recommended in writing by SFRM manufacturer, install body of fire-resistive covering in a single course. D. Spray apply fire-resistive materials to maximum extent possible. Following the spraying operation in each area, complete the coverage by trowel application or other placement method recommended in writing by SFRM manufacturer. 3.4 APPLICATION, CONCEALED SFRM A. Apply concealed SFRM in thicknesses and densities not less than those required to achieve fire-resistance ratings designated for each condition, but apply in greater thicknesses and densities if specified in Part 2 "Concealed SFRM" Article. B. Apply water overspray to concealed sprayed-fiber fire-resistive material as required to obtain designated fire-resistance rating. C. Cure concealed SFRM according to product manufacturer's written recommendations. 3.5 APPLICATION, EXPOSED SFRM A. Apply exposed SFRM in thicknesses and densities not less than those required to achieve fire-resistance ratings designated for each condition, but apply in greater thicknesses and densities if indicated. B. Provide a uniform finish complying with description indicated for each type of material and matching Architect's sample or, if none, finish approved for field-erected mockup. C. Apply exposed cementitious SFRM to produce the following finish: 1. Skip-troweled finish with leveled surface, smoothed-out texture, and neat edges. D. Cure exposed SFRM according to product manufacturer's written recommendations. SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 8 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3.6 FIELD QUALITY CONTROL A. Special Inspections: Owner may engage a qualified special inspector to perform the following special inspection and prepare reports: 1. SFRM. B. Tests and Inspections: Testing and inspecting of completed applications of SFRM shall take place in successive stages, in areas of extent and using methods as follows. Do not proceed with application of SFRM for the next area until test results for previously completed applications of SFRM show compliance with requirements. Tested values must equal or exceed values indicated and required for approved fire-resistance design. 1. Thickness for Floor, Roof, and Wall Assemblies: For each 1000-sq. ft. area, or partial area, on each floor, from the average of 4 measurements from a 144-sq. in. sample area, with sample width of not less than 6 inches per ASTM E 605. 2. Thickness for Structural Frame Members: From a sample of 25 percent of structural members per floor, taking 9 measurements at a single cross section for structural frame beams or girders, 7 measurements of a single cross section for joists and trusses, and 12 measurements of a single cross section for columns per ASTM E 605. 3. Density for Floors, Roofs, Walls, and Structural Frame Members: At frequency and from sample size indicated for determining thickness of each type of construction and structural framing member, per ASTM E 605 or AWCI Technical Manual 12-A, Section 5.4.5, "Displacement Method." 4. Bond Strength for Floors, Roofs, Walls, and Structural Framing Members: For each 10,000-sq. ft. area, or partial area, on each floor, cohesion and adhesion from one sample of size indicated for determining thickness of each type of construction and structural framing member, per ASTM E 736. a. Field test SFRM that is applied to flanges of wide-flange, structural-steel members on surfaces matching those that will exist for remainder of steel receiving fire-resistive material. b. If surfaces of structural steel receiving SFRM are primed or otherwise painted for coating materials, perform series of bond tests specified in UL's "Fire Resistance Directory." Provide bond strength indicated in referenced UL fire- resistance criteria, but not less than 150 Ibf/sq. ft. minimum per ASTM E 736. 5. If testing finds applications of SFRM are not in compliance with requirements, testing and inspecting agency will perform additional random testing to determine extent of noncompliance. C. Remove and replace applications of SFRM that do not pass tests and inspections for cohesion and adhesion, for density, or for both and retest as specified above. D. Apply additional SFRM, per manufacturer's written instructions, where test results indicate that thickness does not comply with specified requirements, and retest as specified above. SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 9 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3.7 CLEANING, PROTECTING, AND REPAIR A. Cleaning: Immediately after completing spraying operations in each containable area of Project, remove material overspray and fallout from surfaces of other construction and clean exposed surfaces to remove evidence of soiling. B. Protect SFRM, according to advice of product manufacturer and Installer, from damage resulting from construction operations or other causes so fire protection will be without damage or deterioration at time of Substantial Completion. C. Coordinate application of SFRM with other construction to minimize need to cut or remove fire protection. As installation of other construction proceeds, inspect SFRM and patch any damaged or removed areas. D. Repair or replace work that has not successfully protected steel. END OF SECTION 07811 SPRAYED FIRE-RESISTIVE MATERIALS 07811 - 10 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 08452 — STEAM ROOM DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Manual-swinging steam room doors. B. Related Sections: 1. Division 8 Section "Glazing" for general glass requirements. 1.2 DEFINITIONS A. ADA/ABA Accessibility Guidelines: U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disability Act (ADA) and Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities." 1.3 PERFORMANCE REQUIREMENTS A. General Performance: Door systems shall withstand the effects gravity and operating loads without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in construction. B. Delegated Design: Design door systems, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for door system. B. Shop Drawings: Show fabrication and installation details, including the following: 1. Plans, elevations, and sections. 2. Details of fittings and glazing. 3. Door hardware locations, mounting heights, and installation requirements. C. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below. STEAM ROOM DOORS 08452 - 1 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. Metal Finishes: 6-inch- long sections of door frame head/ jamb and door sill/ threshold. 2. Glass: 6 inches square, showing tint and including door edge trim two sides, with standard joint. 3. Door Hardware: For exposed door hardware of each type, in specified finish, full size. D. Maintenance Data: For door systems to include in maintenance manuals. 1.5 QUALITY ASSURANCE A. Engineering Responsibility: Prepare data for door systems, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in systems similar to those indicated for this Project. B. Source Limitations: Obtain door systems from single source from single manufacturer. C. Accessible Steam Room Doors: Comp�y with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1. 1.6 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls and other construction contiguous with door systems by field measurements before fabrication and indicate measurements on Shop Drawings. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide the following: 1. Tylo AB; Model 99 G. 2.2 MATERIALS A. Glass: ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated surfaces), Type I (transparent), tested for surface and edge compression per ASTM C 1048 and for impact strength per 16 CFR 1201 for Category II materials. 1. Class 2: Tinted monolithic. a. Color: Gray. b. Thickness: 10 mm. 2. Edges: Flat ground to receive edge trim. STEAM ROOM DOORS 08452 - 2 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 B. Aluminum Frame Extrusions: ASTM B 221, with strength and durability characteristics of not less than Alloy 6063-T5. C. Stainless-Steel Edge Cladding: ASTM A 666, Type 304. 2.3 METAL COMPONENTS A. Fitting Configuration: 1. Manual-swinging, steam room doors: Prehung unit with aluminum frame and glass door with perimeter stainless steel edge trim; magnetic weather stripping. B. Patch Hinges: Aluminum. C. Anchors and Fastenings: Concealed. 2.4 DOOR HARDWARE A. General: Heavy-duty hardware units in sizes, quantities, and types recommended by manufacturer for door indicated. For exposed parts, match metal and finish of patch hinges. B. Push-Pull Set: As standard with manufacturer for door model indicated. 2.5 FABRICATION A. Provide holes and cutouts in glass to receive hardware, fittings, and accessory fittings before tempering glass. Do not cut, drill, or make other alterations to glass after tempering. 1. Fully temper glass using horizontal (roller-hearth) process, and fabricate so that when glass is installed, roll-wave distortion is parallel with bottom edge of door or lite. B. Factory assemble components and factory install hardware and fittings to greatest extent possible. 2.6 ALUMINUM FINISHES A. Clear Anodic Finish: AAMA 611, AA-M12C22A31, Class II, 0.010 mm or thicker. 2.7 STAINLESS-STEEL FINISHES A. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish. B. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches. 1. Run grain of directional finishes with long dimension of each piece. STEAM ROOM DOORS 08452 - 3 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. 3. Directional Satin Finish: No. 4. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install door systems and associated components according to manufacturer's written instructions. B. Set units level, plumb, and true to line, with uniform joints. C. Maintain uniform clearances between adjacent components. D. Lubricate hardware and other moving parts according to manufacturer's written instructions. 3.3 ADJUSTING AND CLEANING A. Adjust steam room doors and hardware to produce smooth operation and tight fit at contact points and weather stripping. B. Remove excess sealant and glazing compounds and dirt from surfaces. END OF SECTION 08452 STEAM ROOM DOORS 08452 -4 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 08710 - DOOR HARDWARE PART I - GENERAL 1.01 SUMMARY A. SECTION INCLUDES 1. The work in this section includes furnishing all items of finish hardware as hereinafter specified or obviously necessary for all swinging, sliding, folding and other doors. Except items, which are specifically excluded from this section of the specification or of unique hardware, specified in the same sections as the doors and frames on which they are installed. B. RELATED DOCUMENTS 1. Related documents, drawings and general provisions of contract, including General and Supplementary Conditions and Division 1 specification sections apply to this section. C. RELATED SECTIONS 1. 06200 - Finish Carpentry 2. 08110 - Metal Doors and Frames 3. 08212 - Stile and Rail Wood Doors 4. 08410 - Entrances and Storefronts 5. Division 16 -Access Control 1.02 REFERENCES A. STANDARDS 1. ANSI-A250.4 - Steel Doors and Frames Physical Endurance 2. ANSI A156.1 - Butts and Hinges 3. ANSI A156.2 - Bored Locks and Latches 4. ANSI A156.3 - Exit Devices 5. ANSI A156.4 - Door Controls - Door Closers 6. ANSI A156.5 -Auxiliary Locks and Associated Products 7. ANSI A156.6 -Architectural Door Trim 8. ANSI A156.7 -Template Hinge Dimensions 9. ANSI A156.8 - Door Controls - Overhead Holders 10. ANSI A156.13 - Mortise Locks and Latches 11. ANSI A156.15 - Closer Holder Release Devices 12. ANSI A156.16 -Auxiliary Hardware 13. ANSI A156.18 - Material and Finishes 14. ANSI A156.26 - Continuous Hinges 15. UL10C - Positive Pressure Fire Tests of Door Assemblies Door Hardware 08710 - 1 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 B. CODES 1. NFPA 101 — Life Safety Code 2. IBC 2003 — International Building Code 3. ANSI A117.1 —Accessible and Usable Buildings and Facilities 4. ADA—Americans with Disabilities Act 1.03 SUBMITTALS A. GENERAL REQUIREMENTS 1. Submit copies of finish hardware schedule in accordance with Division 1, General Requirements. B. SCHEDULES AND PRODUCT DATA 1. Schedules to be in vertical format, listing each door opening, and organized into "hardware sets" indicating complete designations of every item required for each door opening to function as intended. Hardware schedule shall be submitted within two (2) weeks from date the purchase order is received by the finish hardware supplier. Furnish four (4) copies of revised schedules after approval for field and file use. Note any special mounting instructions or requirements with the hardware schedule. Schedules to include the following information: a. Location of each hardware set cross-referenced to indications on drawings, both on floor plans and in door and frame schedule. b. Handing and degree of swing of each door. c. Door and frame sizes and materials. d. Keying information. e. Type, style, function, size, and finish of each hardware item. f. Elevation drawings and operational descriptions for all electronic openings. g. Name and manufacturer of each hardware item. h. Fastenings and other pertinent information. i. Explanation of all abbreviations, symbols and codes contained in schedule j. Mounting locations for hardware when varies from standard. 2. Submit catalog cuts and/or product data sheets for all scheduled finish hardware. 3. Submit separate detailed keying schedule for approval indicating clearly how the owner's final instructions on keying of locks has been fulfilled. C. SAMPLES 1. Upon request, samples of each type of hardware in finish indicated shall be submitted. Samples are to remain undamaged and in working condition through submittal and review process. Items will be returned to the supplier or incorporated into the work within limitations of keying coordination requirements. D. TEMPLATES Door Hardware 08710 - 2 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. Furnish a complete list and suitable templates, together with finish hardware schedule to contractor, for distribution to necessary trades supplying materials to be prepped for finish hardware. E. ELECTRONIC HARDWARE SYSTEMS 1. Provide complete wiring diagrams prepared by an authorized factory employee for each opening requiring electronic hardware, except openings where only magnetic hold-open devices are specified. Provide a copy with each hardware schedule submitted after approval. 2. Provide complete operational descriptions of electronic components listed by opening in the hardware submittals. Operational descriptions to detail how each electrical component functions within the opening incorporating all conditions of ingress and egress. Provide a copy with each hardware schedule submitted for approval. 3. Provide elevation drawings of electronic hardware and systems identifying locations of the system components with respect to their p�acement in the door opening. Provide a copy with each hardware schedule submitted for approval. 4. Prior to installation of electronic hardware, arrange conference between supplier, installers and related trades to review materials, procedures and coordinating related work. 5. The electrical products contained within this specification represent a complete engineered system. If alternate electrical products are submitted, it is the responsibility of the distributor to bear the cost of providing a complete and working system including re-engineering of electrical diagrams and system layout, as well as power supplies, power transfers and all required electrical components. Coordinate with electrical engineer and electrician to ensure that line voltage and low voltage wiring is coordinated to provide a complete and working system. 6. For each item of electrified hardware specified, provide standardized molex plug connectors to accommodate up to twelve (12) wires. Molex plug connectors shall plug directly into through-door wiring harnesses, frame wiring harnesses, electric locking devices and power supplies. 7. System Integration: Integrate swinging automatic entrances with other systems as required for a complete working installation. a. Provide electrical interface control capability for card reader or keypad operation of swinging automatic entrances on doors with electric locking. b. Where required for proper operation, provide a time delay relay to signal automatic door operator to activate only after electric lock system is released. F. OPERATIONS AND MAINTENANCE MANUALS 1. Upon completion of construction and building turnover, furnish two (2) complete maintenance manuals to the owner. Manuals to include the following items: a. Approved hardware schedule, catalog cuts and keying schedule. Door Hardware 08710 - 3 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 b. Hardware installation and adjustment instructions. c. Manufacturer's written warranty information. d. Wiring diagrams, elevation drawings and operational descriptions for all electronic openings. 1.04 QUALITY ASSURANCE A. SUBSTITUTIONS 1. All substitution requests must be submitted before bidding and within the procedures and time frame as outlined in Division 1, General Requirements. Approval of products is at the discretion of the architect and his hardware consultant. B. SUPPLIER QUALIFICATIONS 1. A recognized architectural door hardware supplier who has maintained an office and has been furnishing hardware in the project's vicinity for a period of at least two (2) years. Hardware supplier shall have office and warehouse facilities to accommodate this project and must be an authorized factory distributor of all products specified herein. Hardware supplier shall have in his employment at least one (1) Architectural Hardware Consultant (AHC) who is available at reasonable times during business hours for consultation about the project's hardware and requirements to the owner, architect and contractor. 1.05 FIRE-RATED OPENINGS 1. Provide door hardware for fire-rated openings that comply with NFPA 80 and requirements of authorities having jurisdiction. Provide only items of door hardware that are listed by Underwriter's Laboratories (UL) or Warnock Hersey (WH) for use on types and sizes of doors indicated. 2. Project requires door assemblies and components that are compliant with positive pressure and S-label requirements. Specifications must be cross-referenced and coordinated with door manufacturers to ensure that total opening engineering is compatible with UL10C Standard for Positive Pressure Fire Tests of Door Assemblies. a. Hardware required for fire doors shall be listed with Underwriters Laboratories for ratings specified. b. Certification(s) of compliance shall be made available upon request by the Authority Having Jurisdiction. Door Hardware 08710 - 4 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1.06 DELIVERY, STORAGE AND HANDLING A. MARKING AND PACKAGING 1. Properly package and mark items according to the approved hardware schedule, complete with necessary screws and accessories, instructions and installation templates for spotting mortising tools. Contractor shall check deliveries against accepted list and provide receipt for them, after which he is responsible for storage and care. Any shortage or damaged good shall be made without cost to the owner. 2. Packaging of door hardware is the responsibility of the supplier. As hardware supplier receives material from various manufacturers, sort and repackage in containers clearly marked with appropriate hardware set and door numbers to match the approved hardware schedule. Two or more identical sets may be packed in same container. B. DELIVERY 1. The supplier shall deliver all hardware to the project site; direct factory shipments are not allowed unless agreed upon beforehand. Hardware supplier shall coordinate delivery times and schedules with the contractor. Inventory door hardware jointly with representatives of hardware supplier and hardware installer/contractor until each is satisfied that count is correct. 2. No keys, other than construction master keys and/or temporary keys are to be packed in boxes with the locks. 3. At time of hardware delivery, door openings supplier in conjunction with the contractor shall check in all hardware and set up a hardware storage room. C. STORAGE 1. Provide secure lock-up for door hardware delivered to the Project, but not yet installed. Control handling and installation of hardware items that are not immediately replaceable so that completion of work will not be delayed by hardware losses both before and after installation. 1.07 WARRANTY A. All items, except as noted below, shall be warranted in writing by the manufacturer against failure due to defective materials and workmanship for a minimum period of one (1) year commencing on the date of final completion and acceptance. In the event of product failure, promptly repair or replace item with no additional cost to the owner. 1. Mortise locksets: Seven (7) years 2. Tubular locksets: One (1) Year 3. Exit Devices: Five (5) years 4. Door closers: Ten (10) years 5. Securitron (and approved equals) electrified hardware: Unlimited Lifetime Door Hardware 08710 - 5 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 PART II — PRODUCTS 2.01 MANUFACTURERS A. Only manufacturers as listed below shall be accepted. Obtain each type of finish hardware (hinges, latch and locksets, exit devices, door closers, etc.) from a single manufacturer. 2.02 MATERIALS A. SCREWS AND FASTENERS 1. All required screws shall be supplied as necessary for securing finish hardware in the appropriate manner. Thru-bolts shall be supplied for exit devices and door closers where required by code and the appropriate blocking or reinforcing is not present in the door to preclude their use. B. HANGING DEVICES 1. HINGES a. Hinges shall conform to ANSI A156.1 and have the number of knuckles as specified, oil-impregnated bearings as specified with (NRP) non-removable pin feature, at all lockable reverse bevel doors. Unless otherwise scheduled, supply one (1) hinge for every 30" of door height. Unless otherwise specified, supply hinges 4 1/2" in height on doors up to 36" and hinges 5" in height on doors over 36" and up to 48" in width; heavy weight hinges (.180) shall be supplied at all doors where specified. 1) Specified Manufacturer: McKinney 2) Approved Substitutes: Hager, Stanley 2. ELECTRIC HINGES a. Electric hinges shall be provided with molex standardized plug connectors to accommodate up to twelve (12) wires. Plug connectors shall plug directly into molex through-door wiring harnesses for connection to electric locking devices and power supplies. Provide sufficient number of concealed wires to accommodate electric function of specified hardware. Provide a mortar guard for each electric hinge specified. 1) Specified Manufacturer: McKinney QC Series 2) Approved Substitutes: Hager ETW-QC Series Door Hardware 08710 - 6 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3. PIVOTS a. All pivots shall conform to ANSI 156.4 Grade 1 and shall have oil impregnated bronze bearing in the top pivot and a radial roller and thrust bearing in the bottom pivot. The bottom pivot shall carry the full weight of the door. 1) Specified Manufacturer: Rixson 2) Approved Substitutes: NONE 4. FLOOR CLOSERS a. Floor closer shall be of offset hung type and available for labeled, lead lined and regular doors. Floor closer shall have independent and adjustable valves for closing speed, latch speed, and backcheck. Floor closers shall have a built in dead stop to prevent the door from swinging beyond the opening degree and all shall be of non-hold open type unless specified otherwise. Include top and intermediate pivots per the manufacturer's recommendations. 1) Specified Manufacturer: Rixson (series as specified) 2) Approved Substitutes: NONE C. FLUSH BOLTS AND ACCESSORIES 1. All manual and automatic flush bolts to be furnished as specified. a. Specified Manufacturer: Rockwood b. Approved Substitutes: McKinney, Trimco D. CYLINDERS AND KEYING 1. CYLINDERS a. Where specified, high security cylinders shall be supplied. Provide Patented High security keys able to operate both the appropriate conventional and high security cylinder within the same master key system while the keys for the conventional cylinders will not operate the high security cylinders. The high security cylinder can be easily re-configured by the Owner to void existing keys without disturbing the pinning of the master key system. If the master key system is compromised by the loss of a top-level master key, the system can be changed through a simple realignment of the barrel/plug components. The existing keys are then voided from operating the cylinder. Stamp all change keys with keyset symbol (VKC), but do not stamp with key section or bitting number. 1) Specified Manufacturer: Sargent Signature UL (exterior openings) 2) Approved Substitutes: Corbin Russwin Pyramid PHS, Yale U5000 Series 2. CYLINDERS Door Hardware 08710 - 7 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 a. Where specified, high security cylinders shall be supplied. Provide Patented High security keys able to operate both the appropriate conventional and high security cylinder within the same master key system while the keys for the conventional cylinders will not operate the high security cylinders. The high security cylinder can be easily re-configured by the Owner to void existing keys without disturbing the pinning of the master key system. If the master key system is compromised by the loss of a top-level master key, the system can be changed through a simple realignment of the barrel/plug components. The existing keys are then voided from operating the cylinder. Stamp all change keys with keyset symbol (VKC), but do not stamp with key section or bitting number. 1) Specified Manufacturer: Sargent Signature (interior openings) 2) Approved Substitutes: Corbin Russwin Pyramid PS, Yale 5000 Series 3. KEYING a. All locks and cylinders shall be construction master-keyed. All locks and cylinders to be master-keyed or grandmaster-keyed as directed by the owner. The factory shall key all locks and cylinders. Furnish the following key amounts: 1) Two (2) change keys per lock 2) Three (3) grand master keys 3) Six (6) master keys per master level 4) Fifteen (15) construction/temporary keys b. Master keys and all high-security or restricted keyway blanks shall be sealed in tamper-proof packaged boxes when shipped from the factory. The boxes shall be shrink wrapped and imprinted to ensure the integrity of the packaging. 4. KEY CABINET a. Provide a key control system including envelopes, labels, and tags with self- locking key clips, receipt forms, 3-way visible card index, temporary markers, permanent markers, and standard metal cabinet. Key control cabinet shall expansion capacity of 150% of the number of locks required for the project. 1) Specified Manufacturer: Telkee 2) Approved Substitutes: Lund E. LOCKSETS 1. MORTISE LOCKSETS a. All locksets shall be ANSI 156.13 Series 1000, Grade 1 Certified. All functions shall be manufactured in a single sized case formed from 12 gauge steel minimum. The lockset shall have a field-adjustable, beveled armored front, with a .125" minimum thickness and shall be reversible without opening the lock body. The lockset shall be 2 3/4" backset with a one-piece 3/4" anti-friction stainless steel latchbolt and the deadbolt shall be a full 1" throw made of stainless. All Door Hardware 08710 - 8 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 strikes shall be non-handed with a curved lip. To insure proper alignment, all trim, shall be thru-bolted and fully interchangeable between rose and escutcheon designs and shall be the product of one manufacturer. 1) Specified Manufacturer: Sargent 8200 Series 2) Approved Substitutes: Corbin Russwin ML2000 Series, Yale 8800 Series 2. TUBULAR LOCKSETS a. All locksets shall fit an ANSI standard 161 door prep and shall be usable with 1 3/8" or 1 3/4" thick doors. Lever designs shall be available to match other locksets and exit devices. 1) Specified Manufacturer: Sargent DL Series 2) Approved Substitutes: Corbin Russwin TL Series, Yale RL Series 3. LOCKSET STRIKES a. Strikes shall be non-handed and available with curved lip, full lip or ASA type strikes as required. Provide strikes with lip-length required to accommodate jamb and/or trim detail and projection. F. AUXILIARY LOCKS 1. NARROW STILE DEADBOLTS 1) Specified Manufacturer: Adams Rite 2) Approved Substitutes: NONE G. ELECTRIC STRIKES 1. STANDARD STRIKES a. All standard electric strikes shall meet BHMA standard 501, grade 1 and be UL Listed for Burglary Resistance, category 1034. Strikes shall be all stainless steel construction for corrosion resistance, strength and durability. Strikes shall have been tested to withstand a forcing strength of a minimum 2400 Ibs. before releasing and perform with a minimum of one million cycles of operation. Strikes shall be 24VDC fail-secure unless otherwise specified. Provide an in-line power controller with all electric strikes. 1) Specified Manufacturers: HES 1006 Series 2) Approved Substitutes: Folger Adams 742 Series Door Hardware 08710 - 9 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2. SURFACE MOUNTED STRIKES a. All surface mounted electric strikes shall meet BHMA standard 501, grade 1 and be UL Listed for Burglary Resistance, category 1034. Strikes shall have two heavy-duty, stainless steel locking mechanisms operating independently to provide tamper resistance. Optional latchbolt and latchbolt strike monitoring that indicates position of the latchbolt and locked condition of the strike shal� be available. Strikes shall have been tested for a minimum of 500,000 operating cycles. Provide an in-line power controller with all electric strikes. 1) Specified Manufacturers: HES 9500 Genesis 2) Approved Substitutes: NONE H. EXIT DEVICES 1. CONVENTIONAL DEVICES — PUSH RAIL a. All exit devices shall be ANSI A156.3, Grade 1 Certified and shall be listed by Underwriters Laboratories and bear the UL label for life safety in full compliance with NFPA 80 and NFPA 101. Mounting rails shall be formed from a solid single piece of stainless steel, brass or bronze no less than 0.072" thick. Push rails shall be constructed of 0.062" thick material. Lever trim shall be available in finishes and designs to match that of the specified locksets. 1) Specified Manufacturer: Sargent 80 Series 2) Approved Substitutes: Corbin Russwin ED5000 Series, Yale 7000 Series 2. ELECTRIFIED DEVICES a. Electrified exit devices shall conform to all traditional exit device standards as specified above. All power requirements for exit devices used must utilize a continuous circuit electric hinge for clean design and no visible means of interrupting power to device. b. All exit devices, both fire labeled and non-labeled devices, requiring electric dogging shall be held in the "dogged" or retracted position. All exit devices with electric latch retraction shall provide for a remote means of unlocking for momentary or maintained periods of time. c. Exit devices with electrified trim shall be fail-secure unless otherwise specified. 1) Specified Manufacturers: Sargent 2) Approved Manufacturers: Corbin Russwin, Yale I. DOOR CLOSERS 1. SURFACE MOUNTED CLOSERS — HEAVY DUTY Door Hardware 08710 - 10 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 a. All door closers shall be ANSI 156.4, Grade 1 Certified. All closers shall have aluminum alloy bodies, forged steel arms, and separate valves for adjusting backcheck, closing and latching cycles and adjustable spring to provide up to 50% increase in spring power. Closers shall be furnished with parallel arms mounting on all doors opening into corridors or other public spaces and shall be mounted to permit 180 degrees door swing wherever wall conditions permit. Ciosers shall not be installed on exterior or corridor side of doors; where possible install closers on door for optimum aesthetics. Provide drop plates or other accessories as required for proper mounting. Provide all required brackets and templates for mounting with overhead stops. 1) Specified Manufacturer: Norton 7500 Series 2) Approved Substitutes: Corbin Russwin DC6000, Sargent 351 Series, Yale 4400 Series 2. SURFACE MOUNTED CLOSERS — STANDARD DUTY a. All door closers shall be ANSI 156.4, Grade 1 Certified. All closers shall have aluminum alloy bodies, forged steel arms, and separate valves for adjusting backcheck, closing and latching cycles and adjustable spring to provide up to 50% increase in spring power. Closers shall be furnished with parallel arms mounting on all doors opening into corridors or other public spaces and shall be mounted to permit 180 degrees door swing wherever wall conditions permit. Closers shall not be installed on exterior or corridor side of doors; where possible install closers on door for optimum aesthetics. Provide drop plates or other accessories as required for proper mounting. Provide all required brackets and templates for mounting with overhead stops. 1) Specified Manufacturer: Norton 8500 Series 2) Approved Substitutes: Corbin Russwin DC3200, Sargent 1431 Series, Yale 3500 Series J. DOOR TRIM AND PROTECTIVE PLATES 1. Kick plates shall be .050 gauges and two (2) inches less than door width on push side and one (1) inch less than door width on pull side; height as specified in headings. Coordinate and provide width required where possible conflicting hardware dictates otherwise. Push plates, pull plates, door pulls and miscellaneous door trim shall be as shown in the hardware schedule. a. Specified Manufacturer: Rockwood b. Approved Substitutes: McKinney, Trimco K. DOOR STOPS AND HOLDERS 1. WALL MOUNTED DOOR STOPS a. Where a door is indicated on the plans to strike flush against a wall, wall bumpers shall be provided. Provide convex or concave design as indicated. Door Hardware 08710 - 11 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1) Specified Manufacturer: Rockwood 2) Approved Substitutes: McKinney, Trimco 2. OVERHEAD STOPS/HOLDERS a. Where specified, overhead stops/holders as shown in the hardware sets are to be provided. Track, slide, arm and jamb bracket shall be constructed of extruded bronze and shock absorber spring shall be of heavy tempered steel. Overhead stops shall be of non-handed design. 1) Specified Manufacturers: Rixson (series as specified) 2) Approved Substitutes: Sargent (series as specified) 3. MAGNETIC HOLD-OPENS a. Magnetic door holders shall meet or exceed ANSI A156.15 and be UL listed 228 for poor Closer and Holders, with or without integral smoke detectors. Holding force shall be 25 to 40 pounds and shall be fail-safe. Pushpin release that eliminates residual magnetism shall be standard. Provide magnetic hold-opens with triple-voltage coil that can receive 12 VDC, 24 VAC/DC, or 120VAC; or coordinate required voltage with electrical. 1) Specified Manufacturers: Rixson 2) Approved Substitutes: HES, Sargent L. GASKETING AND THRESHOLDS 1. Provide continuous weatherseal on exterior doors and smoke, light, or sound seals on interior doors where indicated or scheduled. Provide intumescent seals as required to meet UL10C Standard for Positive Pressure Fire Tests of Door Assemblies. Provide only those units where resilient or flexible seal strip is easily replaceable and readily available from stocks maintained by manufacturer. 2. Provide threshold units not less than 4" wide, formed to accommodate change in floor elevation where indicated, fabricated to accommodate door hardware and to fit door frames. All threshold units shall comply with the Americans with Disabilities Act (ADA). a. Specified Manufacturers: Pemko b. Approved Substitutes: McKinney, Reese, Zero M. SILENCERS 1. Furnish rubber door silencers all hollow metal frames; two (2) per pair and three (3) per single door frame. N. ELECTRONIC PRODUCTS AND ACCESSORIES Door Hardware 08710 - 12 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. CARD ACCESS LOCKS AND SOFTWARE — HOSPITALITY LOCKSETS a. All locksets shall be ANSI 156.13 Series 1000, Grade 1. Locksets shall have flash RAM memory and a 600 even audit trail. Lockcases shall be motorized with locking mechanisms located in the lockcase and no accessible parts from the outside. Locksets shall be powered by 4.5 volts via 3 standard AAA batteries. Locksets shall have panic release where the deadbolt and latch are automatically retracted by the inside handle for easy egress in emergency situations. Auto deadbolt option where both the latch and deadbolt lock the door independently from each other shall be available. Where specified, locksets shall be supplied with an optional mechanical override cylinder. Use of inechanical key override shall be registered in the lock memory for audit trail. b. Remote card readers shall be easily reprogrammed and upgraded on site without replacing expensive hardware or components with a 100 event audit trail stored in the unit and sealed electronics located on the inside of the door, enhance security and durability. Units shall be powered by standard AA-battery-operated and have a simple, reliable magnetic stripe card reader with keycards read during removal, for maximum performance. c. The software shall utilize global standard Windows 95/98/2000/NT applications and LAN networking. Software shall have TCP/IP addressing capabilities and shall interface with the major PMS and IT systems. The system shall feature 16,000 user ID's, 255 user groups, 31 keycard types, 8 lock timetables and unlimited common doors. d. Keycard encoders shall be automatic motor driven units allowing for rapid card encoding and verification. System shall be capable of up to 99 encoders and shall be connected in the LAN network directly, using TCP/IP addressing or the PC serial port. Multi-track encoders shall be used (Multi Track Network Encoder, 10bT, TCP/IP). 1) Specified Manufacturers: VingCard Signature Series / VingCard Vision System 2) Approved Manufacturers: Or Equal Manufacturer. e. Keypad lever system shall have an integrated alarm built in, at all unit entry doors. Certified Grade 2 ANSI/BHMA. Four digit security code, battery operated. ADA Compliant. 1) Specified Manufacturers: Schlage an Allegion Company; Built in Alarm Century Collection Keypad Merano Lever poor 2) Approved Manufacturers: Or Equal Manufacturer. 2. IN-LINE POWER CONTROLLER a. Where specified, electrified products shall be supplied with an in-line power controller that enables the hardware to operate from 12 to 32 volts. On board safety features shall include an in-line fuse to protect the hardware and host Door Hardware 08710 - 13 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 system from any possible reverse current surges. The controller shall regulate current to provide continuous duty operation without the typical head build up. 1) Specified Manufacturers: HES 2005 Smart-Pac II 2) Approved Manufacturers: Folger Adams 3. POWER SUPPLIES a. Power supplies shall furnish regulated 24VDC and shall be UL class 2 listed. LED's shall monitor zone status (voltage/no voltage) and slide switches shall be provided to connect or disconnect the load from power; 1, 4 or 8 separate output circuit breakers shall be provided to divide the load. Power supplies shall have the internal capability of charging optional 24VDC sealed lead acid batteries in addition to operating the DC load. Power supplies shall be supplied complete requiring only 120VAC to the fused input and shall be supplied in an enclosure. Power supplies shall be provided with emergency release terminals that allow the release of all devices upon activation of the fire alarm system. 1) Specified Manufacturer: Securitron BPS 2) Approved Substitutes: Folger Adams 2.03 FINISHES A. The designations used in schedules and elsewhere to indicate hardware finishes are those listed in ANSI/BHMA A156.18 or traditional U.S. finishes shown by certain manufacturers for their products. B. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware. C. Where specified hardware shall have an antimicrobial coating which permanently suppresses the growth of bacteria, algae, fungus, mold and mildew applied. The finish shall control the spread and growth of bacteria, mold and mildew and shall be FDA listed for use in medical and food preparation equipment. PART III — EXECUTION 3.01 EXAMINATION A. Contractor shall ensure that the building is secured and free from weather elements prior to installing interior door hardware. Examine hardware before installation to ensure it is free of defects. 3.02 INSTALLATION Door Hardware 08710 - 14 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 A. Mount hardware units at heights indicated in the following applicable publications, except as specifically indicated or required to comply with the governing regulations. 1. "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute (DHI.) 2. WDMA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush Doors." 3. Provide blocking in drywall partitions where wall stops are to be located. B. All hardware shall be applied and installed in accordance with best trade practice by an experienced hardware installer. Care shall be exercised not to mar or damage adjacent work. C. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation or application of surface protection with finishing work specified in the Division 9 Sections. Do not install surface-mounted items until finishes have been completed on the substrates involved. D. Provide a secure lock up for hardware delivered to the project but not yet installed. Control the handling and installation of hardware items so that the completion of the work will not be delayed by hardware losses before and after installation. 3.03 FIELD QUALITY CONTROL A. The hardware supplier shall do a final inspection prior to building completion to ensure that all hardware was correctly installed and is in proper working order. B. The manufacturer's representative shall do a final inspection prior to building completion to ensure that all hardware was correctly installed and is in proper working order. 3.04 ADJUSTING, CLEANING, AND DEMONSTRATING A. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made. B. Where door hardware is installed more than one month prior to acceptance or occupancy of a space or area, return to the installation during the week prior to acceptance or occupancy and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore to proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. C. Instruct owner's personnel in the proper adjustment and maintenance of door hardware and hardware finishes and usage of any electronic devices. Door Hardware 08710 - 15 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3.05 PROTECTION A. Contractor shall protect all hardware, as it is stored on construction site in a covered and dry place. Protect exposed hardware installed on doors during the construction phase. Install any and all hardware at the latest possible time frame. 3.06 HARDWARE SCHEDULE A. The following schedule is furnished for whatever assistance it may afford the Contractor; do not consider it as entirely inclusive. Should any particular door or item be omitted in any scheduled hardware heading, provide door or item with hardware same as required for similar purposes. Hardware supplier is responsible for handing and sizing all products as listed in the hardware heading. Quantities listed are for each pair of doors, or for each single door. B. Manufacturer's Abbreviations: 1. AD —Adams Rite 2. BA— Baldwin 3. BO — By Others 4. HS — HES 5. MK— McKinney 6. NO — Norton 7. PE — Pemko 8. RO — Rockwood 9. RF — Rixson 10. SA— Sargent 11. SU — Securitron 12. VI —Vingcard Hardware Schedule Set: 1.0 Door Hardware 08710 - 16 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Doors: A102B, A131 C 2 Floor Closer SC 27NH0 90 DEG 3/4" OS CWF 626 RF 3 Side Pivot M19 626 RF 1 Electric Side Pivot EM19-QC 626 RF 1 Exit Device (Exit Only) 10 16 NB-8710 862 US32D SA 1 Electrified Exit Device 10UL 16 56 NB-8710 306 x 862 US32D SA 1 Controller DC6866 X FLUSH MOUNT US32D VI 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Threshold PH 3 X 700 (PR) X L.A.R. AL RF 1 Weatherstrip 45041CNB @ Head & Jambs PE 2 Door Sweep 309AP X L.A.R. PE 2 Split Astragal 18041CNB X L.A.R. PE 1 Power Supply BPS-24 SU 1 ElectroLynx Harness QC-0003P MK 1 ElectroLynx Harness QC-C1500P MK 1 Door Buzzer BY OTHERS BO 2 Quickspotter Installation 1859001 RF Notes: Doors normally closed and locked. Access by authorized use of card reader (controller) or by use of authorized key. During certain hours, exit devices can be dogged down allowing doors to act as push pull doors. Doors always have free egress. Set: 2.0 Doors: A108B, A125A, A125B, A140A, A140B, A140C 2 Floor Closer SC 27NH0 90 DEG 3/4" OS CWF 626 RF 4 Side Pivot M19 626 RF 1 Exit Device (Exit Only) 10 16 NB-8710 862 US32D SA 1 Exit Device (Night Latch) 10UL 16 NB-8710 306 x 862 US32D SA 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Threshold PH 3 X 700 (PR) X L.A.R. AL RF 1 Weatherstrip 45041CNB @ Head & Jambs PE 2 Door Sweep 345ANB X L.A.R. PE 2 Split Astragal 18041CNB X L.A.R. PE 2 Quickspotter Installation 1859001 RF Set: 3.0 Doors: A102A, A104A, A131A, A131B 2 Floor Closer SC 27NH0 90 DEG 3/4" OS CWF 626 RF 4 Side Pivot M19 626 RF 2 Push Bar & Pull BF15747 X L.A.R. US32D RO 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO Door Hardware 08710 - 17 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Threshold PH 3 X 700 (PR) X L.A.R. AL RF 1 Weatherstrip 45041CNB @ Head & Jambs PE 2 Door Sweep 345ANB X L.A.R. PE 2 Split Astragal 18041CNB X L.A.R. PE 2 Quickspotter Installation 1859001 RF Set: 4.0 Doors: B129C 2 Floor Closer SC 27NH0 90 DEG 3/4" OS CWF 626 RF 3 Side Pivot M19 626 RF 1 Electric Side Pivot EM19-QC 626 RF 1 Exit Device (Exit Only) NB-8710 US32D SA 1 Electrified Exit Device 10UL 56 NB-8710 306 x 862 US32D SA 1 Controller DC6866 X FLUSH MOUNT US32D VI 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Threshold PH 3 X 700 (PR) X L.A.R. AL RF 1 Weatherstrip 45041CNB @ Head & Jambs PE 2 Door Sweep 345ANB X L.A.R. PE 2 Split Astragal 18041CNB X L.A.R. PE 1 Power Supply BPS-24 SU 1 ElectroLynx Harness QC-0003P MK 1 ElectroLynx Harness QC-C1500P MK 2 Quickspotter Installation 1859001 RF Notes: Doors normally closed and locked. Access by authorized use of card reader (controller) or by use of authorized key. Doors always have free egress. Set: 5.0 Doors: A142A Doors: A142A Doors: A142A Doors: A142A Doors: A142A Doors: A142A 4 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Exit Device (Night Latch) 10UL 8804 FSW US32D SA 1 Door Closer CLP7500 689 NO 1 Drop Plate 7788 (as required) 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Threshold 2001AT X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Door Sweep 345AV X L.A.R. PE Set: 5.A Doors: A111, B111 4 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK Door Hardware 08710 - 18 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1 Exit Device (Night Latch) 10UL 12 8804 FSW US32D SA 1 Door Closer CLP7500 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Threshold 2001AT X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Door Sweep 345AV X L.A.R. PE Set: 6.0 Doors: A104B 2 Floor Closer SC 27NH0 90 DEG 3/4" OS CWF 626 RF 3 Side Pivot M19 626 RF 1 Electric Side Pivot EM19-QC 626 RF 1 Exit Device (Exit Only) 10 16 NB-8710 862 US32D SA 1 Electrified Exit Device 10UL 16 56 NB-8710 306 x 862 US32D SA 1 Controller DC6866 X FLUSH MOUNT US32D VI 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Threshold PH 3 X 700 (PR) X L.A.R. AL RF 1 Weatherstrip 45041CNB @ Head & Jambs PE 2 Door Sweep 309AP X L.A.R. PE 2 Split Astragal 18041CNB X L.A.R. PE 1 Power Supply BPS-24 SU 1 ElectroLynx Harness QC-0003P MK 1 ElectroLynx Harness QC-C1500P MK 2 Quickspotter Installation 1859001 RF Notes: Doors normally closed and locked. Access by authorized use of card reader (controller) or by use of authorized key. During certain hours, exit devices can be dogged down allowing doors to act as push pull doors. Doors always have free egress. Set: 7.0 Doors: B110A 4 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Exit Device (Passage) 8815 ETMD US32D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 2001AT X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Door Sweep 345AV X L.A.R. PE Set: 8.0 Doors: A142B Door Hardware 08710 - 19 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Electric Hinge T4A3786 4-1/2" x 4-1/2" QC US26D MK 1 Electrified Exit Device 10 12 8876 ETMD US32D SA 1 Controller DC6866 X FLUSH MOUNT US32D VI 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D @ Head & Jambs PE 1 Power Supply BPS-24 SU 1 SMART Pac Bridge Rectifier 2005 HS 1 ElectroLynx Harness QC-C300P MK 1 ElectroLynx Harness QC-C1500P MK Notes: Door normally closed and locked. Access by authorized use of card reader (controller) or by use of authorized key. Door always has free egress. Set: 9.0 Doors: B117A 8 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Lockset (Storeroom) 10UL 8204 TEMD US32D SA 1 Flush Bolt 555 US26D RO 1 Door Closer 7500 REG/PA (active leaf) 689 NO 2 Armor Plate K1050 36" X 1" L.D.W. 4BE CSK US32D RO 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Threshold 253x3AFG X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 2 Sweep 315CN X L.A.R. PE 1 Astragal 357SP X S88D X L.A.R. PE Set: 10.0 Doors: A120A 3 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Lockset (Storeroom) 10UL 8204 TEMD US32D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 253x3AFG X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Sweep 315CN X L.A.R. PE Set: 11.0 Doors: B 104A, B 106A, B 119A 3 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK Door Hardware 08710 - 20 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1 Lockset (Classroom) 10UL 8237 TEMD US32D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 272A X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Auto Door Bottom 420APKL X L.A.R. PE Set: 12.0 Doors: A605D 3 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Lockset (Passage) 8215 TEMD US32D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 253x3AFG X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Sweep 315CN X L.A.R. PE Set: 13.0 Doors: A105, A116A 8 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Deadlock 10UL 4875 US32D SA 1 Flush Bolt 555 US26D RO 4 Door Pull RM3310-36 BTB US32D RO 2 Door Closer 7500 REG/PA 689 NO 2 Drop Plate 7786/7788 (as required) 689 NO 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Threshold 272A X L.A.R. PE 1 Weatherstrip 45041CNB @ Head & Jambs PE 2 Door Sweep 309AP X L.A.R. PE 2 Split Astragal 18041CNB X L.A.R. PE Set: 14.0 Doors: A124, A126 1 Floor Closer SC 28SH0 X 554 90 DEG CWF 626 RF 2 Door Pull RM3310-36 BTB US32D RO 1 Floor Stop 482 US26D RO 1 BALANCE BY DOOR SUPPLIER BO Set: 15.0 Door Hardware 08710 - 21 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Doors: AP118B, AP323, BP115A, BP115B, BP116 3 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Exit Device (Storeroom) 10 12 8804 ETMD US32D SA 1 Door Closer CLP7500 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Gasketing S88D @ Head & Jambs PE Set: 16.0 Doors: AP118A, BP216 6 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Removable Mullion 10 12-L980 X L.A.R. PC SA 1 Exit Device (Exit Only) 12 8810 US32D SA 1 Exit Device (Storeroom) 10 12 8804 ETMD US32D SA 2 Door Closer CLP7500 689 NO 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 1 Gasketing S88D @ Head & Jambs PE 2 Split Astragal 305CN X L.A.R. PE Set: 16.A Doors: B118 8 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Removable Mullion 10 12-L980 X L.A.R. PC SA 1 Exit Device (Exit Only) 12 8810 US32D SA 1 Exit Device (Storeroom) 10 12 8804 ETMD US32D SA 2 Door Closer CLP7500 689 NO 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 1 Threshold 272A X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 2 Sweep 315CN X L.A.R. PE 2 Split Astragal 305CN X L.A.R. PE Set: 17.0 Doors: A211, A214, A311, A314, A411, A414, A511, A514, A611, A614, B211, B212, B311, B312, B411, B412, B511, B512, B611, B612, B616, B711, B716 3 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Exit Device (Passage) 12 8815 ETMD US32D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S88D @ Head & Jambs PE Set: 17.A Door Hardware 08710 - 22 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Doors: A114, B112 3 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Exit Device (Passage) 12 8815 ETMD US32D SA 1 Door Closer 7500 REG/PA X 2018S 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Overhead Stop 9-X36 (size as required) 630 RF 1 Gasketing S88D @ Head & Jambs PE Set: 17.B Doors: AP111, AP211, AP311, BP111, BP112, BP211, BP212, BP311, BP312 3 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Exit Device (Passage) 12 8815 ETMD US32D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 272A X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 1 Sweep 315CN X L.A.R. PE Set: 18.0 Doors: AP218, AP220, AP321, AP322 6 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Dust Proof Strike 570 US26D RO 1 Flush Bolt 555 US26D RO 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Door Closer 7500 REG/PA (active leaf) 689 NO 2 Armor Plate K1050 36" X 1" L.D.W. 4BE CSK US32D RO 2 Wall Stop 409 US32D RO 1 Astragal 357SP X L.A.R. PE Set: 18.A Doors: AP124 6 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Auto Flush Bolt 1842 US26D RO 1 Dust Proof Strike 570 US26D RO 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Coordinator 1672 Black RO 2 Mounting Bracket 1601AB (as required) Black RO 2 Door Closer 7500 REG/PA 689 NO 2 Armor Plate K1050 36" X 1" L.D.W. 4BE CSK US32D RO 2 Wall Stop 409 US32D RO Door Hardware 08710 - 23 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1 Gasketing S88D @ Head & Jambs PE 1 Astragal 357SP X S88D X L.A.R. PE Set: 18.B Doors: AP120A 6 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Auto Flush Bolt 1842 US26D RO 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Coordinator 1672 Black RO 2 Door Closer 7500 REG/PA 689 NO 2 Armor Plate K1050 36" X 1" L.D.W. 4BE CSK US32D RO 2 Wall Stop 409 US32D RO 1 Threshold 272A X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 2 Sweep 315CN X L.A.R. PE 1 Astragal 357SP X S88D X L.A.R. PE Set: 19.0 Doors: B107 1 Pivot Set L147 626 RF 2 Side Pivot M19 626 RF 1 Exit Device (Night Latch) 10 8504 862 US32D SA 1 Electric Strike 9500 630 HS 1 Controller DC6866 X FLUSH MOUNT US32D VI 1 Door Closer 7500 REG/PA 689 NO 1 Drop Plate 7788 (as required) 689 NO 1 Wall Stop 409 US32D RO 1 Power Supply BPS-24 SU 1 SMART Pac Bridge Rectifier 2005 HS 1 Door Seal DOOR MANUFACTURERS STANDARD Set: 20.0 Doors: B108B 4 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S88D @ Head & Jambs PE Set: 21.0 Doors: A218, A318, A418, A518, A618, B215, B315, B415, B515, B615, B714 Door Hardware 08710 - 24 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S88D @ Head & Jambs PE Set: 22.0 Doors: B122 8 Hinge TA2314 4-1/2" x 4-1/2" (NRP) US32D MK 1 Dust Proof Strike 570 US26D RO 1 Flush Bolt 555 US26D RO 1 Mortise Deadlock MS1850S X 4089 628 AD 1 Thumb Turn 4066 628 AD 1 Mortise Cylinder 10 41 X 101 US26D SA 2 Push Bar & Pull BF15747 X L.A.R. US32D RO 1 Door Closer CLP7500 (active leaf) 689 NO 1 Drop Plate 7788 (as required) 689 NO 1 Overhead Stop 9-X36 (size as required) 630 RF 1 Door Seal DOOR MANUFACTURERS STANDARD BO Set: 23.0 Doors: B620A, B620B, B620C 6 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Auto Flush Bolt 1942 US26D RO 1 Dust Proof Strike 570 US26D RO 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Coordinator 1672 Black RO 2 Mounting Bracket 1601AB (as required) Black RO 2 Door Closer CLP7500 689 NO 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 1 Gasketing S88D @ Head & Jambs PE 2 Split Astragal 18041CNB X L.A.R. PE Set: 23.A Doors: BP119A 6 Hinge TA2714 5" x 4-1/2" (NRP) US26D MK 1 Flush Bolt 555 X (rod length as required) US26D RO 1 Dust Proof Strike 570 US26D RO 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA (active leaf) 689 NO 2 Armor Plate K1050 36" X 1" L.D.W. 4BE CSK US32D RO Door Hardware 08710 - 25 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1 Overhead Stop 1-X36 (size as required) 630 RF 1 Gasketing S88D @ Head & Jambs PE 1 Astragal 357SP X S88D X L.A.R. PE Set: 24.0 Doors: AP126, AP216, AP324, B115, BP316 6 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Auto Flush Bolt 1842 US26D RO 1 Dust Proof Strike 570 US26D RO 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Coordinator 1672 Black RO 2 Mounting Bracket 1601AB (as required) Black RO 2 Door Closer CLP7500 689 NO 2 Armor Plate K1050 36" X 1" L.D.W. 4BE CSK US32D RO 1 Gasketing S88D @ Head & Jambs PE 1 Astragal 357SP X S88D X L.A.R. PE Set: 25.0 Doors: AP217, AP318, B116, B703, B704 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO Set: 25.A Doors: B130 1 Pivot 147 626 RF 2 Side Pivot M19 626 RF 1 Mortise Deadlock MS1850S X 4089 628 AD 1 Thumb Turn 4066 628 AD 1 Mortise Cylinder 10 41 X 101 US26D SA 2 Door Pull BF157 BTB US32D RO 1 Door Closer 7500 REG/PA 689 NO 1 Drop Plate 7786/7788 (as required) 689 NO 1 Wall Stop 409 US32D RO 1 Door Seal DOOR MANUFACTURERS STANDARD BO Set: 26.0 Doors: A106, A107, B109 4 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK Door Hardware 08710 - 26 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO Set: 26.A Doors: BP315 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 253x3AFG X L.A.R. PE 1 Gasketing S44D @ Head & Jambs PE 1 Auto Door Bottom 420APKL X L.A.R. PE Set: 27.0 Doors: AP120B 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA X 2018S 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Overhead Stop 9-X36 (size as required) 630 RF Set: 28.0 Doors: A110 4 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S88D @ Head & Jambs PE Set: 29.0 Doors: A121, A217, A317, A417, A517, A617, A619, AP117, AP219, AP315, AP319, AP320, B216, B316, B416, B516, B619 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO Door Hardware 08710 - 27 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1 Gasketing S88D @ Head & Jambs PE Set: 30.0 Doors: AP214, AP316, AP317, BP318 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer CLP7500 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Gasketing S88D @ Head & Jambs PE Set: 30.A Doors: AP119 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer CLP7500 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Threshold 2001AT X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 1 Auto Door Bottom 420APKL X L.A.R. PE Set: 31.0 Doors: AP123 3 Hinge TA2714 5" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S88D @ Head & Jambs PE Set: 32.0 Doors: AP120C, AP125, BP117, BP117A, BP117B, BP119B 3 Hinge TA2714 5" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA X 2018S 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Overhead Stop 9-X36 (size as required) 630 RF 1 Gasketing S88D @ Head & Jambs PE Set: 33.0 Doors: A117, A119 Door Hardware 08710 - 28 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 4 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Office) 10 8205 TEMD US26D SA 1 Wall Stop 409 US32D RO Set: 34.0 Doors: A116B 4 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Classroom) 10 8237 TEMD US26D SA 1 Overhead Stop 1-X36 (size as required) 630 RF Set: 35.0 Doors: AP121 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Classroom) 10 8237 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO Set: 35.A Doors: AP122 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Classroom) 10 8237 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 253x3AFG X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 1 Auto Door Bottom 420APKL X L.A.R. PE Set: 36.0 Doors: A128, A129 4 Hinge TA714 4-1/2" x 4-1/2" US26D MK 4 Spring Hinge 1502 4-1/2" x 4-1/2" US26D MK 1 Lockset (Privacy) SG 49 8265 TEMD US26D SA 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Mop Plate K1050 6" X 1" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO Set: 37.0 Door Hardware 08710 - 29 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Doors: A109, A115, A127, A130 4 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Privacy) SG 49 8265 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Mop Plate K1050 6" X 1" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D @ Head & Jambs PE Set: 38.0 Doors: B 125, B 127 4 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Mortise Deadlock MS1850S X 4089 628 AD 1 Thumb Turn 4066 628 AD 2 Door Pull BF157 BTB US32D RO 1 Door Closer 7500 REG/PA 689 NO 1 Drop Plate 7786/7788 (as required) 689 NO 1 Wall Stop 409 US32D RO 1 Door Seal DOOR MANUFACTURERS STANDARD BO Set: 39.0 Doors: B 124, B 128 4 Hinge T4A3386 4-1/2" x 4-1/2" (NRP) US32D MK 1 Mortise Deadlock MS1850S X 4089 628 AD 1 Thumb Turn 4066 628 AD 2 Door Pull BF157 BTB US32D RO 1 Door Closer 7500 REG/PA 689 NO 1 Drop Plate 7786/7788 (as required) 689 NO 1 Overhead Stop 1-X36 (size as required) 630 RF 1 Door Seal DOOR MANUFACTURERS STANDARD BO Set: 40.0 Doors: B105A, B106B, B108A 1 Pivot Set L147 626 RF 2 Side Pivot M19 626 RF 1 Push Bar & Pull BF15747 X L.A.R. US32D RO 1 Door Closer 7500 REG/PA 689 NO 1 Drop Plate 7786/7788 (as required) 689 NO 1 Overhead Stop 1-X36 (size as required) 630 RF 1 Door Seal DOOR MANUFACTURERS STANDARD BO Set: 41.0 Door Hardware 08710 - 30 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Doors: AP116, AP215, AP314, BP118, BP215, BP317 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Passage) 8215 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 272A X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 1 Auto Door Bottom 420APKL X L.A.R. PE Set: 41.A Doors: B129A, B129B 4 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Passage) 8215 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 272A X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 1 Auto Door Bottom 420APKL X L.A.R. PE Set: 42,0 Doors: A120B 3 Hinge TA2714 4-1/2" x 4-1/2" (NRP) US26D MK 1 Lockset (Storeroom) 10 8204 TEMD US26D SA 1 Door Closer 7500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Overhead Stop 1-X36 (size as required) 630 RF 1 Gasketing S88D @ Head & Jambs PE Set: 43.0 Doors: A118, AP114 3 Hinge TA2798 4-1/2" x 6" US26D MK 1 Lockset (Passage) 8215 TEMD US26D SA 1 Door Closer 7500ST-180 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Electromagnetic Holder 998 689 RF 1 Gasketing S88D @ Head & Jambs PE Door Hardware 08710 - 31 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Notes: Door normally held open by electromagnetic holder. Holder to be tied into the building fire alarm system. During an alarm electromagnetic holder will release, allowing door to close and latch. Set: 44.0 Doors: B 123, B 126 1 Pivot Set L147 626 RF 2 Side Pivot M19 626 RF 2 Door Pull BF157 BTB US32D RO 1 Door Closer 7500 REG/PA 689 NO 1 Drop Plate 7786/7788 (as required) 689 NO 1 Wall Stop 409 US32D RO 1 Door Seal DOOR MANUFACTURERS STANDARD BO Set: 45.0 Doors: A108A 8 Hinge T4A3786 4-1/2" x 4-1/2" (NRP) US26D MK 1 Flush Bolt 555 X (rod length as required) US26D RO 1 Deadlock 10 4875 US26D SA 4 Door Pull RM3310-36 BTB US32D RO 2 Door Closer 7500 REG/PA 689 NO 2 Drop Plate 7786 (as required) 689 NO 2 Kick Plate K1050 10" X 1" L.D.W. 4BE CSK US32D RO 2 Overhead Stop 1-X36 (size as required) 630 RF 1 Weatherstrip 45041CNB @ Head & Jambs PE 2 Door Sweep 309AP X L.A.R. PE 2 Split Astragal 18041CNB X L.A.R. PE Set: 46.0 Doors: A101, A605C, B 101 A, B 102A 4 Hinge TA2314 4-1/2" x 4-1/2" (NRP) US32D MK 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Door Closer 8500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Door Stop 519 (as required) US26D RO 1 Threshold 272A X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Sweep 315CN X L.A.R. PE 1 Door Guard 604 US26D RO 1 Viewer 622 US26D RO Set: 46.A Door Hardware 08710 - 32 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Doors: B605B 3 Hinge TA2314 4-1/2" x 4-1/2" (NRP) US32D MK 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Door Closer 8500 REG/PA 689 NO 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Door Stop 519 (as required) US26D RO 1 Threshold 272A X L.A.R. PE 1 Weatherstrip 303AS @ Head & Jambs PE 1 Sweep 315CN X L.A.R. PE 1 Door Guard 604 US26D RO 1 Viewer 622 US26D RO Set: 47.0 Doors: A201, A202, A203, A204A, A204B, A205A, A205B, A206, A207, A208, A209, A301, A302, A303, A304A, A304B, A305A, A305B, A306, A307, A308, A309, A310, A401, A402, A403, A404A, A404B, A405A, A405B, A406, A407, A408, A409, A410, A501, A502, A503, A504A, A504B, A505A, A505B, A506, A507, A508, A509, A510, A601, A602A, A603A, A604, B101B, B102B, B103, B201A, B201B, B202, B203, B204, B205, B301, B302, B303A, B303B, B304, B305, B306, B307, B401, B402, B403A, B403B, B404, B405, B406, B407, B501, B502, B503A, B503B, B504, B505, B506, B507, B601, B602A, B603, B604, B605A, B701 A, B701 B, B702A 1 Hinge TA714 4-1/2" x 4-1/2" US26D MK 2 Spring Hinge 1502 4-1/2" x 4-1/2" US26D MK 1 Card Key Lockset SIGNATURE-TREND MD Lever 626 Cover US26D VI 1 Kick Plate K1050 10" X 2" L.D.W. 4BE CSK US32D RO 1 Door Stop 519 (as required) US26D RO 1 Threshold V232D X L.A.R. PE 1 Gasketing S773D @ Head & Jambs PE 1 Auto Door Bottom 411ARL X L.A.R. PE 1 Door Guard 604 US26D RO 1 Viewer 622 US26D RO Set: 48.0 Doors: Unit Communicating Doors 45MIN. (Verify Quantities) 1 Hinge TA714 4-1/2" x 4-1/2" US26D MK 2 Spring Hinge 1502 4-1/2" x 4-1/2" US26D MK 1 Lockset (Communicating) 8213 TOMD US26D SA 1 Deadlock 10 4875 US26D SA 1 Door Stop 519 (as required) US26D RO 1 Gasketing S773D @ Head & Jambs PE 1 Auto Door Bottom 411ARL X L.A.R. PE Notes: Provide hinge pin stop where required. Door Hardware 08710 - 33 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Set: 49.0 Doors: Unit Communicating Doors Non-Rated (Verify Quantities) 3 Hinge T2714 4-1/2" x 4-1/2" US26D MK 1 Tubular Lockset (Passage) 243 Sunrise US32D IX 1 Deadlock 10 4875 US26D SA 1 Door Stop 519 (as required) US26D RO Notes: Provide hinge pin stop where required. Set: 50.0 Doors: Unit Single Swing Bathroom & Bedroom Doors (Verify Quantities) 3 Hinge T2714 4-1/2" x 4-1/2" US26D MK 1 Tubular Lockset (Privacy) 243 Sunrise US32D IX 1 Door Stop 519 (as required) US26D RO Notes: Provide hinge pin stop where required. Set: 51.0 Doors: Unit Single Swing Closet, Laundry & Mech. Room Doors (Verify Quantities) 3 Hinge T2714 4-1/2" x 4-1/2" US26D MK 1 Tubular Lockset (Passage) 243 Sunrise US32D IX 1 Door Stop 519 (as required) US26D RO Notes: Provide hinge pin stop where required. Set: 52.0 Doors: Unit Pairs Closet, Laundry & Mech. Room Doors (Verify Quantities) 6 Hinge T2714 4-1/2" x 4-1/2" US26D MK 2 Roller Latch 590 US26D RO 2 Tubular Lockset (Dummy) 243 Sunrise US32D IX 2 Door Stop 519 (as required) US26D RO Notes: Provide hinge pin stop where required. Set: 53.0 Doors: Unit Pocket Bathroom Doors (Verify Quantities) 1 Pockset Door Set PF28200A X L.A.R. PE 1 Pocket Door Privacy 8585 264 BA Door Hardware 08710 - 34 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Set: 54.0 Doors: Unit By-Pass Doors (Verify Quantities) 1 Bypass Hardware Set HBP200A X L.A.R. PE 2 Flush Pull 95A US26D RO Set: 55.0 Doors: Unit Sliding Balcony Doors (Verify Quantities) 1 Cylinder CYLINDER AS REQUIRED US26D SA 1 BALANCE BY DOOR SUPPLIER BO Set: 56.0 Doors: Unit Pair Balcony Doors (Verify Quantities) 2 Flush Bolt 555 X (rod length as required) US26D RO 1 Tubular Lockset (Passage) 243 Sunrise US32D IX 1 Deadbolt 10 485 US26D SA 1 BALANCE BY DOOR SUPPLIER BO Set: 57.0 Doors: Unit Single Swing Balcony Doors (Verify Quantities) 1 Deadbolt 10 485 US26D SA 1 Tubular Lockset (Passage) 243 Sunrise US32D IX 1 Door Stop 519 (as required) US26D RO 1 BALANCE BY DOOR SUPPLIER BO Set: 58.0 Doors: B117B, B119B 1 Controller DC6866 X FLUSH MOUNT US32D VI 1 BALANCE BY DOOR SUPPLIER BO Set: Misc-1 1 Software VISION SOFTWARE VI 1 Misc SOFTWARE/LOCK TRAINING VI 1 Misc ENCODER VI 1 Misc CARDS (Confirm quantity with owner) VI Set: Misc-2 Door Hardware 08710 - 35 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2 Knox Box 3200R X 3200RMK Black KX Notes: Locations of knox boxes to be determined by the local fire department. Set: Misc-3 Doors: B121 1 HARDWARE BY DOOR SUPPLIER BO END OF SECTION 08710 Door Hardware 08710 - 36 ASSA ABLOY Door Security Solutions Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 09911 - EXTERIOR PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Section includes surface preparation and the application of paint systems on the following exterior substrates: 1. Steel. 2. Galvanized metal. 3. Wood. 4. Exterior gypsum board 5. Fiber cement 6. Exterior portland cement plaster (stucco). B. Refer to Division 32 for pavement marking. 1.2 DEFINITIONS A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523. B. Gloss Level3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. C. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. D. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. E. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. F. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. Include preparation requirements and application instructions. B. Samples: For each type of paint system and each color and gloss of topcoat. C. Product List: For each product indicated. 1.4 MAINTENANCE MATERIAL SUBMITTALS EXTERIOR PAINTING 09911 - 1 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 A. Furnish extra materials[, from the same product run,] that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Paint: [5] percent, but not less than 1 gal. of each material and color applied. 1.5 QUALITY ASSURANCE A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Architect will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.. b. Other Items: Architect will designate items or areas required. 2. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Architect at no added cost to Owner. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Products as listed on the Drawings. 2.2 PAINT, GENERAL A. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. B. Colors: As indicated in a color schedule. 2.3 PRIMER/SEALERS A. Exterior Latex Primer C: 1. PPG, Seal Grip 100% Acrylic, Universal Primer. B. Exterior Acrylic Primer M: EXTERIOR PAINTING 09911 - 2 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. PPG, Perma-Crete Alkali Resistant Primer 2.4 METAL RPIMERS A. Refer to Division 05 for shop primers B. Light Industrial Waterborne Primer H: 1. PPG, Pitt Tech Plus, Int/Ext DTM Industrial Primer C. Waterborne Fluoropolymer Primer L: 1. ER System's Reflecticlean, with Kynar Aquatec 2.5 WOOD PRIMER A. Exterior Latex Primer E: 1. PPG, Seal Grip 100% Acrylic, Universal Primer/Sealer. 2.6 EXTERIOR LATEX FINISH PAINTS A. Light Industrial Waterborne Paint A: 1. PPG, SpeedHide Exterior House and Trim Acrylic Latex. 2.7 WATERBORNE LIGHT INDUSTRIAL FINISH COATINGS A. Light Industrial Waterborne Paint E: 1. PPG, Pitt Tech Plus, Int/Ext DTM Industrial Primer 2.8 HIGH PERFORMANCE COATINGS A. Waterborne Fluoropolymer Paint M: 1. ER System's Reflecticlean, with Kynar Aquatec PART 3 - EXECUTION 3.1 CONDITIONS A. Strictly adhere to manufacturers specifications and instructions. 3.2 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. EXTERIOR PAINTING 09911 - 3 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Wood: 15 percent. 2. Gypsum Board: 12 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. D. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.3 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates and paint systems indicated. B. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. 3.4 APPLICATION A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Manual." B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 3.5 CLEANING AND PROTECTION A. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. B. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6 EXTERIOR PAINTING SCHEDULE A. Steel Substrate: 1. Light Industrial Waterborne Coating: a. Prime Coat H. EXTERIOR PAINTING 09911 - 4 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 b. Intermediate Coat: Match topcoat c. Topcoat E. 2. Waterborne Fluoropolymer: a. Prime Coat L. b. Intermediate Coat: Match topcoat c. Topcoat M. 3. Latex System: a. Intermediate Coat: Match topcoat b. Topcoat A. B. Wood Substrate: 1. Latex System: a. Prime Coat E. b. Intermediate Coat: Match topcoat c. Topcoat A. C. Exterior Gypsum Board Substrate: 1. Latex System: a. Prime Coat C. b. Intermediate Coat: Match topcoat c. Topcoat A. D. Exterior Cement Board 1. Latex System: a. Prime: Manufacturers standard b. Topcoat: Selected from manufacturers approved list END OF SECTION 09911 EXTERIOR PAINTING 09911 - 5 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 099300 - STAINING AND TRANSPARENT FINISHING PART 1 - GENERAL 1.1 SUMMARY A. Section includes surface preparation and application of wood finishes. on the following substrates: 1. Exterior Substrates: a. Exposed glued-laminated beams and columns. b. Exposed dimension lumber (rough carpentry). c. Dressed lumber (finish carpentry). d. Exposed wood panel products. e. Wood decks and stairs. f. Wood shingles and shakes (excluding roofs). B. Related Requirements: 1. Division 09 Section "Exterior Painting" for standard paint systems on exterior substrates. 2. Division 09 Section "Interior Painting" for stains and transparent finishes on concrete floors. 3. Division 09 Section "High-Performance Coatings" for transparent high- performance coatings on concrete floors and clay masonry. 1.2 DEFINITIONS A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523. B. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. C. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. D. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. E. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include preparation requirements and application instructions. B. Samples for Initial Selection: For each type of product indicated. C. Samples for Verification: For each type of finish system and in each color and gloss of finish indicated. STAINING AND TRANSPARENT FINISHING 099300 - 1 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. Submit Samples on representative samples of actual wood substrates, 8 inches square or 8 inches long. 2. Label each Sample for location and application area. D. Product List: For each product indicated, include the following: 1. Cross-reference to finish system and locations of application areas. Use same designations indicated on Drawings and in schedules. 2. Printout of current "MPI Approved Products List" or equivalent for each product category specified in Part 2, with the product proposed. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Stains and Transparent Finishes: 5 percent, but not less than 1 gal. of each material and color applied. 1.5 QUALITY ASSURANCE A. Mockups: Apply mockups of each finish system indicated and each color selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Architect will select one surface to represent surfaces and conditions for application of each type of finish system and substrate. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.. b. Other Items: Architect will designate items or areas required. 2. Final approval of stain color selections will be based on mockups. a. If preliminary stain color selections are not approved, apply additional mockups of additional stain colors selected by Architect at no added cost to Owner. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.7 FIELD CONDITIONS A. Apply finishes only when temperature of surfaces to be finished and ambient air temperatures are between 50 and 95 deg F. B. Do not apply finishes when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. STAINING AND TRANSPARENT FINISHING 099300 - 2 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 C. Do not apply exterior finishes in snow, rain, fog, or mist. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in other Part 2 articles for the category indicated. 2.2 MATERIALS, GENERAL A. Material Compatibility: 1. Provide materials for use within each finish system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a finish system, provide products recommended in writing by manufacturers of topcoat for use in finish system and on substrate indicated. B. Stain Colors: Match Architect's samples As indicated in a color schedule. 2.3 PRIMERS AND SEALERS A. Primer, Latex for Exterior Wood: MPI #6. B. Preservative, for Exterior Wood: MPI #37. 2.4 STAINS A. Stain, Exterior, Water Based, Solid Hide: MPI #16. B. Stain, Exterior, Solvent Based, Semi-Transparent: MPI #13. C. Stain, for Exterior Wood Decks: MPI #33. 2.5 POLYURETHANE VARNISHES A. Varnish, Aliphatic Polyurethane, Two-Component (Gloss Level 6 or 7): MPI #78. 2.6 SOURCE QUALITY CONTROL A. Testing of Materials: Owner reserves the right to invoke the following procedure: 1. Owner will engage the services of a qualified testing agency to sample wood finishing materials. Contractor will be notified in advance and may be present when samples are taken. If materials have already been delivered to Project STAINING AND TRANSPARENT FINISHING 099300 - 3 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency. 2. Testing agency will perform tests for compliance with product requirements. 3. Owner may direct Contractor to stop applying wood finishes if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying materials from Project site, pay for testing, and refinish surfaces finished with rejected materials. Contractor will be required to remove rejected materials from previously finished surfaces before refinishing with complying materials if the two finishes are incompatible or produce results that, in the opinion of the Architect, are aesthetica�ly unacceptable. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Exterior Wood Substrates: 10 percent, when measured with an electronic moisture meter. C. Verify suitability of substrates, including surface conditions and compatibility with finishes and primers. D. Proceed with finish application only after unsatisfactory conditions have been corrected. 1. Beginning finish application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove hardware, covers, plates, and similar items already in place that are removable. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and finishing. 1. After completing finishing operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. C. Clean and prepare surfaces to be finished according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Remove dust, dirt, oil, and grease by washing with a detergent solution; rinse thoroughly with clean water and allow to dry. Remove grade stamps and pencil marks by sanding lightly. Remove loose wood fibers by brushing. 2. Remove mildew by scrubbing with a commercial wash formulated for mildew removal and as recommended by stain manufacturer. STAINING AND TRANSPARENT FINISHING 099300 -4 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 D. Exterior Wood Substrates: 1. Scrape and clean knots, and apply coat of knot sealer before applying primer. 2. Prime edges, ends, faces, undersides, and backsides of wood. a. For solid hide stained wood, stain edges and ends after priming. b. For varnish coated stained wood, stain edges and ends and prime with varnish. Prime undersides and backsides with varnish. 3. Countersink steel nails, if used, and fill with putty or plastic wood filler tinted to final color. Sand smooth when dried. 3.3 APPLICATION A. Apply finishes according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual." 1. Use applicators and techniques suited for finish and substrate indicated. 2. Finish surfaces behind movable equipment and furniture same as similar exposed surfaces. 3. Do not apply finishes over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. B. Apply finishes to produce surface films without cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other surface imperfections. 3.4 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing finish application, clean spattered surfaces. Remove spattered materials by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from finish application. Correct damage by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced finished wood surfaces. 3.5 EXTERIOR WOOD-FINISH-SYSTEM SCHEDULE A. Wood substrates, nontraffic surfaces, including wood trim architectural woodwork doors windows wood siding wood fences wood-based panel products glued-laminated construction exposed joists exposed beams wood shingles and shakes (excluding roofs). 1. So�id Hide, Water-Based Stain System: a. Prime Coat: Primer, latex for exterior wood, MPI #6. b. Intermediate Coat: Stain, exterior, water based, solid hide, matching topcoat. STAINING AND TRANSPARENT FINISHING 099300 - 5 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 c. Topcoat: Stain, exterior, water based, solid hide, MPI #16. 2. Semitransparent Stain System: a. Prime Coat: Stain, exterior, solvent based, semi-transparent, matching topcoat. b. Topcoat: Stain, exterior, solvent based, semi-transparent, MPI #13. 3. Clear, Two-Component Polyurethane Varnish System: a. Prime Coat: Varnish, aliphatic polyurethane, two-component, matching topcoat. b. Intermediate Coat: Varnish, aliphatic polyurethane, two-component, matching topcoat. c. Topcoat: Varnish, aliphatic polyurethane, two-component (Gloss Level 6 or 7), MPI #78. B. Wood substrates, traffic surfaces, including wood decks and stairs. 1. Deck Stain over Wood Preservative System: a. Preservative Coat: Preservative, for exterior wood, MPI #37. b. Intermediate Coat: Stain, for exterior wood decks, matching topcoat. c. Top coat: Stain, for exterior wood decks, MPI #33. END OF SECTION 099300 STAINING AND TRANSPARENT FINISHING 099300 - 6 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 10310 — FIREPLACE SPECIALTIES PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following: 1. Prefabricated fireplace inserts. 2. Exterior fire pit log set. 3. Flue and mounting devices, flue power ventilators, and other accessories required for a complete, ready-to-use installation. 1.2 SUBMITTALS A. Shop Drawings and Product Data: Submit shop drawings and product data on fireplace specialties and all accessories as specified under Section 01300 Submittals. 1.3 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Fireplace specialties and accessories must be listed and approved by Underwriters Laboratories, Inc. and the International Conference of Building Officials. Units, flues and installation shall meet building code requirements referenced in Division 1. B. Reference Standards: Comply with NFPA Standard No. 211. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver and store in original crates and under cover until ready for installation. PART 2 - PRODUCTS A. Basis-of-Design Products: Subject to compliance with requirements, provide products indicated in the Firep�ace Specialties Schedule at the end of Part 3, or comparable products by manufacturers as listed below: 1. Fireplace Inserts: a. Monessen, a. Montigo Del Ray Corp. b. Napoleon Fireplaces. c. Town & Country Fireplaces, division of Pacific Energy Fireplace Products. d. Or approved equal. 2. Fire Pit Log Set: FIREPLACE SPECIALTIES 10310 - 1 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 a. As selected from manufacturers full range. PART 3 - EXECUTION 3.1 INSTALLATION A. Install fireplace specialties, flues, and accessories according to approved shop drawings and product data manufacturer's installation instructions. Maintain a►I required clearances to combustible materials. B. Gas Service: By Mechanical Contractor. 3.2 FIREPLACE SPECIALTIES SCHEDULE A. Prefabricated Fireplace Inserts: 1. Typical Interior Units: Model BLVDSC(7)500 Direct Vent Fireplace, Napoleon Fireplaces. Provide with manufacturer's standard fixed glass front. Provide Model GD422R Round Wall Terminal Kit. 2. Lobby A103: Model TC54 Series C, Town & Country Fireplaces. Provide modular direct vent; "Tranquility" burner with black porcelain panels; high- capacity power vent system with 8-inch diameter inner and 11-inch diameter outer pipe. 3. Great Room A125: Model TC36 See- Through, Town & Country Fireplaces. Provide "Tranquility" burner with black porcelain panels; power vent system with 5-inch diameter inner and 8-inch diameter outer pipe. 4. Penthouse Exterior Unit: Model GSS42 Outdoor Fireplace (Ventless), Napoleon Fireplaces. Natural Gas fueled; provide manufacturer's standard brushed stainless steel doors with tempered glass; standard gas log set. 5. Location: Penthouse Exterior Unit B702 only. B. Exterior Fire Pit Log Set: 1. Campfire Series, Pine, 36-inch diameter; Steelog Artistic Metals. Provide integral steel base ring, leveling bars, hardware, and accessories required for installation. END OF SECTION 10310 FIREPLACE SPECIALTIES 10310 - 2 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 10522 - FIRE EXTINGUISHER CABINETS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Fire protection cabinets for the following: a. Portable fire extinguishers. B. Related Sections: 1. Division 9 painting Sections for field painting fire protection cabinets. 2. Division 10 Section "Signs" for directional signage to out-of-sight fire extinguishers and cabinets. 3. Division 10 Section "Fire Extinguishers." 1.2 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for fire protection cabinets. 1. Fire Protection Cabinets: Include roughing-in dimensions, details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type, trim style, and panel style. B. Shop Drawings: For fire protection cabinets. Include plans, elevations, sections, details, and attachments to other work. C. Product Schedule: For fire protection cabinets. Coordinate final fire protection cabinet schedule with fire extinguisher schedule to ensure proper fit and function. D. Maintenance Data: For fire protection cabinets to include in maintenance manuals. 1.3 COORDINATION A. Coordinate size of fire protection cabinets to ensure that type and capacity of fire extinguishers indicated are accommodated. B. Coordinate sizes and locations of fire protection cabinets with wall depths. FIRE EXTINGUISHER CABINETS 10522 - 1 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1.4 SEQUENCING A. Apply vinyl lettering on field-painted, fire protection cabinets after painting is complete. PART 2 - PRODUCTS 2.1 MATERIALS A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B. B. Clear Float Glass: ASTM C 1036, Type I, Class 1, Quality q3, 6mm thick. 2.2 FIRE PROTECTION CABINET A. Cabinet Type: Suitable for fire extinguisher. 1. Products: Subject to compliance with requirements, provide one of the following : a. J. L. Industries, Inc., a division of Activar Construction Products Group; Ambassador Series. (Basis of Design) b. Fire End & Croker Corporation; 1600 — 1610 Series. c. Larsen's Manufacturing Company; Architectural Series. d. Or Approved equal. B. Cabinet Construction: 1. Nonrated. 2. 20 minute C. Cabinet Material: Steel sheet. D. Semirecessed Cabinet: Cabinet box partially recessed in walls of sufficient depth to suit style of trim indicated; with one-piece combination trim and perimeter door frame overlapping surrounding wall surface with exposed trim face and wall return at outer edge (backbend). 1. Rolled-Edges and Edge Trim: Maximum 4-inch (102-mm) backbend depth. E. Cabinet Trim Material: Steel sheet . F. Door Material: Steel sheet G. Door Style: Vertical duo panel with frame . H. Door Glazing: Clear float glass . I. Door Hardware: Manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated. FIRE EXTINGUISHER CABINETS 10522 - 2 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 1. Provide projecting lever handle with cam-action latch . 2. Provide continuous hinge, of same material and finish as trim, permitting door to open 180 degrees. J. Accessories: 1. Mounting Bracket: Manufacturer's standard steel, designed to secure fire extinguisher to fire protection cabinet, of sizes required for types and capacities of fire extinguishers indicated, with plated or baked-enamel finish. 2. Door Lock: Cam lock that allows door to be opened during emergency by pulling sharply on door handle . 3. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as directed by Architect . a. Identify fire extinguisher in fire protection cabinet with the words "FIRE EXTINGUISHER ." 1) Location: Applied to cabinet door . 2) Application Process: Pressure-sensitive vinyl letters. 3) Lettering Color: Red. 4) Orientation: Vertical. K. Finishes: 1. Manufacturer's standard baked-enamel paint for the following: a. Exterior of cabinet, door, and trim except for those surfaces indicated to receive another finish. b. Interior of cabinet and door. 2. Steel: Factory primed for field painting . 2.3 FABRICATION A. Fire Protection Cabinets: Provide manufacturer's standard box (tub) with trim, frame, door, and hardware to suit cabinet type, trim style, and door style indicated. 1. Weld joints and grind smooth. 2. Provide factory-drilled mounting holes. 3. Prepare doors and frames to receive locks. 4. Install door locks at factory. B. Cabinet Doors: Fabricate doors according to manufacturer's standards, from materials indicated and coordinated with cabinet types and trim styles selected. 1. Fabricate door frames with tubular stiles and rails and hollow-metal design, minimum 1/2 inch thick. 2. Miter and weld perimeter door frames. C. Cabinet Trim: Fabricate cabinet trim in one piece with corners mitered, welded, and ground smooth. FIRE EXTINGUISHER CABINETS 10522 - 3 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2.4 GENERAL FINISH REQUIREMENTS A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces of fire protection cabinets from damage by applying a strippable, temporary protective covering before shipping. C. Finish fire protection cabinets after assembly. D. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.5 STEEL FINISHES A. Surface Preparation: Remove mill scale and rust, if present, from uncoated steel, complying with SSPC-SP 5/NACE No. 1, "White Metal Blast Cleaning". After cleaning, apply a conversion coating suited to the organic coating to be applied over it. B. Factory Prime Finish: Apply manufacturer's standard, fast-curing, lead- and chromate-free, universal primer immediately after surface preparation and pretreatment. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine roughing-in for cabinets to verify actual locations of piping connections before cabinet installation. B. Examine walls and partitions for suitable framing depth and blocking where cabinets will be installed. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prepare recesses for semirecessed fire protection cabinets as required by type and size of cabinet and trim style. 3.3 INSTALLATION A. General: Install fire protection cabinets in locations and at mounting heights indicated or, if not indicated, at heights acceptable to authorities having jurisdiction. B. Fire Protection Cabinets: Fasten cabinets to structure, square and plumb. 1. Unless otherwise indicated, provide semirecessed fire protection cabinets. FIRE EXTINGUISHER CABINETS 10522 -4 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2. Fasten mounting brackets to inside surface of fire protection cabinets, square and plu m b. C. Identification: Apply vinyl lettering at locations indicated. 3.4 ADJUSTING AND CLEANING A. Remove temporary protective coverings and strippable films, if any, as fire protection cabinets are installed unless otherwise indicated in manufacturer's written installation instructions. B. Adjust fire protection cabinet doors to operate easily without binding. Verify that integral locking devices operate properly. C. On completion of fire protection cabinet installation, clean interior and exterior surfaces as recommended by manufacturer. D. Touch up marred finishes, or replace fire protection cabinets that cannot be restored to factory-finished appearance. Use only materials and procedures recommended or furnished by fire protection cabinet and mounting bracket manufacturers. E. Replace fire protection cabinets that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 10522 FIRE EXTINGUISHER CABINETS 10522 - 5 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 FIRE EXTINGUISHER CABINETS 10522 - 6 OOZ Architecture Denver, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 12241 - ROLLER WINDOW SHADES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes roller shades (black-out type) manual and motorized shade operators. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. Include styles, material descriptions, construction details, dimensions of individual components and profiles, features, finishes, and operating instructions. 1. Motorized Shade Operators: Include operating instructions. 2. Motors: Show nameplate data, ratings, characteristics, and mounting arrangements. B. Shop Drawings: Show location and extent of roller shades. Include elevations, sections, details, and dimensions not shown in Product Data. Show installation details, mountings, attachments to other work, operational clearances, and relationship to adjoining work. 1. Motorized Shade Operators: Show locations and details for installing operator components, switches, and controls. Indicate motor size, electrical characteristics, drive arrangement, mounting, and grounding provisions. 2. Wiring Diagrams: Power, system, and control wiring. C. Samples for Initial Selection: For each colored component of each type of shade indicated. 1. Include similar Samples of accessories involving color selection. 2. 3x5 inch shade cloth and liner sample. D. Samples for Verification: 1. For the following products: a. Shade Material: Not less than 12-inch- (300-mm-) square section of fabric, from dye lot used for the Work, with specified treatments applied. Show complete pattern repeat. Mark top and face of material. b. Valance: Full-size unit, not less than 12 inches (300 mm) long. E. Window Treatment Schedule: For roller shades. Use same designations indicated on Drawings. F. Certificate of Compliance: Manufacturer shall submit notarized certificate of compliance indicating compliance with requirements of specifications including statement that specified warranty will be provided without restriction. Manufacturer shall certify that ROLLER WINDOW SHADES 12241 - 1 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 materials proposed for use comply with applicable building code and environmental regulations. 1. Authorization for Deviations From Specifications: If any deviations from specifications have been accepted, include written description and reasons for deviations. Include authorization for change signed by Owner, Architect, Engineer and person submitting change. Authorization for change shall also clearly indicate the party responsible for remedying defects, and costs attributed to the change shall be the responsibility of the person(s)/firm requesting the change which deviate from the specifications. G. Qualification Data: For Installer. H. Product Test Reports: For each type of roller shade. I. Maintenance Data: For roller shades to include in maintenance manuals. Include the following: 1. Methods for maintaining roller shades and finishes. 2. Precautions about cleaning materials and methods that could be detrimental to fabrics, finishes, and performance. 3. Operating hardware. 4. Motorized shade operator. 1.3 CLOSEOUT SUBMITTALS A. Maintenance Data: For finish to include in maintenance manuals. Include the following: 1. Methods for maintaining finish, including cleaning and stain-removal products and procedures and manufacturer's recommended maintenance schedule. 2. Precautions for cleaning materials and methods that could be detrimental to finish 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed installation of roller shades similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance, who is approved by the window shade manufacturer. B. Source Limitations: Obtain roller shades through one source from a single manufacturer. C. Fire-Test-Response Characteristics: Provide roller shade band materials with the fire- test-response characteristics indicated, as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: 1. Flame-Resistance Ratings: Passes NFPA 701. 2. Provide shade material tested in accordance with NFPA 701 — Vertical Burn Test, Small Scale, and rated "Pass". ROLLER WINDOW SHADES 12241 -2 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 3. Complies with IBC flame spread Class `A', flame spread 0-25; smoke-developed 0-450. D. Toxicity: Provide LC50 analysis and toxicity characteristics for shades. E. Anti-microbial: 1. ASTM G-22-80 results for ATCC6538 (Staphylocaoccus aureus) and ATCC13388 (Psuedomonas aeroginosa) indicating minimum 0.197 inches, `No Growth Contact Area.' 2. ASTM G-21-85 results for ATCC9642, ATCC9644, ATCC9348 and ATCC9645 indicating `No Growth.' F. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Coordinate requirements with Electrical trade. G. Product Standard: Provide roller shades complying with WCMA A 100.1. H. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Comp�etion. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver shades in factory packages, marked with manufacturer and product name, fire- test-response characteristics, lead-free designation, and location of installation using same designations indicated on Drawings and in a window treatment schedule. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not install roller shades until construction and wet and dirty finish work in spaces, including painting, is complete and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. B. Field Measurements: Where roller shades are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Allow clearances for operable glazed units' operation hardware throughout the entire operating range. Notify Architect of discrepancies. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1.7 WARRANTY A. Manual Operating Components: Provide warranty under provisions of Division 01. Warranty period shall be 10 years from Date of Substantial Completion and shall ROLLER WINDOW SHADES 12241 -3 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 contain provisions that installation shall remain operational without fault for the warranty period and include all operating parts, except for the bead chain which is not covered by the warranty and is deemed a maintenance/service item. B. Motor and Electrical Components: Provide warranty under provisions of Division 01. Warranty period shall be 2 years from Date of Substantial Completion and shall contain provisions that installation shall remain operational without fault for the warranty period including coverage of motor, electrical controls, and override circuits. C. Shadecloth: Provide warranty under provisions of Division 01. Warranty period shall be minimum period of 10 years from Date of Substantial Completion and shall contain provisions that the shadecloth will not deteriorate, sag or warp and will not be unfit for he use intended of the warranty period. PART 2 - PRODUCTS 2.1 ROLLER SHADES A. Basis-of-Design Product: Subject to compliance with requirements, provide products by Lu-Tek or a comparable product by one of the following: 1. Lutron Shading Solutions by VIMCO. 2. Mechoshade Systems Inc 3. Skyco Shading Systems Inc B. Shade Cloth: PVC free 1. Openness: Refer to Plans for location of each. a. Shadecloth: 2-5 percent b. Blackout Fabric: Black-out Shade: A/V Blackout. Passed Fr tests CCC-C- 521 E, ASTM E-84-81, ASTM E-162 and NFPA 701 Large-Small scale. 2. Color: Refer to Drawings. 3. Audiovisual light-Blocking Shade: Designed for eliminating all visible light gaps when sheades are fully closed; fabricated from blackout shadeband material with pocket and bottom bar extended and formed for light-tight joints among shade components and between shade components and adjacent construction. 4. Material: Fiberglass coated fabric (PVC free). 5. Thickness: 12 mils. 6. Weight: 62 threads per sq. in (per 25 mm) minimum. 0.750 Ibs/sq in minimum washable colorfast. 7. Shade Bands: Construction of shade band includes the fabric, the hem weight, hem-pocket, shade roller tube, and the attachment of the shade band to the roller tube. Sewn hems and open hem pockets are not acceptable. a. Hembars and hempockets: 1) A/V Black-out, Exposed (Blackout) Hembar: 3/8 x 1 1/2 inchs with vinyl seal and concealed attachment to the shadecloth. Bevel top and bottom of hembar to smoothly travel up and down inside side channels. Extend shadeband and hembar into side channel as single element where side channel are required. ROLLER WINDOW SHADES 12241 -4 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2) Fabric hempocket with RF — wedled seams (including welded ends) and concealed hemweights. Hemweights shall be of appropriate size and weight fro shadeband and must be continuous inside a sealed hempocket. Match hempocket construction for all shade in same rooms. C. Rollers: Electrogalvanized or epoxy primed steel or extruded-aluminum tube of diameter and wall thickness required to support and fit internal components of operating system and the weight and width of shade band material without sagging; designed to be easily removable from support brackets; with manufacturer's standard method for attaching shade material. Provide capacity for two roller shade band(s) per roller, unless otherwise indicated in a window treatment schedule. D. Direction of Roll: Regular, from back of roller. E. Mounting Brackets: Fascia end caps, fabricated from steel finished to match fascia or headbox. F. Fascia: L-shaped, formed-steel sheet or extruded aluminum; long edges returned or rolled; continuous panel concealing front and bottom of shade roller, brackets, and operating hardware and operators; length as indicated in a window treatment schedule; removable design for access. 1. Finish: Refer to Drawings. G. Top/Back Cover: L-shaped; material and finish to match fascia; combining with fascia and end caps to form a six-sided headbox enclosure sized to fit shade roller and operating hardware inside. H. Pocket with Ceiling Slot Opening: Six-sided box units for recessed installation; fabricated from formed-steel sheet, extruded aluminum, or wood; with a bottom consisting of slot opening of minimum dimension to allow lowering and raising of shade and a removable or an openable, continuous metal access panel concealing rollers, brackets, and operating hardware and operators within; capacity for one roller shade per pocket, unless otherwise indicated in a window treatment schedule. 1. Corner Section: Factory formed and welded. I. Bottom Bar: Steel or extruded aluminum. Provide concealed, by pocket of shade material, internal-type bottom bar with concealed weight bar as required for smooth, properly balanced shade operation. J. Mounting: Inside, mounting permitting easy removal and replacement without damaging roller shade or adjacent surfaces and finishes. K. Hold-Down Brackets and Hooks or Pins: Manufacturer's standard for anchoring roller shade bottom in place and keeping shade band material taut. L. Shade Operation: 1. Motorized at conference rooms. ROLLER WINDOW SHADES 12241 -5 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 2. Manual at exterior windows: Manufacturer's complete system and accessories suitable for conditions indicated, recommended by manufacturer for use with shade indicated, and as required for reliable operation without malfunction. 2.2 ROLLER SHADE FABRICATION A. Product Description: Roller shade consisting of a roller, a means of supporting the roller, a flexible sheet or band of material carried by the roller, a means of attaching the material to the roller, a bottom bar, and an operating mechanism that lifts and lowers the shade. B. Concealed Components: Noncorrodible or corrosion-resistant-coated materials. 1. Lifting Mechanism: With permanently lubricated moving parts. C. Unit Sizes: Obtain units fabricated in sizes to fill window and other openings as follows, measured at 74 deg F (23 deg C): 1. Shade Units Installed between (Inside) Jambs: Edge of shade not more than 1/4 inch (6 mm) from face of jamb. Length equal to head to sill dimension of opening in which each shade is installed. D. Installation Brackets: Designed for easy removal and reinstallation of shade, for supporting fascia roller, and operating hardware and for hardware position and shade mounting method indicated. E. Installation Fasteners: No fewer than two fasteners per bracket, fabricated from metal noncorrosive to shade hardware and adjoining construction; type designed for securing to supporting substrate; and supporting shades and accessories under conditions of normal use. F. Color-Coated Finish: For metal components exposed to view, apply manufacturer's standard baked finish complying with manufacturer's written instructions for surface preparation including pretreatment, application, baking, and minimum dry film thickness. G. Colors of Metal and Plastic Components Exposed to View: As selected by Architect from manufacturer's full range, unless otherwise indicated. 2.3 MOTORIZED ROLLER SHADE OPERATORS (At all locations indicated on the Drawings) A. General: Provide factory-assembled motorized shade operation systems designed for lifting shades of type, size, weight, construction, use, and operation frequency indicated. Provide operation systems of size and capacity and with features, characteristics, and accessories suitable for Project conditions and recommended by shade manufacturer, complete with electric motors and factory-prewired motor controls, remote-control stations, remote-control devices, power disconnect switches, enclosures protecting controls and all operating parts, and accessories required for reliable operation without malfunction. Include wiring from motor controls to motors. ROLLER WINDOW SHADES 12241 -6 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 Coordinate operator wiring requirements and electrical characteristics with the building electrical system. B. Comply with NFPA 70. C. Control Equipment: Comply with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6 with NFPA 70, Class 2 control circuit, maximum 24-V ac or dcF. D. Electric Motors: UL-approved or -recognized, totally enclosed, insulated motor, complying with NEMA MG 1, with thermal-overload protection, brake, permanently lubricated bearings, and limit switches; sized by shade manufacturer to start and operate size and weight of shade considering service factor or considering Project's service conditions without exceeding nameplate ratings. 1. Service Factor: According to NEMA MG 1, unless otherwise indicated. 2. Motor Characteristics: Single phase, 110V, 60 Hz. 3. Motor Mounting: Within manufacturer's standard roller enclosure. E. Position of Motor and Electrical Connection: Left side of roller, as determined by hand of user facing shade from inside, unless otherwise indicated in a window treatment schedule. F. Limit Switches: Adjustable switches, interlocked with motor controls and set to automatically stop shade at fully raised and fully lowered positions. G. Operating Features: Include the following: 1. Group switching with integrated switch control; single face plate for multiple switch cut-outs. 2. Capable of interface with audiovisual control system. 3. Capable of accepting input from building automation control system. 4. Override switch. 5. Backup gear and crank operator for manual operation during power failures with detachable handle, length required to make operation convenient from floor level. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, [accurate locations of connections to building electrical system, ]and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ROLLER SHADE INSTALLATION A. Install roller shades level, plumb, and aligned with adjacent units according to manufacturer's written instructions, and located so shade band is not closer than 2 ROLLER WINDOW SHADES 12241 -7 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 inches (50 mm) to interior face of glass. Allow clearances for window operation hardware. B. Install units within the following tolerances: 1. Maximum variation of gap at window opening perimeter: 1/4 inch, per 8 feet (+/- 1/8) inch of shade height. 2. Maximum offset from level: 1/16 inch per 5 feet of shade width. C. Connections: Connect motorized operators to building electrical system. 3.3 DISPOSAL A. Construction Waste shall be managed in accordance with provisions of Division 01 Section "Construction Waste Management and Disposal". Documentation shal� be submitted to satisfy the requirements of that section. 3.4 ADJUSTING A. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range. Adjust shade and shadecloth to hang flat without buckling or distortion. Replace any units or components which do not hang properly or operate smoothly. 3.5 CLEANING AND PROTECTION A. Clean roller shade surfaces after installation, according to manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that roller shades are without damage or deterioration at time of Substantial Completion. C. Replace damaged roller shades that cannot be repaired, in a manner approved by Architect, before time of Substantial Completion. 3.6 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain roller shades. Refer to Division 01 Section Demonstration and Training." END OF SECTION 122413 ROLLER WINDOW SHADES 12241 -8 STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 SECTION 13152—WHIRLPOOL SPA PART 1 - GENERAL 1.1 SUMMARY A. This Section includes custom whirlpool spas B. Related Sections include the following: 1. Division 15 and 16 Sections for final electrical and plumbing connections. 1.2 PERFORMANCE REQUIREMENTS A. Structural Performance: Whirlpool spas shall withstand the effects of indicated loads and stresses within limits and under conditions indicated according to ASCE/SEI 7. B. Thermal Movements: Provide whirlpool spa assemblies that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calcu�ation 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. C. Corrosion Control: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, spa heater rated capacities, and accessories. B. Shop Drawings: Include dimensioned plans, elevations, sections, and large-scale details. 1. Show equipment dimensions, mounting locations, required clearances, and controls. 2. Include methods of connection for spa filter, heater, pump, lighting,other equipment, and controls. 3. Show field measurements, locations and sizes of blocking and reinforcements, and attachments to other work. 4. Indicate method of attaching spa to supporting structure. 5. Show incorporation and attachment of surrounds, platforms, and steps. C. Samples: For each finish material, 6 inches square. WHIRLPOOL SPA 13152- 1 OZ Architecture Boulder, CO STRATA VAIL PERMIT RESUBMITTAL VAIL, CO MARCH 2, 2009 D. Delegated-Design Submittal: For whirlpool spas indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. E. Operation and Maintenance Data: 1. Submit, for Owner's use at time of start-up, sets of printed instructions, including manufacturer's literature and drawings covering the requirements and recommendations for proper operation and maintenance of equipment and systems specified herein. F. Warranty: Special warranty specified in this Section. 1.4 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1 M, "Structural Welding Code - Steel." 2. AWS D1.6, "Structural Welding Code - Stainless Steel." 3. AWS D1.3, "Structural Welding Code - Sheet Steel." B. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. D. Preinstallation Conference: Conduct conference at Project site. 1.5 COORDINATION A. Coordinate installation of anchorages for whirlpool spas. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 1.6 MANUFACTURER QUALIFICATIONS A. Spa manufacturer must have at least 20 years experience in fabricating business and have the proper facility and equipment to produce all parts of the pool system in- house. B. Spa manufacturer to have trained personnel from factory on site for all jobs that require the vessel to be site built, who will perform all welding. 1.7 DELIVERY, STORAGE, AND HANDLING A. Spa will be shipped to job site pre-manufactured at the factory, or in appropriate sections. The unloading and storage shall be coordinated between the manufacturer and general contractor. WHIRLPOOL SPA 13152-2 OZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 The materials shall not be stored or handled in any manner that could cause damage or loss of system components. 1.8 PROJECT CONDITIONS A. Field Measurements: Verify openings and dimensions for whirlpool spas by field measurements before fabrication and indicate measurements on Shop Drawings. 1. Locate concealed framing, blocking, and reinforcements that support whirlpool spas by field measurements and indicate measurements on Shop Drawings. 1.9 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of whirlpool spas that fail in materials or workmanship within specified warranty period, excluding failures resulting from improper maintenance or operation. 1. Failures include, but are not limited to, the following: a. Faulty operation of filter, pumps, heater, lighting, other equipment, controls, and safety mechanisms. b. Deterioration or corrosion of inetals or metal finishes. c. Bracing and wall and floor systems structural failure. 2. Warranty Period: 25 years from date of Substantial Completion. B. Manufacturer's Special Watertightness Warranty: Form in which manufacturer agrees to repair or replace spa shell that fails to remain watertight within specified warranty period. 1. Warranty Period: Life of installation, from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Manufacturer: Whirlpool spas are based on the products of Hot Springs Grandee. Subject to compliance with requirements, provide products by the Basis-of- Design Manufacturer or equivalent products by another manufacturer acceptable to Architect. 2.2 WHIRLPOOL SPAS A. General Requirements: 1. Finish: As selected. 2. Configuration:As indicated, including built- in benches and walk- in steps. 3. Size: Approximately seven by nine feet by 42 inches high from spa floor to top of spa WHIRLPOOL SPA 13152- 3 OZ Architecture Boulder, CO STRATA VAIL PERMIT RESUBMITTAL VAIL, CO MARCH 2, 2009 flange. 4. Weight: 6200 Ibs including water. 5. Capacity: Eight adults. 6. Construction: Stainless steel shell and support frame; high density urethane foam insulation; fully plumbed to stub-outs; equipment pack sized by manufacturer. 7. Equipment: As required for intended operation, including but not necessarily limited to: filters and cartridges; pumps; heater; skimmer; low- voltage underwater light; spa side digital controls; and deluxe insulated spa cover. 2.5 MISCELLANEOUS MATERIALS A. Gaskets: As required to seal joints and remain watertight; and as recommended in writing by whirlpool spa manufacturer. B. Sealants: ASTM C 920; elastomeric sealant; of type, grade, class, and use classifications required to seal joints in whirlpool spas and remain weathertight; and as recommended in writing by whirlpool spa manufacturer. C. Filler Metal and Electrodes: Provide type and alloy of filler metal and electrodes as recommended by producer of inetal to be welded or brazed and as necessary for strength, corrosion resistance, and compatibility in fabricated items. 1. Use filler metals that will match the color of inetal being joined and will not cause discoloration. D. Fasteners: Use fasteners fabricated from same basic metal and alloy as fastened metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials joined. E. Sound-Deadening Materials: Manufacturer's standard. F. Isolation Coating: Manufacturer's standard. 2.6 FABRICATION, GENERAL A. Shop Assembly: Preassemble components in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. B. Coordinate dimensions and attachment methods of components with those of adjoining construction to produce integrated assemblies with closely fitting joints and with edges and surfaces aligned, unless otherwise indicated. C. Increase metal thickness or reinforce with concealed stiffeners, backing materials, or both, as needed to provide surface flatness equivalent to stretcher-leveled standard of flatness and sufficient strength for indicated use. 1. Support joints with concealed stiffeners as needed to hold exposed faces of adjoining sheets in flush alignment. D. Build in straps, plates, and brackets as needed to support and anchor fabricated items to adjoining construction. Reinforce items as needed to attach and support other construction. WHIRLPOOL SPA 13152-4 OZ Architecture Boulder, CO STRATA VAIL ASI 001 FOR CONSTRUCTION DOCUMENTS VAIL, CO July 15, 2014 E. Provide support framing, mounting and attachment clips, splice sleeves, fasteners, and accessories needed for installation. F. Welding: Weld joints and seams continuously. Grind, fill, and dress to produce smooth, flush, exposed surfaces in which joints are not visible after finishing is compieted. 1. Use welding procedures that will blend with and not cause discoloration of inetal being joined. 2.7 FINISHES, GENERAL A. Complete mechanical finishes of flat sheet metal surfaces before fabrication where possible. After fabrication, finish all joints, bends,abrasions, and other surface blemishes to match sheet finish. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. 2.9 FABRICATION A. Fabricate whirlpool spas to dimensions, profiles, and details indicated. B. Complete fabrication of whirlpool spas, including assembly, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. 1. Wall panels shall be precision fabricated for a watertight welded installation. 2. Provisions for skimmers will be cut into the wall panels by CNC laser technology. 3. All through wall fittings to be perforated at factory for proper sizing and waterproof integrity. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine structure and floors for suitable conditions where whirlpool spas are to be installed. B. Examine roughing-in for electrical and plumbing systems to verify actual locations of connections before equipment installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Set whirlpool spas level, plumb, and securely in place. Anchor as required for secure installation. B. Complete installation and attachment of electrical and plumbing connections as recommended or directed by manufacturer WHIRLPOOL SPA 13152-5 OZ Architecture Boulder, CO STRATA VAIL PERMIT RESUBMITTAL VAIL, CO MARCH 2, 2009 3.3 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain sauna heaters and controls. Refer to Division 1 Section "Demonstration And Training." END OF SECTION 13152 WHIRLPOOL SPA 13152-6 OZ Architecture Boulder, CO