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HomeMy WebLinkAbout240 W Front St Technical Project Manual - Buildingermit 0 Address protect description 341 -V LID naCne,. a i)(3\ L 1 o g.io C �55 he !Per mit was finale d Date the C \2� PROJECT MANUAL for the AMBULATORY CARE CENTER FAMILY MEDICINE PORT ANGELES July 21 2008 o CONN,ai:, O'CONNOR ARCHITECTS PLLC 147 Finch Place, Suite 3 Bainbridge Island, WA 98110 T 206 842 -5490 F 206 842 -2239 WASTE MANAGEMENT GOALS FOR THE PROJECT The Owner has established that this Project shall minimize the creation of construction and demolition waste on the job site. Recycle as many of the waste materials as economically feasible. Minimize waste sent to landfills. Project waste shall be diverted from landfill. The following waste categories, at a minimum shall be diverted from landfill: SUBMITTALS 1 Land clearing debris 2. Clean dimensional wood, pallet wood 3 Plywood, OSB and particleboard 4 Concrete 5 Bricks 6 Concrete Masonry. Units (CMU) 7 Asphaltic concrete 8. Cardboard paper packaging 9 Asphalt roofing shingles 10 Metals 11 Gypsum drywall (unpainted) 12. Paint 13 Glass 14 Plastics 15 Carpet and pad 16. Beverage containers SECTION 01 50.05 CONSTRUCTION WASTE MANAGEMENT WASTE MANAGEMENT PLAN Prior to any waste removal, the Contractor shall submit to the Owner a Waste Management Plan. The plan shall contain the following: (1) Designation of the party who will implement the plan, (2) Analysis of the estimated job -site waste to be generated, including types and quantities, and (3) Proposed alternative to landfilling a list of each material planned to be salvaged or recycled during the course of the Project and the proposed destination of each material. PROGRESS REPORTS Submit at end of job a Waste Management Progress Report. The report shall contain the following information. 1 Project title, name of company completing report, and dates of period covered by the report. 2. Amount (in tons or cubic yards) of material landfilled from the Project and identity of the landfill. 3. For each material recycled or salvaged from the Project, provide the following. a. Amount (in tons or cubic yards) b Date(s) removed from the job site c. Receiving party d. Cost: Bin rental, hauling, and facility fees e. What was done with the material PROJECT MEETINGS Waste management plans and implementation shall be discussed at the regular job -site meetings 01 50 05 -1 WASTE MANAGEMENT PLAN IMPLEMENTATION 1 Coordinate waste materials handling and separation for all trades, and document results of the Waste Management Plan 2. Provide separation, handling, transportation, recycling, salvage and landfilling for all demolition and waste materials. 3 Designate a specific area for separation of material for salvage and recycling. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination or mixing materials. 4 Maintain an on -site log, which includes for each load of materials removed from site: type of material, load volume and /or weight, recycling /hauling service, date accepted by recycling service or landfill, and facility fee. 5. Do not handle, separate, store, salvage, or recycle hazardous materials with other materials. Follow material- specific instructions for any hazardous materials. Contact Project Manager if no instructions are evident. END OF SECTION f SECTION 02 41 00 DEMOLITION GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Complete all Demolition Work as shown on the Drawings and as specified herein. CONDITIONS AT SITE. Visit the site and examine the existing conditions. Note all conditions as to character and extent of Work included. PERMITS AND ORDINANCES Procure and pay for all necessary permits or certificates required to complete the Work specified. Make any and all required notifications and comply with all applicable Federal, State and local ordinances. PROTECTIONS' Execute all demolition Work in an orderly and careful manner with due consideration for the existing structure, including any parts of the surrounding areas which are to remain. Barricade and cover as necessary to protect workmen and adjacent property Protect any existing active service lines, indicated or not. Items which are to remain which are damaged during performance of the Work shall be repaired to their original condition or be replaced with new Protect portions of the existing building to remain including interior spaces and materials adjacent to demolition area from weather at all times. NOTIFICATION Notify adjacent property owners at the commencement of demolition and obtain written permission when demolition equipment will traverse, infringe upon or limit access to their property DUST CONTROL. Take appropriate action to control the spread of dust to avoid creation of a nuisance in the surrounding area. Comply with all dust regulations imposed by local air pollution control agencies. BURNING Burning will not be permitted. EXISTING BUILDING COMPONENTS TO BE REMOVED* Remove components at existing building. Demolition shall include North side addition, including brick masonry exterior walls, canopy over doors and windows planters and sidewalk (up to public sidewalk) Demolish all windows, all concrete masonry from exterior walls, garage doors, siding gutters and downspouts, all interior partitions, ceiling insulation, mechanical and electrical systems, planters, concrete walk at East side, and asphalt paving All existing steel structure, including frames and purlins is to remain. EXISTING UTILITIES AND SITE DEMOLITION See Civil Demolition Plan Sheet C1 for extent of Work. DISPOSITION OF REMOVED MATERIAL. All material removed under this contract, which is not to be salvaged or reused shall become the property of the Contractor and be promptly removed from the site. Do not store or permit debris to accumulate on the site. CLEAN -UP On completion of demolition Work leave the property and adjacent areas clean and satisfactory to local authorities and the Architect. Remove and transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas. Comply with federal, state and local hauling and disposal regulations. END OF SECTION 02 41 00 -1 SECTION 02 41 13 SELECTIVE SITE DEMOLITION GENERAL. Conditions of the Contract and Division 1 apply to this section. SCOPE. Demolition and removal of existing concrete walks, curbs, walls, asphalt- concrete, and utilities as shown on Drawings DEFINITIONS: 1 Remove: Detach items from their current existing position and legally dispose of them off -site unless indicated to be removed and salvaged, or recycled. 2. Sawcut: Using the proper blade and saw designed to cut either asphalt paving or concrete, cut the designated material at the extents of demolition. REFERENCES Washington State Department of Transportation (WSDOT) Standard Specifications for Road Bridge and Municipal Construction Latest Edition. SUBMITTALS Proposed Protections and control measures. Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. Include measures for the following: 1 Environmental protection and separation of occupied premises. 2. Dust Control. 3. Noise Control. 4 Continuity of site utilities. Underground utilities, including water telephone, data, fiber cable television and gas of adjacent parcels must remain in full operation during the work. PRE DEMOLITION Contractor to provide video and /or photographic documentation of existing conditions of adjoining construction, street and curb conditions and site improvements, that might be misconstrued as damage caused by demolition operations. Submit 2 copies to Owner's Development Manager before Work begins. QUALITY ASSURANCE. Demolition Firm Qualifications An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. REGULATORY REQUIREMENTS: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. COORDINATION Arrange demolition schedule so as not to interfere with Owner's on -site operations Coordinate with work of other contractor's employed by the Owner under separate contracts. EXAMINATION 1 Examine all areas where demolition and removal of existing improvements are required. 2. Arrange for location of underground utilities prior to beginning demolition work. 3 Coordinate limits of demolition work with Owner and Architect. PERFORMANCE 1 Keep demolition area reasonably clean' sweep daily and as required. 2. Constantly sprinkle rubbish and debris to lay dust. 3 Promptly remove materials, rubbish, and debris from site. 02 41 13 -1 4 Saw -cut asphalt and concrete in neat, straight lines at all locations where matching concrete and /or asphalt is to remain. 5 Provide, erect, and maintain barricades, lighting, and guardrails as required by applicable regulatory advisory to protect occupants of site, workers, and general public. 6. Protect and maintain electrical conduits, pipe, wires, fixtures, and vegetation that are to remain. WASTE MATERIALS All waste materials from demolition or cutting shall become the property of the Contractor and shall be removed from the site and hauled to an approved waste disposal site, if declared surplus by the Owner All materials and equipment, however are property of the Owner unless declared surplus. *END OF SECTION 02 41 13 -2 SECTION 03 10 00 CONCRETE FORMING AND ACCESSORIES GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Supply and install all Form Work for all cast -in -place concrete as shown on the Drawings and as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements REFERENCE STANDARDS Conform to all applicable requirements of American Concrete Institute's ACI -347 SURFACE CONDITIONS Check all surfaces and conditions under which the Work is to be done. Correct any conditions which would prevent the timely completion of the Work before proceeding. COORDINATION Secure all pipe sleeves, anchors and bolts, including those for angle frames, inserts, supports, ties and other materials in connection with concrete construction in position before concrete is placed. Obtain information and instructions from other trades such as mechanical, plumbing and electrical and suppliers in ample time to schedule and coordinate the installation of items to be embedded in concrete so provisions for their Work can be made without delaying the project. All cutting and /or patching made necessary by failure or delay in complying with these requirements shall be done by the Contractor at no cost to the Owner GENERAL REQUIREMENTS Construct forms per ACI -347 to precise sizes, shapes, lines and dimensions shown Provide complete forms of such strength and construction as to prevent any spread, shifting or settling when concrete is deposited and tight enough to avoid any leakage or washing out of cement mortar Design forms and false -work supports so stresses in the different members can be determined, including the details. They shall have sufficient rigidity to resist deflection more than between supports after concrete has been placed and to assure a smooth and even appearance of surfaces Use bolts rods and other approved devices for internal ties and spreaders of such construction that when forms are removed no metal is within 1' of an exterior or within'/' of an interior concrete surface. Take special care that forms are true to required lines grades and surfaces so as to give uniform neat and workmanlike finish to all concrete surfaces and to make form supports of sufficient strength well braced and on adequate foundations so there is no settling or distortion when the weight of concrete and of floors above are added Remove all dirt, chips sawdust, rubbish water etc. from forms by water hosing and air pressure before any concrete is deposited Leave no wooden ties or blocking in concrete except where indicated for attachment of other work. REFERENCE STANDARD Make all concrete formwork comply with all applicable provisions of American Concrete Institute's standard ACI -347 FORMS Construct formwork for exposed concrete surfaces with smooth faced undamaged plywood or other panel type material acceptable to Architect, to provide continuous, straight, smooth as -cast surfaces Furnish in largest practicable sizes to minimize number of joints Provide form material with sufficient thickness to withstand pressure of newly placed concrete without excessive and objectionable bow or deflection. FORM COATINGS Provide commercial formulation form coating compounds that will not bond with stain nor adversely affect concrete surfaces requiring bond or adhesion nor impede wetting of surfaces to be cured with water or curing compounds 03 10 00 -1 FORM CONSTRUCTION Construct forms complying with ACI -347 to exact sizes, shapes, lines and dimensions shown, and as required to obtain accurate alignment, location grade level and plumb work in finish structure. Construct formwork free of defects that would affect appearance of finished concrete surfaces Provide for openings offsets, sinkages, keyways recesses, moldings, reglets, chamfers, blocking screeds bulkheads, anchorages, inserts and other features required. Use selected materials to obtain required finishes. Construct formwork that provides for all required depressed slab areas, cutouts curbs, and inserts. Set floor components in coordination with finish floor elevations, including drains equipment anchors, boxes cleanouts flanges and pipe sleeves. Install fittings anchors, and other accessories, straight and plumb Install waterstops so that they are continuous and sealed without breaks Waterstops or other accessories are not to be placed so as to disturb or dislocate reinforcing. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces Provide top forms for inclined surfaces where the slope is too steep to place concrete with bottom forms only Kerf wood inserts for forming keyways, reglets recesses and the like to prevent swelling and assure ease of removal. Provide temporary openings where interior area of formwork is inaccessible for cleanout for inspection before concrete placement and for placement of concrete. Brace temporary closures and set tightly to temporary openings on forms in inconspicuous locations consistent with design requirements. Form intersecting planes to provide true, clean cut corners. Erect false work and support, brace and maintain it to safely support vertical, lateral and asymmetrical loads applied until such loads can be supported by in -place construction Construct false work so adjustments can be made for take -up and settlement. FORMS FOR EXPOSED CONCRETE. Drill forms to suit ties used and to prevent leakage of concrete mortar around tie holes Do not splinter forms by driving ties through improperly prepared holes. Provide sharp clean corners at intersection planes, without visible edges or offsets Back joints with extra studs or girts to maintain true, square intersections CORNER TREATMENT Unless shown otherwise, form chamfers with'/ x strips, accurately formed and surfaced to produce uniformly straight lines and tight edge joints on exposed concrete. Extend terminal edges to required limit and miter chamfer strips at changes in direction FORM RELEASE MATERIAL. Apply form coating materials according to the manufacturer's requirements Apply before adding reinforcing and fittings. Do not apply where such materials might damage applied finish materials Separate slabs from walls and columns with IA' joint filler or bond breaker Install joint filler at joint lines. Extend joint filler from bottom of slab to of top of finished slab surface Joint filler as per ASTM D 1751 REMOVAL OF FORMS Formwork not supporting concrete, such as walls and similar parts of the Work, may be removed after cumulatively curing at not less than 10° C (50° F for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form removal and provided that curing and protection are maintained Formwork supporting weight of concrete such as walls, slabs, and other structural elements, may not be removed in fewer than 14 days or not until concrete has attained design minimum 28 -day compressive strength. Form facing material may be removed four days after placement, only if shores and other vertical supports have been arranged to permit removal of material without loosening or distributing shores and supports. RE -USE OF FORMS Clean and repair surfaces of forms to be re -used in the Work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable. Apply new form coating compound material to concrete contact surfaces as specified for new formwork. When forms are reused for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close all joints Align and secure joints to avoid offsets 03 10 00 -2 LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 03 10 00 -3 SECTION 03 21 00 REINFORCING STEEL GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Supply and install all Reinforcing Steel as shown on the Drawings and as specified herein REFERENCE STANDARDS Conform to all applicable requirements of Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practice and American Concrete Institute's current edition of ACI 318 and 315 Perform all welding of reinforcing steel with qualified welders in conformance with details on the Drawings and with the American Welding Society's Recommendations for Welding Reinforcing Steel (A.W S D1 4) COORDINATION Coordinate Work with Other Trades so as not to interfere. Bring interferences between Trades to Architect's attention and resolve before any concrete is poured. MATERIAL HANDLING. Deliver reinforcing steel to the site bundled, tagged and marked, with metal tags indicating bar sizes, lengths and other information corresponding with markings shown on placement diagrams. Store reinforcement off the ground so as to prevent damage, excessive rust, and dirt. INSTALLATION (GENERAL) Conform with stated standards, and as specified herein, for detailing and placement methods and supports. Clean reinforcement of loose rust, mill scale, earth and any material which could reduce or destroy concrete bond. Position, support and secure reinforcement against displacement by formwork, construction or concrete placing operations. Locate and support reinforcing with metal chairs, runners, spacers, bolsters, hangers, as required. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed Provide reinforcement spacings adequate to allow concrete flow and complete penetration and coverage. Place reinforcement to obtain minimum coverage for concrete protection. Arrange, space and securely tie bars and bar supports together with sixteen and one -half (16 5) gage wire to hold reinforcement accurately in position during concrete operations. Set wire ties so twisted ends are directed away from exposed concrete surfaces. Provide sufficient numbers of supports and of strength to carry reinforcement. Do not place reinforcing bars more than 2' beyond the last leg of any continuous bar support. Do not use supports as bases for runways for concrete conveying equipment and similar construction loads. Provide standard reinforcement splices by lapping ends, placing bars in contact, and tightly wire tying Provide cover bars at all wall and footing intersections. Install welded wire fabric in as long lengths as practicable Do not allow reinforcing to be in contact with dissimilar metals. INSPECTION Contractor shall notify Architect within forty-eight (48) hours of final reinforcing and form placement and before concrete has been poured No concrete shall be poured until Architect has observed reinforcing and concrete formwork. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources' credit. Documentation including project cut sheets literature letters from manufacturers, or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion Reinforcing steel shall be 90% recycled content. END OF SECTION 03 21 00 -1 SECTION 03 30 00 CAST -IN -PLACE CONCRETE GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Supply and install all Cast -in -Place Concrete Work as shown on the Drawings and as specified herein. REFERENCE STANDARDS* Comply with all applicable Federal, State and local codes, safety regulations referenced American Concrete Institute standards (ACI) and any others referred to herein. In any conflict between referenced standards the more stringent requirements shall govern COORDINATION Obtain information and instructions from other Trades and Suppliers in ample time to schedule and coordinate the installation of items furnished by them to be embedded in concrete so provision for their Work can be made without delaying the project. Do any cutting and patching, made necessary by failure or delay in complying with these requirements, at no cost to Owner TESTING Provide testing as required by the local Building Department. Tests by independent testing agency copies of tests shall be sent to Architect. BATCHING MIXING AND DELIVERY EQUIPMENT Use transit -mixed concrete from approved batching and mixing plant. Batch mix and transport concrete to the site in accordance with provisions of ASTM C94 INSPECTION Examine all areas and conditions under which the Work of this Section will be performed Correct any conditions detrimental to the completion of the Work. Do not proceed until all such conditions are corrected. PREPARATION FOR CONCRETE PLACEMENT Excavate footing trenches and prepare for pour with trenches level, without soft spots with firm even and plumb side walls Excavate all footing trenches below frost line Clean trenches clear of debris, loose dirt, and any other extraneous materials Coordinate installation of related work before concrete pour and protect from damage all work such as base plates, utility boxes drains conduit, pipes and plumbing. Put required attachments accessories and inserts in place before pouring Prepare previous concrete work for connection with new work by cleaning with wire brush and adding bonding agent as per manufacturer's instructions. Complete and inspect all sub -grade preparations prior to pour Verify that footing layout conforms to Drawings in all respects such as dimensions alignment, slopes and distances from property lines Make all necessary arrangements for continuous inspection of concrete during all phases of batching mixing placing finishing and curing. Install joint filler at joint lines Separate slabs from vertical surfaces with half inch (W) joint filler or bond breaker Install concrete without interruption between construction or expansion joints. Install loose bolts and other insert items as detailed and as required for subsequent construction. Areas to receive concrete shall be free of debris or organic matter and wetted if dry CONCRETE PLACEMENT (General) 1 Place concrete in compliance with practices and recommendations of ACI 304 and IBC Section 1905 and as specified herein. 2. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to form seams or planes of weakness within the section. Where a section cannot be placed continuously provide construction joints 03 30 00 -1 3 Place concrete at such a rate that concrete which is being integrated with fresh concrete is still plastic. 4 Deposit concrete as nearly as practicable in its final location to avoid segregation due to rehandling and flowing Do not subject concrete to any procedure which might cause segregation. 5 Screed concrete which is to receive other construction to the proper level to avoid excessive shimming and grouting 6 Do not use concrete which becomes nonplastic and unworkable, or does not meet the required quality control limits, or which has been contaminated by foreign materials. 7 Consolidate placed concrete by mechanical vibrating equipment supplemented by hand spading rodding or tamping Use equipment and procedures for consolidation of concrete complying with ACI 309 8 Do not use vibrators to transport concrete inside forms Insert and withdraw vibrators vertically at uniformly spaced locations no further than the visible effectiveness of the machine. Place vibrators to rapidly penetrate placed layer and at least six inches (6 into preceding layer Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix to segregate. 9 Ready -mix concrete to conform to ACI 301 and 304 Allow no unauthorized watering or over watering Do not allow extended time to pass between addition of water and placement (as per ACI 304) Concrete mix must be rejected if there are signs of mix segregation 10 Job -mixed concrete shall conform to ACI and ASTM Keep cement in dry storage. Protect all materials from contamination Keep mix water clean and free of salts or other harmful chemicals. 11 Follow a continuous concrete delivery schedule to allow uninterrupted placement. Avoid any unplanned cold joints. Do not allow mix trucks to stay beyond allowable waiting period before pouring concrete. Typical waiting limits are. less than an hour on hot days and less than half an hour after water has been added. PLACING CONCRETE SLABS Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until completing placement of a panel or section. Consolidate concrete during placement operations so that concrete is thoroughly worked around reinforcement, other embedded items and into corners. Bring slab surfaces to correct level with a straightedge and strike off Use bull floats or darbies to smooth surface free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations Maintain reinforcing in proper position on chairs during concrete placement. COLD WEATHER PLACING Comply with American Concrete Institute standard ACI -306 to protect all concrete work from physical damage and reduced strength caused by frost, freezing actions or low temperatures. Place no concrete against frozen earth. HOT WEATHER PLACEMENT When hot weather conditions exist that would impair quality and strength of concrete, place concrete complying with ACI 305 and as specified. 1 Cool ingredients before mixing to maintain concrete temperature at time of placement to below 90° F (32° C) Mixing water may be chilled or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water Using liquid nitrogen to cool concrete is at Contractor's option. 2. Cover reinforcing steel with water soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedding in concrete 3 Fog spray forms, reinforcing steel, and sub -grade just before placing concrete Keep sub grade moisture uniform without puddles or dry areas. 4 Use water reducing retarding admixture when required by high temperatures, low humidity or other adverse placing conditions, as acceptable to Architect. CONCRETE CURING AND PROTECTION After forms are removed, remove projecting fins bolts, form ties nails, etc. not necessary for the work or cut back one inch from the surface Where, in Architect's opinion, surface defects such as honeycomb occur repair the defective areas as directed by the Architect. Joint marks and fins in exposed work shall be smoothed off and cleaned Protect freshly placed concrete from premature drying and excessive cold or hot temperature In hot, dry and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation control material. Apply according to manufacturer's instructions after screeding and bull floating but before power floating and troweling. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing Weather permitting, keep continuously moist for not less than seven (7) days. Cure concrete by curing compound by moist curing by moisture retaining cover curing or by combining these methods, as specified. Provide moisture curing by the following methods 1 Keep concrete surface continuously wet by covering with water 2. Use continuous water fog spray 3 Cover concrete surface, thoroughly saturate cover with water and keep continuously wet. Cover concrete surfaces and edges with moisture retaining cover for curing concrete placed in widest practicable width with sides and ends lapped at least three inches (3 and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape CURING FORMED SURFACES Cure formed concrete surfaces including underside of beams supported slabs and other similar surfaces, by moist curing with forms in place for the full curing period or until forms are removed. If forms are removed continue curing by methods specified above as applicable. CURING UNFORMED SURFACES Cure unformed surfaces including slabs, floor topping and other flat surfaces by applying the appropriate curing method Final cure concrete surfaces to receive finish flooring with a moisture retaining cover unless otherwise directed. PATCHING AND CLEANING Repair defects in concrete Work as per ACI -301 Chapter 9 and as directed by Architect. Chip voids and stone pockets to a depth of one inch (1') or more as required to remove all loose material. Voids, surface irregularities chipped areas etc. shall be filled by patching gunite or rubbing. Repaired surfaces shall duplicate appearance of unpatched work. Clean exposed concrete surfaces and work stained by leakage of concrete to approval of Architect. Reinforce or replace any deficient work as directed by Architect and at no additional cost to Owner GENERAL. The selection of materials for and the mixing and placing of all concrete shall conform to the requirements of the International Building Code See Structural Notes for required mix, slump and concrete strength 03 30 00 -3 MATERIALS FINISHES PORTLAND CEMENT See Structural Notes. Type I as specified shall conform to Standard Specifications for Portland Cement (ASTM C -150) One brand of cement shall be used throughout the work for structural purposes. Cement shall have been used for at least two (2) years with the proposed aggregate without detrimental reaction. A maximum of 25% fly ash of the total cementitious content shall be used in the Portland Cement Mix for patching the existing slab only The topping slab mix shall contain no fly ash. WATER. Potable PREFORMED EXPANSION JOINT FILLER MATERIAL. Bituminous fiber type conforming to ASTM D -1751 MOISTURE BARRIER. Moisture barrier film shall be "Visqueen 6 mil polyethylene film as manufactured by the Visking Corporation. Tape all joints NON SHRINK MORTAR FOR PATCHING CONCRETE. Fast setting non shrink patching cement mortar with compressive strength conforming to ASTM C 109 SAFETY TREADS Install Wooster Products, Inc. stair nosing Type WP2C at all concrete stair treads. EXPANSION BOLTS 17W ramset Red Head as manufactured by the Illinois Tool Works wedge anchors and threaded expansion inserts into concrete Install in strict accordance with manufacturer's published recommendations, including minimum embedment requirements SEALER. Burke 'Weather Pruf Sealer WB' cure- sealer TESTING Owner shall hire an independent firm to make tests and supply results to the Architect and the Building Department having jurisdiction to comply with IBC Section 1704 Contractor shall notify the firm prior to pouring concrete and shall help coordinate the taking of tests HARDENER, DUSTPROOFING Apply to finish concrete floors throughout building where scheduled. Apply per manufacturer's direction two (2) coats minimum allow twenty four (24) hours between coats. TROWLED FINISHES At interior slabs freshly placed concrete shall be compacted and screed uniformly Push large aggregates below surface with a screed tamper screed and bull float. As soon as surface becomes workable, it shall be wood floated, then steel troweled to a uniform smooth true surface finish in a neat and workmanlike manner BROOM FINISHES At sidewalks and equipment pads, finish as above. After troweling, exterior side walks shall receive a broom finish Slightly roughen concrete surface by brooming in direction perpendicular to main traffic route with fiber bristle broom INTERIOR TOPPING SLAB FINISH See Section 03 54 00 COLORED CONCRETE. At exterior concrete shall be colored by Davis Colors, telephone 800 356 -4848, color "Cobblestone 860 Provide 12' x 12' mock -up cured 28 days, to the Architect, prior to installation Install in strict accordance with manufacturer's instructions and specifications Verify exact location of color with Architect prior to installation. EXPANSION JOINTS Pre molded asphalt impregnated expansion joint material, half inch thick, depth as required to bring top to finished surface. Provide expansion joints every fifteen feet (15') at walks or as shown on the Drawings 03 30 00-4 a CONTROL JOINTS* Score concrete walks with control joints every five feet (5') or as shown on the Drawings MISCELLANEOUS CONCRETE ITEMS FILLING IN Fill in holes and openings left in concrete structures for passage of work by other trades unless otherwise shown or directed, after work of other trades is in place. Mix, place and cure concrete as specified to blend with in -place construction Provide other miscellaneous concrete filling shown or required to complete the Work. EQUIPMENT BASES AND FOUNDATIONS Provide machine and equipment bases and foundations as shown on drawings Set anchor bolts for machines and equipment to template at correct elevations complying with diagrams or templates of manufacturer furnishing machines and equipment. PRE -CAST WHEEL STOPS Provide pre -cast concrete wheel stops, 6' -0' long at areas indicated on the Drawings Install securely to paving with reinforcing bars 18' long FLOOR GRATE. Provide slab and recess under floor grate specified in Section 05 50 00 and shown on details on the Drawings. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION 03 30 00 -5 PRODUCTS CONCRETE ADMIXTURE SYSTEM SECTION 03 30 01 CONCRETE WATERPROOFING ADMIXTURE AND WATERSTOPS GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Concrete admixture that when added to the plastic mix will permanently waterproof water reduce and air entrain the hardened concrete by way of chemically promoting the total hydration through a catalyst form of water bearing crystals. Provide at elevator pit. Waterstop systems to treat construction joints in concrete walls and slabs. Concrete mix design and site services necessary to complete the installation as herein specified. REFERENCE STANDARDS American Concrete Institute ACI 308 1 Standard Specification for Curing Concrete. American Society for Testing and Materials_ (ASTM) ASTM C233 Standard Test Method for Air Entraining Admixtures for Concrete. ASTM C494. Chemical Admixtures for Concrete. SUBMITTALS 1 Certificates of Conformance or Compliance: Before delivery of the materials a copy of the manufacturer's certificates attesting that materials meet the requirements specified, shall be submitted to the Consultant. 2. Product Data. Manufacturer's descriptive product literature shall be submitted and shall consist of detail specifications, available performance test data and instructions for additive addition. 3 Certified Laboratory Test Reports: Before delivery of materials copies of the reports of all tests: specified herein or in reference publications shall be submitted to and approved by the Contracting Officer Test reports shall be accompanied by certificates from the manufacturer certifying that the previously tested material is of the same type, quality manufacturer and make as that proposed for this project. QUALITY ASSURANCE. Product must have a history of overten years of successful use and must be accompanied by a list of job sites of a similar nature. The addition of KIM to the pre- approved mix design shall be by a concrete redi -mix supplier approved by the manufacturer or by a non approved redi -mix supplier or a Contractor under direct supervision of an independent materials engineering company Test concrete waterproofing admixture in accordance with general recommendations of (ASTM C233), Air Entraining Admixtures for Concrete and (ASTM C494 Type D) "Chemical Admixtures for Concrete" LEED REQUIREMENTS Compliance with applicable LEED requirements as outlined in Section 01 02 00 LEED Requirements, is mandatory including compliance with allowable VOC levels for all on- site applied adhesives, sealants, paints and other coatings as outlined in the LEED reference documents. PRODUCT DELIVERY STORAGE AND HANDLING. Deliver materials in unbroken original packages bearing manufacturer's name and brand designation, batch number and date of manufacturer Store in a dry storage area to avoid contact with moisture. 03 30 01 -1 1 Waterproofing Admixture: KIM (Krystol Internal Membrane) as manufactured by Kryton International Inc.(8280 Ross Street, Vancouver BC V5X 4C6 Tel: 604 324 -8280) or approved eg 2. Cementitious Admixture. Consisting of cement, quartz silica and other chemicals which promote complete crystal hydration growth of the concrete; be free of oils, stearates, chlorides and sodium based products. Manufacturer must certify in writing, the absence of these materials. CONCRETE WATERSTOP SYSTEM 1 System Components. Krystol Waterstop System consisting of Krystol Waterstop Treatment (K -321) and Krystol Waterstop Grout (K -322i and K -322x) in accordance with Kryton International technical data sheets. 2. Waterstop Slurry Consisting of a cementitious powder containing high growth organic producing chemicals with ability to grow and penetrate to a minimum depth of 100 mm (4 inches) in both directions from coated surface. 3. Grouting Mortar (for cold joint or cracks): Non- shrink, .non- toxic, fast setting (initial 25 minutes) and containing high growth organic chemicals; compatible with cementitious crystal producing chemicals and contain no chlorides or artificial accelerators INSTALLATION GENERAL. Safety precautions shall conform to current manufacturer's MSDS printed literature and the current WCB regulations. ADMIXTURE. Add admixture at concrete batch plant, batched and mixed in accordance with admixture manufacturer's recommendations. Place and finish concrete in accordance with ACI guidelines and the admixture manufacturer's recommendations. Cure in accordance with ACI 308.1 and in accordance with admixture manufacturer's recommendations. Treat construction joints as specified herein. CONSTRUCTION JOINT WATERSTOP SYSTEMS Construction joints design (wall to wall and, where approved by the manufacturer slab to slab). Prepare and treat in accordance with Kryton Technical Bulletin #104 1 Brush coat with Krystol Waterstop Treatment to full contact area at a rate of 1 kg per square meter 2. Prepare block -out using wood spacers to required size of 1 W x 1 1 /2" (40 x 40 mm) tapering to .1 Y4 (30 mm). 3 Remove block -out strip when forms are removed. 4 Fill with stiff putty consistency of KIM Waterstop Grout after concrete has cured CONSTRUCTION JOINT DESIGN (HORIZONTAL POUR JOINTS AND SLAB TO WALL): Prepare and treat in accordance with Kryton Technical Bulletin #103. 1 Apply stiff mix of Krystol Waterstop Grout in triangular strip approximately 50 mm (2 wide rising to 30 mm (1 W) high in the centre of the joint area. Protect and allow to dry and harden 2. Brush coat with Krystol Waterstop Treatment to full contact area of joint at a rate of 1 kg per square meter 3 Control Joints: Provide reveals on interior faces. Remove form release agent from reveal and Drypack interior face after concrete has cured. END OF SECTION 03 30 01 -2 SECTION 03 54 00 COLORED POLISHED CONCRETE FINISH GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Furnish all labor materials, equipment and services necessary for completion of custom colored concrete finish system as scheduled and as specified herein, and as follows 1 Provide and install custom colored concrete system including color densifier and sealer to concrete floor slabs where scheduled and indicated on the drawings. 2 Cleaning and preparation of the concrete slabs and any repairs to concrete floor slabs where damaged due to work of this contract and patching and feathering where required. QUALITY ASSURANCE The products and work shall be supplied by a licensed contractor having experience with etching and application of penetrating coloration system to concrete floor slabs. This contractor shall furnish evidence that, proposed products have been successfully used in other applications. The Crenz coloured concrete floor system shall be installed by a certified Crenz installer Engage authorized service representative to train Owner's maintenance personnel on proper maintenance procedures Submit maintenance instructions for insertion in operations and maintenance manuals. Instructions shall give specific warning of maintenance or cleaning practices or materials, which may damage installed work. Include Product Data for maintenance products recommended. LEED REQUIREMENTS Comply with Section 01 02 00 PROTECTION Provide protection to concrete floors to receive work of this Section from initial concrete curing until Substantial Performance as follows 1 Diaper all hydraulic powered equipment against oil drips on slab 2. Prohibit parking of vehicles on slabs Use non marking tires only 3 Prohibit parking motorized trowel blades on slabs during slab curing 4 Avoid dragging of materials on slabs. 5 Place drop clothes on slabs during finishing work by other Sections. 6 Do not place pipe- cutting machine directly on slabs 7 Do not place steel or metals on slabs to avoid rust staining. 8 Prevent acids and acidic detergents from coming into contact with slabs. 9 Do not use plastic directly placed over the concrete slab or green housing will occur Do not place OSB board, or any other laminated board which contains glue, on slab The glue will react with the surface of the concrete 10 Suggested protection in high traffic areas after the sealer has been applied is as follows: Place cheap colorfast breathable carpet (not rubber backed) fuzzy side down or corrugated cardboard flat side down Masonite or plywood may then be applied over the carpet for further protection 03 54 00 -1 SAMPLES Prior to commencement of the work submit 2' x 2' sample tablets of colored concrete finish system to the Architect for preliminary approval, covering each color proposed. PROJECT CONDITIONS Concrete must be cured a minimum of 45 days or as acceptable before commencement of work by product manufacturer Close areas to traffic during curing floor application and after application for time period recommended by manufacturer Adhere to the prevailing waste management regulations and project waste management with respect to storage and disposal of waste materials PRODUCT DELIVERY STORAGE AND HANDLING Deliver materials in original containers with seals unbroken. Dispense special concrete finish material from sealed containers. PRODUCTS MATERIALS (CONC -1) The colored concrete floor system materials shall be as manufactured by Crenz, Victoria, British Columbia and as supplied by Crenz Concrete, 721 Lampson Street, Victoria, British Columbia, V9A 6A7 Contact: Les Kowalski, Telephone. (250) 220 -5131 or (250) 889 -0138. COLORED CONCRETE FINISH Colored concrete finish shall be comprised as follows Colorina Crenz ColorEye color system in color(s) selected by the Architect from standard range Densifier Crenz Protect. Sealer Crenz Finish Coat. EXECUTION Examine concrete floor surfaces to receive finish and report any defects, which may affect the performance of the work of this section to the General Contractor in writing. Do not start installation until unacceptable conditions have been corrected Commencement of installation implies acceptance of existing conditions. Do not use curing compounds on finished concrete slab PREPARATION Prepare and clean concrete substrates in accordance with the product directions. APPLICATION 1 The Crenz colored concrete floor system shall be installed by a certified Crenz installer 2. Prepare concrete floor surfaces in accordance with product directions 3 Polish concrete floor surfaces to start at 40 grit and finish at 1500 grit. 4 Apply color after the 200 -grit polish in strict accordance with the product directions 5 Apply two (2) coats of densifier after color has been sprayed in accordance with the product directions. 6 Complete polish to 1500g and apply two (2) coats of sealer in accordance with product directions. 7 Allow floor to dry a minimum of 48 hours 8 Protect newly polished flooring with temporary 6 mil. sheet polyethelene. CLEAN -UP Rubbish and debris resulting from work of this section' shall be collected regularly and removed from the site and disposed of END OF SECTION 03 54 00 -2 GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Supply and install all Metal Fabrication Work as specified herein including all anchorage devices and required appurtenances WARRANTY Per General Conditions and Section 01 00 00 General Requirements. MEASUREMENTS Verify all dimensions by taking field measurements. Proper fit and attachment of all items is required. SHOP DRAWINGS Submit Shop Drawings of each metal fabrication indicated showing layouts, sizes methods of construction connections and installation including sizes and types of fastening devices. Provide engineer's stamp on Shop Drawings for all railings, guards ladders and similar items. COORDINATION Coordinate with other trades for prompt delivery of all materials needed for erection or installation. Identify all bolts or other loose materials. DELIVERY AND STORAGE. Deliver and store materials in dry protected areas. Protect from rusting and other damage. Remove any damaged items from site and replace at no cost to Owner MATERIALS SECTION 05 50 00 METAL FABRICATIONS METAL SURFACES GENERAL. For metal fabrications exposed to view in the completed Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes Do not use materials with exposed pitting seam marks, roller marks, rolled trade names or roughness. STEEL PLATES SHAPES AND BARS ASTM A 36/A 36M STEEL TUBING Product type (manufacturing method) and as follows. Cold- Formed Steel Tubina ASTM A 500 Hot Formed Steel Tubina ASTM A 501 For exterior installations and where indicated, provide tubing with hot -dip galvanized coating per ASTM A 53 STEEL PIPE. ASTM A 53 standard weight (schedule 40) unless otherwise indicated, or another weight required by structural loads. Black finish unless otherwise indicated Galvanized finish for exterior installations and where indicated CAST -IN PLACE ANCHORS IN CONCRETE. Anchors of type indicated below fabricated from corrosion resistant materials capable of sustaining, without failure the load imposed within a safety factor of 4 as determined by testing per ASTM E 488, conducted by a qualified independent testing agency THREADED OR WEDGE TYPE. Galvanized ferrous castings either ASTM A 47 (ASTM A 47M) malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers and shims as required, hot -dip galvanized per ASTM A 153 WELDING RODS AND BARE ELECTRODES Select according to AWS specifications for the metal alloy to be welded 05 50 00 -1 FASTENERS GENERAL. Provide plated fasteners complying with ASTM B 633 Class Fe /Zn 25 for electrodeposited zinc coating for exterior use or where built into exterior walls Select fasteners for the type grade, and class required. BOLTS AND NUTS Regular hexagon -head bolts, ASTM A 307 Grade A (ASTM F 568 Property Class 4 6) with hex nuts ASTM A 563 (ASTM A 563M) and where indicated flat washers MACHINE SCREWS ANSI B18.6 3 LAG BOLTS ANSI B18.2.1 (ANSI B18.2.3 8M) WOOD SCREWS Flat head carbon steel, ANSI B18.6 1 PLAIN WASHERS Round carbon steel, ANSI B18.22.1 (ANSI B18.22M) LOCK WASHERS Helical, spring type, carbon steel, ANSI B18.21 1 EXPANSION ANCHORS Anchor bolt and sleeve assembly of material indicated below with capability to sustain without failure, a load equal to 6 times the load imposed when installed in unit masonry and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing agency Carbon steel components zinc plated to comply with ASTM B 633 Class Fe /Zn 5 Group 1 alloy 304 or 316 stainless -steel bolts and nuts complying with ASTM F 593 (ASTM F 738M) and ASTM F 594 (ASTM F 836M) TOGGLE BOLTS FS FF -B -588 tumble -wing type class and style as required FABRICATION Standard commercial products, conforming to requirements of the Drawings and Specifications may be used subject to approval of the Architect. 1 Bolt with proper size bolts Nuts shall be drawn tight and end threads upset. Screws and bolts shall be standard and washers provided where necessary 2. Build anchors and other connecting members required to attach into concrete as Work progresses to avoid unnecessary cutting and drilling 3 Execute all Work using skilled metal workers only Use only A.W S certified welders. Do only such work at the site as cannot reasonably be performed in the shop Make cuts bends, punching and drilling accurate, neat and properly located Grind and file smooth all parts exposed to view leave exposed surfaces free of fabrication marks. Make members true to length to allow assembly without fillers 4 Do all welding per A.W S C Specifications. Apply Super Coldgalv by Thermacoat, Wilco or equal to any surfaces welded after galvanizing 5 Make fabrication of all structural steel shapes conform to A.I.S C standards 6 Furnish all necessary templates and patterns required by other trades. Supervise and be responsible for proper location and installation of built -in items. Deliver any items of this Section required to be embedded in concrete, or built into partitions and other locations to respective Contractors Provide holes and connections for Work of other trades and make necessary connections. 7 When possible, fit and shop assemble, ready for erection with shop and field connections riveted welded or attached with screws, countersunk and finished flush where exposed 8. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. INSTALLATION Install all items specified herein unless otherwise noted true, square, plumb and accurately fitted SHOP PRIMING Shop coat any ungalvanized ferrous metal with primer Clean iron and metal to be primed of scale, dirt and dust by steel scrapers, wire brushes or sandblasting. Remove oil and grease with petroleum naphtha. Thoroughly work paint into all joints by brush. Overall application of brush or spray coat of primer per Federal Specification TT -P -664 Give any painted built -in portions one field coat of primer on all abraded parts after installation. SCHEDULE OF ITEMS Quantities and sizes are generally included but are not limited to those listed below Contractor shall determine from the Drawings all required items. CLEAN -UP On completion of work, remove all excess material, equipment, debris and cuttings; dispose of away from premises. Leave work in clean condition per General Conditions and Division 1 PIPE HANDRAILS Fabricate 1W round pipe to shapes and sizes shown with all ends closed, welds ground smooth. Provide all required anchoring and fastening devices. METAL BOLLARDS Fabricate thick round pipe at bollards to shapes and sizes shown on the Drawings and as required for proper support. Provide all required anchoring and fastening devices. Bollards shall be filled with concrete per Section 03 30 00 and shall have rounded concrete at top. METAL POSTS Fabricate round pipe posts to shapes and sizes shown on the drawings and as required for proper support. Provide all required anchoring and fastening devices. Posts shall be capped with minimum steel plate. METAL GRATE. Metal grate fence and doors shall be manufacturer's standard steel grating, 3/16' x 1 bars at 1 o c. with cross pieces diameter rod at 4 o.c. Grates shall be securely fastened to adjacent walls. See the Drawings for details. STEEL BRACKET At casework countertops supported from walls, provide an engineered steel bracket mounted directly to studs with drywall over Bracket spacing at maximum three (3) feet on center STEEL LADDER. Fabricate ladder at elevator pit with dimensions, spacings, details, and anchorages as required. Comply with requirements of ANSI A14 3 Coordinate with Elevator Manufacturer and installer SIDERAILS Continuous, steel,' x 2 (12 x 64 mm) flat bars, with eased edges, spaced 18 inches (460 mm) apart. BAR RUNGS 3/4' (19 mm) diameter steel bars, spaced 12 inches (300 mm) o.c. Fit rungs in centerline of side rails, plug weld and grind smooth on outer rail faces. SUPPORT Support each ladder at top and bottom and at intermediate points spaced not more than 5 feet (1 5 m) o.c. with welded or bolted steel brackets. Size brackets to support design dead and live loads indicated and to hold centerline of ladder rungs clear of the wall surface by not less than 7 inches (180 mm) Extend side rails 42 inches (1 1 m) above top rung, and return rails to wall or structure unless other secure handholds are provided. If the adjacent structure does not extend above the top rung, goose -neck the extended rails back to the structure to provide secure ladder access. GUARD RAIL AND STAIR RAILS Fabricate with shapes and sizes as shown on the Drawings with ends and welds ground smooth. Provide anchoring and attachment to wall as shown on the Drawings. Finished railing shall be powder coated, color selected by the Architect. 05 5000 -3 STEEL SUPPORTS FOR GLASS GUARDS: At structural guards, provide steel supports, size and details as indicated on the Drawings. STEEL SHOE. At structural glass railings, provide steel shoe for glass; size and details as indicated on the Drawings. NOTE. All new exterior metal shall be galvanized G185 LEED REQUIREMENTS' Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED `Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers, or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. All steel used in metal fabrications shall be 25% recycled content, 16% post- consumer steel, minimum Structural shapes shall be 90% recycled steel, 75% post- consumer steel. *END OF SECTION 05 50 00-4 SECTION 06 10 00 ROUGH CARPENTRY GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE Supply and install all Rough Carpentry Work as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements. MEASUREMENTS Verify all dimensions shown on the Drawings by taking field measurements Proper fit and attachment of all parts is required Before commencing Work, check all lines and levels indicated and such other work as has been completed Should there be any discrepancies immediately report in writing to Architect. In the event of failing to do so be responsible for correction of any errors. STANDARDS All materials shall have the appropriate grade stamp as noted in the Structural Notes COORDINATION Coordinate Work with other trades (Electrical, Mechanical, Plumbing etc and do all cutting and patching required to accommodate their Work. Protect adjacent Work. DELIVERY AND STORAGE Deliver and store lumber on sills and cover for protection WOOD BACKING Provide all wood backing, furring stripping or blocking indicated or required for installation and attachment of Work of all other trades Cut and frame all openings required by other Trades. Structural members shall not be cut, notched, or drilled except as shown or noted on the Drawings. 1 NSTALLATION ROUGH FRAMING Fit closely set accurately to required lines and levels and secure rigidly in place. Set horizontal and inclined members with crown edge up and set vertical members with crowns all facing the same direction Do not cut, notch or bore structural members without specific approval. Reinforce cut members as directed Bolt, nail and spike thoroughly with not less than sizes and quantities indicated Structural members shall provide full contact at all bearing surfaces Tolerances. Vertical framing shall be plumb within IA' per 10 linear feet and horizontal framing shall be level within 1 /4 per 10 linear feet. STUDS Make exterior of nominal 2 x 6 studs and interior walls and partitions of nominal 2 x 4 studs, 16 inches o c unless otherwise indicated or required to be larger to accommodate mechanical or electrical equipment, insulation, piping and fixtures or the fixtures or equipment of any trade Install crown side for all studs in the same direction. Unless otherwise indicated all panels valve covers, cleanouts, devices access doors, recessed cabinet boxes etc. shall be mounted flush with the adjacent wall surface. When any such item is of a depth where it is not practical to use solid studding to the full thickness of the wall, the wall shall be furred When furring is required it shall extend the full width of the room on the wall in which it occurs and from floor to roof or ceiling joists The studs comprising all interior partitions and the wall material affixed to them shall extend from floor to ceiling joist framing except as otherwise indicated. MINIMUM NAILING REQUIREMENTS Unless otherwise noted below or on the Drawings minimum nailing shall be according to IBC Table No. 2304 9 1 Refer to Structural Drawings FIRE BLOCKING Install fire blocking horizontally and vertically as required by IBC Section 717 WALL FRAMING Provide double studs at corners and intersections. Provide single floor plate and double top plate lap splice covers. BRIDGING Install solid blocking same size as joists when joist or rafter spans exceed eight feet (8') or as shown on the Drawings 06 10 00 -1 DOUBLE JOISTS Install double joists under all walls which run parallel to direction of joist span and around all openings in floor or roof 1 Provide continuous solid blocking at mid height of all stud walls over 8' in height. 2. Individual members of built -up posts and beams shall be attached with I6d spikes at 12' o c. staggered 3 Attach timber joists to flush headers and beams with Simpson 'U' series metal joist hangers to suit the joist size. 4 Notations on Drawings relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong Tie Company San Leandro, California. Equivalent devices by other manufacturers may be substituted provided they have ICBO approval for equal or greater load capacities. 5 All wood framing details not shown otherwise shall be constructed to the minimum standards of the International Building Code 6 Solid blocking shall be provided for all wood columns through floors to supports below 7 Verify that underlayment surface is free of surface irregularities and substances with potential to interfere with adhesive bond show through surface or stain tile. Do not proceed with installation until unsatisfactory conditions have been corrected 8 Provide solid blocking for all miscellaneous hardware, toilet accessories etc. Blocking behind grab bars shall have a load of 250 lbs. minimum 9 See Structural Notes for additional requirements. MOISTURE CONTENT Maximum for finish woods at twelve percent (12 for all other materials nineteen percent. Protect all materials from weather CONNECTIONS NAILS Bright common wire nails, hot dipped galvanized for exterior Work. Subdrill where necessary to avoid splitting BOLTS Drill bolt holes 1/32 inch larger than bolt diameter Use square plate or malleable iron washers under heads and nut where they bear against wood. Re- tighten bolts immediately prior to concealing with finish Work. Re- tighten exposed bolts immediately prior to final inspection LAG SCREWS AND SCREWS Subdrill, use square plate or malleable iron washer under lag screw heads when they bear on wood FABRICATED CONNECTIONS Sheet metal galvanized of size and type shown on drawings Structural steel ASTM A36 Welding by qualified welders in conformance with AWS DI.0 One shop coat of paint per Federal Specifications TT -P -86 Type II to all parts not embedded. TERMITE CONTROL AND DECAY PREVENTION Remove all wood including form lumber scrap lumber shavings and sawdust in contact with ground Leave no wood buried in any fill or backfill. CLEAN-UP Per General Conditions and Division 1 PLYWOOD Plywood panels shall meet the requirements of the latest edition of the U S. Product Standard PS -I for Softwood Plywood Association Each piece shall bear the APA grade trademark of the American Plywood Association Plywood thicknesses shall be as shown on the Drawings. Plywood shall 06 10 00 -2 Plywood shall be C -D grade with exterior glue unless otherwise indicated SILL SEALER. Dow Sill Sealer Styrofoam 1 /4 x 5 1/2 at concrete to wood sills. Align exterior edge of sill sealer with exterior face of plate Staple to underside of plate with ribs facing foundation FLOOR JOIST FRAMING Install floor joists with crown edge up and support ends of each member with not less than 1 1/2 of bearing on wood or metal. Attach floor joists to wood bearing members by toe nailing or metal framing anchors. To wood supporting members attach with wood ledgers as shown or if not shown with metal joist hangers. Frame openings with headers and trimmers supported by metal joist hangers double headers and trimmers where span of header exceeds four feet (4') PLYWOOD SUBFLOOR. Size as indicated on the drawings. Install C side up nail and glue over joists. Glue and secure subflooring to floor joists with screw -type nails Subfloor-to-joists connections must be sufficient to totally prevent any squeaking of flooring. Floor squeaking will be remedied as directed by the Architect at the Contractor's expense. All edges shall be tongue and groove joints or solid blocking at all bearing points Completed subflooring shall be level within per 10 linear feet and shall be free of depressions humps, patched holes, splits or construction damage. PLYWOOD SHEATHING Install plywood roof sheathing with long dimension perpendicular to joists Install wall plywood with lap dimension vertical. All plywood shall be laid with the 'C' or best face on exposed side Plywood roof sheathing nailings shall be according to UBC Table No 2304 9 1 Sizes shall be as indicated on the Drawings. At roof sheathing provide approved plywood edge clips or tongue and groove joints at unblocked edges PARALLEL STRAND LUMBER AND PREFABRICATED PLYWOOD WEB JOIST See Structural Notes. CEILING JOIST FRAMING Install ceiling joists at areas indicated on the drawings with crown up Face nail to ends of parallel rafters. Where ceiling joists are at right angles to rafters, frame as required with additional short joists from wall plate to first joist; nail to ends of rafters and to top plate and nail to long joists or anchor with framing anchors or metal straps ROOF RAFTER FRAMING Install rafters at areas indicated on the drawings with crown up Notch to fit exterior wall plates, and toe nail or use framing anchors as indicated on the drawings. Double rafters to form headers and trimmers at openings in roof framing (if any) and support with metal hangers. Where rafters abut at ridge place directly opposite each other and nail to ridge member or use metal ridge hangers STAIR FRAMING Install stair framing members of size, space, and configuration indicated or if not otherwise indicated to comply with the following requirements STRINGER SIZE. 2' x 12' minimum NOTCHING Notch stringers to receive treads, risers and supports leave at least 3'h of effective depth STRINGER SPACING Not less than 3 stringers for each 3 -0' clear width of stair FASTENING Fasten all treads risers, and plywood landings with plywood panel adhesive as well as screws FIRESTOPPING Install firestopping between studs along and in line with run of stringers and landing ledgers and other areas shown on drawings Fabricate stair framing not to exceed the following variations between treads and risers within each flight of stairs. ADJACENT TREADS AND RISERS 3/16' BETWEEN LARGEST AND SMALLEST TREADS AND RISERS 06 10 00 -3 WOOD FRAMING COORDINATION Coordinate electrical stub -ups and fixture recesses with the framing plan. Coordinate girders, floor joists, and stud walls with plumbing HVAC ducts and vents Recess floor joists to allow for changes in floor elevations and surfaces. Supply and coordinate in -wall fixture and equipment supports such as in -wall blocking, anchors brackets, grounds curbs for hooks, shower curtain rods, grab bars and other items Provide joints and connectors at non -wood construction to allow for shrinkage, expansion and other movement of the wood. Provide clearances between framing and other construction that may be subject to differential movement. WOOD PRESERVATIVE TREATMENT All wood sill plates and ledgers in direct contact with concrete shall be pressure treated with Copper Azole (CBA -A, CA -B) Preservative shall be based on the appropriate amount for the intended use according to AWPA standards All fasteners in contact with treated wood shall be stainless steel, except anchor bolts which shall be hot dipped galvanized, G -185 or Stainless Steel. EXTERIOR WOOD SIDING Wood siding shall be 2 x 4 clear Western Red Cedar Install with stainless steel button head screws, verify screw type with Architect prior to installation See the Drawings for installation details. MISCELLANEOUS EXTERIOR WOOD Western Red Cedar size and details as shown on the Drawings. SITE BRIDGE MATERIAL. Decking at site bridges shall be Rhino Deck Grooved, 5/4 x 6' installed with Vision Deck Clips color selected by the Architect. PLYWOOD UNDERLAYMENT APA Underlayment exterior sanded face, nail with 3d ring shank nails 6' o c. at panel edges and 8' o c. interior or 16 ga. staples 3' o.c. at panel edges and 16' o c. interior Install under resilient flooring and carpet at all rooms scheduled for resilient flooring and carpet, except over concrete slab on grade. BIRDSCREEN 1/16' black plastic mesh. LUMBER DRYING All cedar to be installed at interior or exterior shall be thoroughly dried for at least thirty (30) days in a covered area prior to installation to prevent shrinkage. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources credit. Documentation, including project cut sheets literature letters from manufacturers, or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion All plywood shall be formaldehyde free and be constructed with Low -VOC water and mold resistant adhesive. NEW WOOD New wood -based products and materials shall have a minimum of 50% certified in accordance with the Forest Stewardship Council's Principles and Criteria. All manufactured wood products such as PSLs, LVLs, LSLs and truss joists shall be formaldehyde free. END OF SECTION r SECTION 06 20 00 FINISH CARPENTRY GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Supply and install complete Finish Carpentry Work as shown on the Drawings and as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements. MEASUREMENTS Verify all dimensions shown on the Drawings by taking field measurements, proper fit and attachment of all parts is required. COORDINATION Coordinate with all other trades as required to complete Work to satisfaction of Architect. DELIVERY AND STORAGE. Deliver all materials under protective cover and store within dry enclosed area. GENERAL REQUIREMENTS Provide wood free of significant defects or deviations from grade standard The following standards apply to Work of this Section except where more stringent requirements are specified herein. Architectural Woodwork Institute Quality Standards, Western Wood Products Association Manual, American Wood Preservers Association Specifications and National Hardwood Lumber Association. FINISH CARPENTRY INSTALLATION Use only hot dip galvanized or aluminum finish or casing nails. Set nails for putty stopping in surfaced members. Hammer marks are not acceptable on any exposed finished surface and may be cause for rejection of Work by Architect. Make all end splices exposed in finished members bevel splices and not square butted. Perform all work per details and applicable trade standards; saw cuts straight and clean, tight fits without gaps, splices tight and staggered (never side by side). Align and exactly match joints at edges and corners. Install running trim in maximum lengths, do not use short pieces or splicing of scraps. Install Work to details shown, plumb level and to line and securely anchored. Make accurate scribes where required. Use concealed shims where required for alignment. 1 Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer 2. Install to tolerance of in 8' for plumb and level. Install adjoining finish carpentry with 1/16' maximum offset for flush installation and maximum offset for reveal installation. 3 Coordinate finish carpentry with materials and systems that may be in or adjacent to standing and running trim and rails. Provide cutouts for mechanical and electrical items that penetrate exposed surfaces of trim and rails. 4 Match color and grain pattem across joints. 5 Install trim after drywall joint finishing operations are completed. 6 Drill pilot holes in hardwood prior to nailing or fastening to prevent splitting Fasten to prevent movement or warping. Countersink nail heads on exposed carpentry work and fill holes. 7 Where sanding is required, sand with grain to totally smooth, unblemished surface. Set finish nails before painting or staining. 06 20 00 -1 Provide and install other miscellaneous millwork items and related Work required to complete Work of this Section. Where sanding is required, sand with grain to totally smooth, unblemished surface. Set finish nails before painting or staining. Prepare all woodwork installed hereunder by cleaning and sanding as required to receive finishes specified in Section 09 91 00 Painting. CLEAN -UP Vacuum clean all work surfaces where sawdust accumulates. Remove scraps frequently Vacuum clean the work area frequently and upon completion of final Work. MATERIALS Do not have finish materials delivered until after the building is closed in. Handle and store materials with care to avoid damage. Store as required to prevent damage and moisture absorption. INTERIOR TRIM AND BASE. Medium Density Fiberboard (MDF) 48 lb made without formaldehyde, and with low -VOC water and mold resistant adhesive; size as indicated on the Drawings. HEMLOCK PANELING (WD-1) Hemlock veneer plywood See Finish List for product reference. Install with details shown on the Drawings. INTERIOR WOOD SIDING (WD -2): See finish List for product reference. WOOD STAIR RAILINGS At stairs ST -2 and ST -3 Maple, profile and brackets as shown on the Drawings. WOOD STAIR. At ST-4 provide Maple wood treads, risers and skirt board, size and configuration as shown on the Drawings. At ST -1 ST -2 and ST -3 provide wood treads and risers prepared for rubber treads and risers, size as shown on the Drawings. NEW WOOD New wood -based products and materials shall have a minimum of 50% certified in accordance with the Forest Stewardship Council's Principles and Criteria. Adhesive shall be low -VOC water and mold resistant. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers, or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION SECTION 0710 00 DAMPROOFING GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Provide all Liquid Damproofing Work as shown on the Drawings and as specified herein. Damproofing shall be applied to all foundation walls below grade. WARRANTY Per General Conditions and Section 01 00 00 General Requirements, furnish a written warranty signed by the applicating contractor or firm and endorsed by the manufacturer stating that damproofing will remain intact and resist water for a period of two (2) years from date of application. MATERIALS HANDLING: Use all means necessary to protect materials before, during, and after installation and to protect the Work and Materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner APPLICATOR. Have all materials applied by a contractor approved by manufacturer COORDINATION: Work closely with all adjacent trades. Whenever the watertightness of damproofing is dependent on other trades, assume full responsibility for the finished installation. INSPECTION: Examine all subsurfaces and report in writing to Architect any conditions detrimental to the Work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Contractor responsible for any corrections Architect may require. Commencement of Work will be construed as acceptance of all subsurfaces. DELIVERY AND STORAGE. Deliver materials to job site in manufacturer's original, unopened packaging and adequately protect against damage while temporarily stored at site. Materials designated for a specific application shall be the products of one manufacturer PREPARATION: Make all subsurfaces free from material projections, dust, loose and foreign materials and any other obstructions, presenting a smooth plane, ready for installation. APPLICATION: Perform Work only in dry weather and apply in strict accordance with manufacturer's written specifications or instructions. PROTECTION: Protect all damproofing Work, during and after installation, from damage of any kind. WATERSTOPPING: At end of each day's Work, seal all Work at edges to prevent moisture getting under material. Damproofing operations shall not be conducted when water in any form is present on surfaces to be covered. CLEAN-UP Per General Conditions and Section 01 00 00 General Requirements. LIQUID DAMPROOFING MANUFACTURER. Sonneborn TYPE. Hydrocide 600 a non fibrated asphalt emulsion damproofing for application by brush or spray Install protection board of 1 /2' Dow Styrofoam prior to backfilling. APPLICATION: Apply in strict conformance with manufacturer's recommendations and specifications including surface preparation, coverage, number of coats, and temperature. *END OF SECTION*** 07 10 00 -1 SECTION 07 20 00 THERMAL PROTECTION GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Supply and install all Thermal Protection Work as shown on the Drawings and as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements. SUPPLIER. Materials designated for a specific application shall be the products of one manufacturer COORDINATION Check Work of other trades which abuts, adjoins or is affected by Work under this Section. Consult Drawings and other Sections of these specifications and expedite and coordinate Work to avoid omissions and delays. INSPECTION Examine all subsurfaces to receive Work of this Section. Report in writing to General Contractor with a copy to Architect, any conditions detrimental to Work of this Section. DELIVERY AND STORAGE. Deliver materials to job in manufacturer's original unopened packaging. Adequately protect against damage while stored at the site. Deliver so that stocks of materials on the site will permit uninterrupted progress of the Work. Keep insulation materials totally dry at all times in storage and during installation. PROTECTION Take precautions to protect all insulation, both during and after installation, from damage of any kind until covered. CLEAN-UP Per General Conditions and Division 1 INSULATION MATERIALS EXTERIOR STUD PARTITION INSULATION At all new exterior stud partitions and infill areas high density unfaced fiberglass blankets having thermal resistance 'R value of R -21 as manufactured by Owens /Corning Fiberglass. SOUND INSULATION. Unfaced batts by Owens /Corning Fiberglass, full thickness of wall or 10' deep at floors and ceilings where indicated on the Drawings or specified herein BATT INSULATION: Shall have at least thirty percent (30 recycled content and be formaldehyde free. INSULATION AT INTERIOR CONCRETE WALLS WITH FURRING 1W polyisocianurate AC Foam Composite /GB HCFC free insulation manufactured by Atlas Roofing Corporation. Apply with low -VOC construction adhesive in strict accordance with manufacturers recommendations. ROOF INSULATION: At new flat roof areas, tapered insulation system extruded polystyrene by Owens Corning. Slope as indicated on the Drawings. Over polystyrene install Atlas Roofing Corporation AC Foam Composite /GB HCFC free, average R value over all surfaces where applied shall be R -30 Note: Before installing insulation and roofing verify that roof manufacturer's warranty will be good over system of insulation and roofing after installation. PERIMETER RIGID INSULATION AT FOUNDATION AND UNDERSLAB INSULATION: At areas as shown on the Drawings, Formular XPS 400 by Owens Corning, 40 psi. Compressive strength, 2' thick, R -10 15% recycled content. 07 20 00 -1 ROOF INSULATION: At underside of existing roof BIOBASED #1701 Biocontent insulation R value, 5 inches, 51 per inch, with two (2) inches of URE -K cellulose insulation by International Cellulose over R30 at underside of existing roof Install over clean, dry surface at underside of existing roof deck in strict accordance with manufacturer's instructions. INSTALLATION Install all roof insulation in strict accordance with the current edition of manufacturer's recommendations for installation over a plywood deck. Install insulation in accordance with the current edition of manufacturer's written recommendations for the specific type of installation. Stuff glass fiber loose fill insulation into miscellaneous voids and cavity spaces. Compact to approximately forty percent (40 of normal maximum volume (to a density of approximately 2.5 pcf) Keep areas to be insulated clean and dry Do not install insulation where it might be exposed to water Keep ventilation space unobstructed. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Supply and install all Rain Screen material and accessories as shown on the Drawings and specified herein WARRANTY Per General Conditions and Section 01 00 00 General Requirements. COORDINATION Coordinate with all other trades whose work relates to Rain Screen installation. DELIVERY STORAGE AND HANDLING Deliver materials to project site in original containers with seals unbroken, wrapped in a polythene sleeve, labels with manufacturer's name, and product brand name. Store rolls under cover on a clean, level surface, either flat or upright. CLEAN UP Per General Conditions and Division 1 SECTION 07 27 60 RAIN SCREEN MATERIALS Vaproshield Wall Shield' and '3D Window Flashing Elements' spun bonded polypropylene, black color 0 023 inches thick. INSTALLATION Install at exterior sheathing windows and doors in strict accordance with manufacturer's recommendations and instructions, including sequence of installations and manufacturer's accessory items as necessary for complete and water -tight installation Installation under wood spaced board siding shall be with a 50/50 wrap i.e. install one layer of Wall Shield and lap a second layer over one -half of the first layer creating two layers. END OF SECTION*** 07 27 60 -1 SECTION 07 42 00 COMPOSITE CLADDING PANELS GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Supply all labor materials equipment and incidental services necessary to engineer fabricate supply and install the composite panels including: (1) composite cladding panels, (2) support framing system and (3) necessary accessories fasteners, and hardware to complete the installation Panels specified herein comprise the following applications: wall cladding panels. WARRANTY Per General Conditions and Section 01 00 00 General Requirements Provide a standard warranty certificate from the composite panel system manufacturer shall state that the cladding panels are warranted against defects in material or manufacture including cracking, delamination, warpage greater than 6 mm out of plane in any direction and color fade for a minimum period of five (5) years from Date of Substantial Completion REFERENCES AMERICAN SOCIETY FOR TESTING OF MATERIALS 1 ASTM E84 Standard Method of Test for the Determination of Combustibility of Building Materials 2. ASTM D792 Standard Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement. CANADIAN STANDARDS ASSOCIATION 1 CAN /CSA- G164 -M92 (R1998) Hot Dip Galvanizing of Irregularly Shaped Articles 2 CSA- S136 -94 Cold Formed Steel Structural Members. 3 CSA -W47 1 92(R1998) Certification of Companies for Fusion welding of Steel Structures 4 CSA -W55 3 -1965 (R1998) Resistance Welding Qualification Code for Fabricators of Structural Members Used in Buildings 5 CSA -W59 -1989 (R1998) Welded Steel Construction (Metal Arc Welding) CANADIAN SHEET STEEL BUILDING INSTITUTE CSSBI -50M -1987 Lightweight Steel Framing Manual. UNDERWRITERS LABORATORIES CANADA. CAN /ULC S134 -92 (R1998) Standard Method of Fire Test of Exterior Wall Assemblies. EUROPEAN NATIONAL STANDARDS (EN) EN 438 -2 Decorative High- Pressure Laminates (HPL) Sheets Based on Thermosetting Resins Determination of Properties. QUALITY ASSURANCE INSTALLER QUALIFICATIONS Work of this section shall be performed by mechanics having been certified by Dunleavy Cordun Associates Inc. in the installation of prefabricated wall panel systems, and who has completed the required training sessions for this type of assembly INSTALLATION Work shall be performed in strict accordance with manufacturer's printed instructions, and in accordance with all warranty requirements. PRE- INSTALLATION MEETING Convene a pre installation meeting for the Products specified in this section. Attendees must include as a minimum representatives of the following 07 42 00 1 PERFORMANCE REQUIREMENTS SUBMITTALS 1 Contractor (Site Superintendent Project Manager) 2. Installation Subcontractor (Site Foreman Project Manager) 3 Product Manufacturer and /or Distributor (Tech Representatives) 4 Related Subcontractors, and 5 Architect TEST RESULTS Submit to the Consultant, certified test results from an independent testing laboratory confirming that the panel system meets or exceeds the specified performance characteristics, physical properties and required fire testing Fire Testing: Submit certification that the product has been tested and meets the requirements of [ASTM E84][CAN /ULC S -134]. Testing must be performed by an independent testing laboratory [accredited by the Standards Council of Canada] WIND LOAD Design fabricate and install composite panels to conform to the requirements of local building codes for Wind Load data. PRODUCT DATA. Submit the following manufacturer's data sheets on each product to be used including* (1) preparation instructions and recommendations, (2) storage and handling requirements and recommendations and (3) installation methods. SHOP DRAWINGS In accordance with Section 01 00 00 submit complete shop drawings of panel assembly showing layout, profiles and product components including anchorage, accessories, finish colors patterns and textures Each shop drawing submitted shall bear the stamp and signature of a qualified Professional Engineer registered in the State of Washington. Submit copies of engineering calculations and /or certified data verifying the capacity of members, connectors, connections, and the ability of assemblies to meet the design requirements signed and sealed by the panel subcontractor's Engineer SAMPLES In accordance with Section 01 00 00 submit two complete sets of color swatches representing manufacturer's full range of available colors patterns and materials for each panel finish specified. QUALITY ASSURANCE SUBMITTALS Submit certified test reports showing compliance with specified performance characteristics and physical properties 1 Qualification Certificates. certificates indicating compliance with qualification requirements in Quality Assurance article. 2. Product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria and physical requirements. 3 Manufacturer's Instructions. Manufacturer's installation instructions 4 Manufacturer's Field Reports Manufacturer's field reports specified herein. 5 Closeout Submittals. Submit operation and maintenance data for installed products in accordance with Section 01 78 00 Closeout Submittals (Operation and Maintenance Data) Include methods for maintaining installed products and precautions against cleaning materials and methods detrimental to finishes and performance. Do not fabricate or install panel assemblies until submittals are reviewed and approved by the Architect. 07 42 00 2 MOCK-UP Construct a 24 x 24 mock -up of the wall panel assembly on site, where directed by the Architect. Construct mock -up to include all aspects of panel assembly including panels, support framing, joint treatment, fastening methods, flashing and trim Allow minimum 5 working days for review by the Architect. Correct deficiencies and request subsequent review Approved mock -up shall serve as the minimum standard of work for the balance of the panel assembly installation. Approved mock -up may remain as part of the finished Work. DELIVERY STORAGE AND HANDLING Deliver Products to site in manufacturer's original crating or packaging, with labels clearly identifying materials and installation locations Store materials in accordance with the manufacturer's instruction until ready for installation. Store materials in a covered area, away from water on a flat, level surface with adequate support to prevent sagging. Protect materials during handling to prevent damage. All components shall be removed from the packaging and stacked flat with spacers between the pieces in their final environment for a minimum 3-4 days prior to installation. PROJECT CONDITIONS' Verify actual measurements /openings by field measurements before fabrication, show recorded measurements on shop drawings. Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays. ENVIRONMENTAL CONDITIONS Maintain material and ambient temperature minimum 10 °C during installation and for at least 24 hours after installation. PRODUCTS MANUFACTURER. Max Exterior as distributed by Brian Morris, VIVA International, 604 689 -4081 COMPOSITE WALL PANELS RESIN CORE PANELS MAX EXTERIOR duromer high pressure laminate panels, to EN 438 and as follows. Panel Type: Type CGF Facade Panel Core. Standard (F) core, brown. Aluminum Reinforcing: per manufacturer's recommendations. Panel Sizes. See the Drawings. Panel Thickness. Per manufacturer's recommendations. Density 1 45 g /cm Modulus of Elasticity 9 5 N /mm (1,200 psi) minimum per EN 438 Tensile Strength. 90 N /mm (13 000 psi) per EN 438. Flexural Strength: 90 N /mm (12,00 psi) minimum per EN 438 Surface Impact Resistance. 40 N (9 Ibf) index minimum per EN 438 -2 (11) Scratch Resistance. 3.5 N (0.79 lbf) index minimum per EN 438 -2 (14). Fire Performance: Maximum Flame Spread Index of 5 per ASTM E84 [(Type I Class A)]. Smoke Development Index: 5 Water Absorption: Less than 1 0% per EN 438 -2 (7) Porosity Nonporous surface and edges. Color Stability 4 5 grey scale per ISO 105 A02 -87 (3000 hr xenon lamp test) FINISH Surface Finish. FH (fine hammered emboss) Colors. See Finish List for product reference. MOUNTING SYSTEM EUROFOX® System MUH visible fixing with rivets, color to match panels, and as follows: Brackets. MacFOX per manufacturer's recommendation Isolators. IsoFOX per manufacturer's recommendation. 07 42 00 3 INSTALLATION Profiles: Per manufacturer's recommendation Vertical Joint Profile. V- Profile 62x6x1.2mm black. Horizontal Joint Profile: H- Profile 2.5mm natural, per manufacturer's recommendation. Flashing Profiles: Window flashing profile for panels, per manufacturer's recommendation Ventilation Grid Profiles: Black, profile per manufacturer's recommendation. Joint Bands. Plastic, black, thickness per manufacturer's recommendation External Corner Profile. FIELD QUALITY REQUIREMENTS MANUFACTURER'S INSTRUCTIONS Comply with manufacturer's product data, including product technical bulletins, product catalogue installation instructions and product carton instructions for installation. EXAMINATION. Do not begin installation until substrates have been properly prepared. If substrate preparation is the responsibility of another installer notify Consultant of unsatisfactory preparation before proceeding Verify compatibility of different surfaces in contact with each other to protect against electro- chemical corrosion. PREPARATION Walls should be flat and plumb to within the tolerances set for those materials and systems. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. Protect metal surfaces in contact with concrete masonry mortar plaster or other cementitious surface with isolation coating. INSTALLATION: Install wall panels' plumb and level and accurately spaced in accordance with manufacturer's recommendations and approved submittals. Fasten wall panels to supporting substrate with fasteners approved for use with adjoining construction. Accessory Items. Install corner profiles, gaskets and trim with fasteners and adhesive appropriate for use with adjoining construction as indicated on drawings and as recommended by manufacturer MANUFACTURER'S FIELD SERVICES Provide manufacturer's field service consisting of product use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer's instructions. SITE VISITS Manufacturer's representative shall visit the site at the following milestones. Pre construction meeting. Commencement of sub -frame system installation. Commencement of cladding panel installation. Completion of each type of panel installation. Contractor's final inspection prior to Substantial Performance. CLEANING Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. Clean installed products in accordance with manufacturer's instructions prior to Owner acceptance. Remove construction debris from project site and legally dispose of debris PROTECTION: Protect installed product and finish surfaces from damage during construction. END OF SECTION 07 42 00 4 MATERIALS SECTION 07 46 19 STEEL SIDING GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Install metal siding at new construction as shown on the Drawings and as specified herein WARRANTY Per General Conditions and Section 01 00 00 General Requirements DELIVERY AND STORAGE. Deliver store and handle preformed sheets and other manufactured items so that they will not be damaged or deformed. Stack materials stored on the site on platforms or pallets and cover with tarpaulins or other suitable weathertight covering Store all metal sheets so that water which might have accumulated during transit or storage will drain off do not store the sheets or panels in contact with materials that might cause staining Inspect the sheets upon arrival to the job site, if wet, remove the moisture and restack and protect the sheets until used SUBMITTALS Provide 12' x 12' metal sample of each color selected by the Architect. SIDING SHEETS Formed of galvanized steel. Sheets shall be capable of supporting design loads between unsupported spans with deflection not greater than 1/120 of the span width on walls but in no case shall the wall thickness of the sheets be less than specified herein. Where gages are specified they are subject to normal manufacturing tolerances. CORE. Sheets shall be of the type having a cross sectional profile and depth as indicated. Form sheets of galvanized steel conforming to ASTM A 525 Coating Class G -90 Steel sheets shall not be lighter than 24 MFG STD gage for sheets used on walls but in no case lighter than required to meet the deflection requirements specified herein for maximum deflections. ACCESSORIES Sheet metal flashings, trim moldings, closure strips, caps and other similar sheet metal accessories used in conjunction with preformed metal sheets shall be of the same material and finish as used for the sheets except that such items which will be concealed after installation may be provided without the finish if they are aluminum- or zinc- coated steel. Metal shall be thickness not less than that used for the sheets Molded closure strips shall be closed cell or solid -cell synthetic rubber neoprene, or polyvinyl chloride pre molded to match the configurations of the preformed metal sheets. FASTENERS Fasteners for attachment to structural supports and fasteners for attachment to adjoining sheets or panels shall be as approved and in accordance with the manufacturer's recommendation Fasteners shall be self- tapping screws Design the fastening system to withstand the design loads indicated. Fasteners shall be Series 305 stainless steel or aluminum Fasteners shall have composite metal and neoprene composition washers. Finish of exposed fasteners shall match siding color SCREWS Screws not less than No 14 diameter self- tapping type or self drilling and self- tapping type. Finish of exposed screws shall match siding color JOINT SEALING MATERIAL. Fed. Spec. TT -C -1796 Type II Class B ribbon form sealant, except that it shall not contain bituminous type materials SIDING MANUFACTURER. Siding shall be as manufactured by AEP SPAN NU -WAVE Corregated with DuraTech 5000 finish color Cool Old Zinc Gray FASCIA, RAKE AND SOFFITS Metal with finish and gage to match siding profile and shape as shown on the Drawings Verify colors with the Architect. 07 46 19 -1 INSTALLATION Install in accordance with the manufacturer's approved erection instructions and diagrams. Panels shall be in full and firm contact with supports and with each other at side and end laps Where sheets are cut in the field, or where any of the factory- applied coverings or coatings are abraded or damaged in handing or installation they shall, after the necessary repairs have been made with material of the same type and color as the weather coating, be approved before installation All cut ends and edges, including those at openings through the sheets shall be sealed completely Correct defects or errors in the materials in an approved manner Remove materials which cannot be corrected in an approved manner and provide non defective materials. Provide molded closure strips where indicated and whenever sheets terminate with open ends after installation WALL SHEETS Apply sheets with the configurations in a horizontal position. Provide sheets in the longest obtainable lengths, with end laps occurring only at structural members. Accomplish the placement of closure strips flashing and sealing material in an approved manner that will assure complete weathertightness Flashing will not be required where approved 'self flashing' sheets or panels are used Minimum end laps for all types of sheets shall be 4 inches and shall occur only over girts. Minimum side laps shall be one corrugation or one configuration FLASHINGS All flashing and related closures and accessories in connection with the preformed metal panels shall be provided as necessary to provide a watertight installation Details of installation which are not indicated shall be accordance with the panel manufacturer's printed instructions and details. Installation shall allow for expansion and contraction of flashing. FASTENERS Fastener spacing shall be in accordance with the manufacturer's recommendations and as necessary to withstand the design loads indicated. Install fasteners in valleys or crowns as recommended by the manufacturer of the sheet being used Install fasteners in straight lines within a tolerance of in the length of a bay Drive exposed penetrating type fasteners normal to the surface and to.a uniform depth to seat gasketed washers properly and drive so as not to damage factory- applied coating. Remove metal shavings and filings from roofs and completion to prevent rusting and discoloration of sheets. Where possible steel shall be 90% recycled content. LEED REQUIREMENTS' Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION 07 46 19 -2 SECTION 07 50 00 MEMBRANE ROOFING GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Provide all Membrane Roofing Work complete and in place, as shown on the Drawings, and as specified herein. WARRANTY In addition to the requirements of the General Conditions and Section 01 00 00 General Requirements, deliver to the Architect for transfer to Owner prior to final payment for the Work, a written warranty signed by both Contractor and installing subcontractor agreeing to maintain all roofing and flashing materials in a watertight condition for at least two years from the date of completion of the Work, at no cost to Owner Further warranty that all workmanship and materials of the total roof assembly are as specified and as recommended by the manufacturer REFERENCE STANDARDS Have all Work done by applicators approved by the manufacturers of the materials applied. Install materials in strict accordance with manufacturer's recommendations. INSPECTIONS Make all necessary notifications and secure all required inspections by manufacturer of the approved materials to facilitate issuance of the specified guarantee. Examine all areas and conditions under which the Work of this Section will be installed. Correct any conditions detrimental to the completion of the Work. Do not proceed until unsatisfactory conditions have been corrected. Starting work will be construed as acceptance of all sub surfaces and holds Contractor responsible for any corrections the Architect may require. MATERIALS HANDLING Deliver all packaged materials to the site in their original unopened containers with all labels intact and legible at time of inspection. Store all materials in such manner as to protect them from damage, wetness, contact with earth and exposure to the elements. Materials designated for a specific application shall be the products of a single manufacturer COORDINATION Work closely with Sheet Metal Contractors as well as any other adjacent trades. Whenever the watertightness of the roofing work is dependent on the Work of other trades, supervise the finished installation. PREPARATION Verify that all sub surfaces are smooth, dry clean and free from sharp projections and depressions, graded to outlets, and that all metal fittings are in place prior to start of roofing installation. WEATHER. No roofing operations are to be conducted when water in any form is present on the deck or when materials are damp wet or certain to be wetted by the elements. CONSTRUCTION TRAFFIC Roofer and General Contractor shall protect materials and take precautions to prevent other trades damaging roof during and after installation. Repair any torn or punctured materials before roofing over Use runways over materials in place. WATERSTOPPING At the end of each day's Work, the Work performed during that day shall be sealed at the edges and well covered to prevent moisture getting under the material. CLEAN -UP Per General Conditions and Section 01 00 00 General Requirements. MEMBRANE ROOFING Mechanically attach Stevens EP thermoplastic polyolefin 60 mil thickness, Energy Efficient, white color single ply system as manufactured by Stevens Roofing Systems. Materials shall meet manufacturer's recommendations. Provide manufacturer's 15 -year system warranty covering all systems components including, but not limited to roofing and flashings for the guarantee period Guarantee shall provide unlimited liability for labor and materials necessary to maintain the roof and flashings in watertight condition for the guarantee period 07 50 00 -1 APPLICATION: Applicator shall be authorized by the manufacturer and shall apply roofing in strict accordance with manufacturer's recommendations. and details. Assemblies at counter fiashings, drains, etc. shall be installed per roofing manufacturer's printed specifications for best method for each detail and condition. Apply over substrate approved by manufacturer SKYLIGHT AND EXISTING ROOF TIE -IN ROOFING Enka Mat on Protecto Wrap Safe Seal System #6640 roofing underlayment. LEED REQUIREMENTS: Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 07 50 00 -2 SECTION 07 60 00 FLASHING AND SHEET METAL GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Provide all Sheet Metal Work and flashing as shown on the Drawings as specified herein and as required to make the outer building watertight. WARRANTY Per General Conditions and Section 01 0000 General Requirements, furnish written warranty countersigned by Contractor and installing subcontractor that all sheet metal Work is unconditionally warranteed to be watertight and free of defects and faulty workmanship for a period of two years from date of completion of the Work. REFERENCE STANDARDS In addition to complying with all pertinent codes and regulations, comply with all applicable recommendations of the Architectural Sheet Metal Manual of the Sheet Metal and Air Conditioning Contractors National Association. COORDINATION Coordinate and cooperate with any other trades whose Work relates in any way to sheet metal, especially roofing work; make sheet metal and roofing a weathertight and watertight assembly INSPECTION Examine all subsurfaces to receive Work. Report in writing to General Contractor with .a copy to Architect, any conditions detrimental to Work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Contractor responsible for any corrections Architect may require. Starting Work will be construed as acceptance of all subsurfaces. MATERIALS HANDLING Use all means necessary to protect materials of this Section before, during and after installation In the event of damage immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner WORKMANSHIP Form all sheet metal accurately and to dimensions and shapes required, finishing all molded and broken surfaces with true, sharp, straight lines and angles Where intercepting other members, cope to an accurate fit, soldering securely 1 Unless otherwise specifically permitted by the Architect, turn all exposed edges back one half inch Form bends to 1/16' inside radius. 2. Verify all Drawing dimensions by taking field measurements and assume responsibility for such measurements. 3 Fabricate form and install all sheet metal so as to adequately provide for expansion and contraction in the finished Work. Finish watertight and weathertight. 4 Make all lock seams flat and true to line Lap seams according to pitch but in no case less than 3' Make all flap and lap seams in direction of flow 5 Join parts with rivets or sheet metal screws where necessary for strength or stiffness. Provide watertight expansion joints for all runs of more than 40' except where closer spacing is indicated on the Drawings or required for correct installation. 6 Whenever possible, secure metal by means of clips or cleats without nailing through metal. In general, space all required nails, rivets and screws not more than 3' apart and where exposed to weather use lead washers. For nailing into wood, use barbed roofing nails 1 long by 11 gauge. For nailing into concrete use drilled plugholes and plugs. 0760,00-1 ELECTROLYTIC PROTECTION Wherever- metals•of different galvanic range are to be in contact, provide industry- approved separation by bituminous paint coats, bitumen saturated felts, or tinning, as applicable and approved CLEANING AND CLEAN -UP Clean all metal surfaces, whether exposed or concealed after installation. Carefully remove grease and oil with solvent and wipe clean Clean -up per the requirements of the General Conditions. MATERIALS GALVANIZED SHEET STEEL. Conforming to ASTM A' 526 or. A 527 G 90 coating galvanized material with tight spangle of locked forming quality 24 gauge with grey to match steel color baked on enamel coating. FASTENINGS Nails, bolts and nuts power driven fasteners, screws, washers, etc. must be hot dip galvanized or stainless steel. SHEET LEAD 2'/ pound. ROOF FLASHING All roof flashing and counter flashings shall be of gauges noted or hereinbefore specified and of shapes and sizes shown. Flashings and counter flashings.shall be installed at the junction of roofs with vertical surfaces and at all points as shown or necessary to make work watertight. Counter flashing will be installed as roofing work is done. Counter flashing shall extend down to the intersection of roofing with the wall and shall be lapped well at joints and around corners. Joints shall be flat locked and riveted. All flashing details shall meet the standards and recommendations of the roofing manufacturer Color shall match steel color DOOR AND WINDOW HEAD FLASHING Provide flashing at all door and window heads. GUTTERS AND DOWNSPOUTS Gutters and downspouts shall be profile and shape as shown on the Drawings; continuous galvanized steel, minimum 26 gauge; manufacturer finish and color shall match steel color Attach to fascia at minimum four foot intervals. Connect to existing tightline. INSTALLATION Provide 1 wide strap ties at 36' o c. no exposed fasteners, same material and color as downspouts. Install to provide ample support and proper drainage. Provide movement slip joints on downspouts. Protect building surfaces from damage from hanger and strap connectors Provide screens, strainers and covers, to prevent debris from accumulating in drains. Keep downspouts separated from wall surfaces to avoid staining and corrosion. Clean the work area and remove all scrap and excess materials from the site. Leave drains clean, and free of debris Repair or replace defective work as directed by the Architect. Steel flashing shall be 90% recycled content. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION SECTION 07 71 00 ROOF ACCESSORIES GENERAL Conditions of the Contract and Division 1 apply to this Section. SCOPE. Provide all skylights, complete in place, as shown on the Drawings and as specified herein. MATERIALS HANDLING Provide all means necessary to protect the materials of this Section before, during and after installation. In the event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner WARRANTY Per General Conditions and Section 01 00 00, General Requirements and with glazing manufacturer's warranty as provided. INSPECTION Examine all surfaces to receive the Work and report in writing to Architect any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Contractor responsible for any corrections Architect may require. Commencement of Work will be construed as acceptance of sub surfaces. MATERIALS: Rectangular skylights by Kawneer 2000 series, complete with double glazing, tempered outer lite, translucent laminated inner lite, Low E units PPG Solarban 60(2). Install in strict accordance with manufacturer's recommendations. INSTALLATION: Prepare all curbs in conformance with the details and in strict accordance with manufacturer's instructions. Install Skylights at locations shown on the Drawings. Sealants and accessories shall be provided and installed as necessary to insure a watertight job. CLEANING: In addition to provisions of Division 1 and prior to acceptance of the Work, thoroughly clean all skylights and remove all labels, paint spots, putty and all defacements. Replace any scratched, defective or broken glazing caused by installations at no cost to Owner LEED REQUIREMENTS: Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources' credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 07 71 00 -1 REFERENCES 3. NFPA 101 Life Safety Code. QUALITY ASSURANCE SECTION 07 84 00 FIRESTOPPING AND SMOKE SEALS GENERAL. Condition of the Contract and Division 1 apply to this Section. SCOPE. Provide firestopping as required and as indicated on the Drawings. Provide firestopping as specified in Mechanical and /or Electrical Specifications or as noted on Mechanical and /or Electrical Drawings. Provide firestopping which shall meet all applicable codes. 1 Underwriters Laboratories (UL) of Northbrook, IL runs ASTM E814 under their designation of UL 1479 and publishes the results in their Fire Resistance Directory that is updated annually UL tests that meet the requirements of ULC -S115 are given a cUL listing and are published by UL in their "Products Certified for Canada (cUL) Directory 2. TEST REQUIREMENTS UL 2079 "Tests for Resistance of Building Joint Systems" (July 1998 This test requirement provides more guidelines for testing moving joints than that given in ULC -S115 UL tests that meet the requirements of ULC -S115 are given a cUL listing and are published by UL in their "Products Certified for Canada (cUL) Directory 1 Firestop System installation must meet requirements of UL 2079 tested assemblies that provide a fire rating as shown. 2. Firestop Systems do not reestablish the structural integrity of load bearing partitions /assemblies, or support live Toads and traffic. Installer shall consult the structural engineer prior to penetrating any load bearing assembly 3. For those firestop applications that exist for which no UL tested system is available through a manufacturer a manufacturer's engineering judgment derived from similar UL system designs or other tests will be submitted to local authorities having jurisdiction for their review and approval prior to installation. Engineer judgment drawings must follow requirements set forth by the International Firestop Council (September 7 1994 as may be amended from time to time). 4 Firestopping shall be designed to meet or exceed the requirements of the IBC SUBMITTALS Submit manufacturer's product data for materials and prefabricated devices, providing descriptions are sufficient for identification at job site Include manufacturer's printed instructions for installation and maintenance. LEED REQUIREMENTS Compliance with applicable LEED requirements as outlined in Section 01 02 00 is mandatory including compliance with allowable VOC levels for all on -site applied adhesives, sealants, paints and other coatings as outlined in the LEED reference documents. QUALITY ASSURANCE. Engage an experienced Installer who is certified, licensed, or otherwise qualified by the firestopping manufacturer as having the necessary experience, staff and training to install manufacture's products per specified requirements. MAINTENANCE. Submit maintenance material consisting of a minimum of four (4) unopened containers or packages of each product used. 07 84 00 -1 PRODUCTS MATERIALS 1 Fire stopping and smoke seal systems: in accordance with ULC -S115 Asbestos -free materials and systems capable of maintaining an effective barrier against flame, smoke and gases in compliance with requirements of ULC -S115 and not to exceed opening sizes for which they are intended. Firestop system rating* assemblies are to have ratings as noted and as indicated on the drawings. 2. Service penetration assemblies. certified in accordance with ULC -S115 3 Fire- resistance rating of installed fire stopping assembly not less than the fire- resistance rating of surrounding floor and wall assembly 4 Fire stopping and smoke seals at openings intended for ease of re -entry such as cables. elastomeric seal; do not use cementitious or rigid seal at such locations. 5 Fire stopping and smoke seals at openings around penetrations for pipes, ductwork and other mechanical items requiring sound and vibration control: elastomeric seal; do not use a cementitious or rigid seal at such locations. 6 Primers. to manufacturer's recommendation for specific material, substrate, and end use. 7 Water (if applicable) potable, clean and free from injurious amounts of deleterious substances. 8 Damming and backup materials, supports and anchoring devices: to manufacturer's recommendations, and in accordance with tested assembly being installed as acceptable to authorities having jurisdiction 9 Sealants or caulking materials used for openings between structurally separate sections of wall and floors must provide dynamic movement capacity 10 For penetrations through a Fire Separation wall provide a firestop system with a 'F' Rating as determined by UL or Warnock Hersey as indicated below in accordance with Table 3 1 8 4 of the VBBL. Fire Resistance Rating Required UL "F" Rating of Firestopping of Separation Assembly 45 minutes 45 minutes 1 hour 45 minutes 1 5 hours 1 hour 2 hours 1 5 hours 3 hours 2 hours 4 hours 3 hours 11 For combustible pipe penetrations through a Fire Separation provide a firestop system with a "F" Rating as determined by UL which is equal to the fire' resistance rating of the construction being penetrated. 12. For penetrations through a Fire Wall or horizontal Fire Separation provide a firestop system with a "FT' Rating as determined by ULC or cUL which is equal to the fire resistance rating of the construction being penetrated. 07 84 00 -2 INSTALLATION MANUFACTURERS Subject to compliance with through penetration firestop systems and joint systems listed in the U.L. Fire Resistance Directory Volume III or UL Products. Manufactures should have Fire Protection Specialists in their staff capable of providing technical support at job site such as: contractor certification and firestop systems selection. 1 Examine sizes and conditions of voids to be filled to establish correct thicknesses and installation of materials. Ensure that substrates and surfaces are clean, dry and frost free. 2. Prepare surfaces in contact with fire stopping materials and smoke seals to manufacturer's instructions. 3 Maintain insulation around pipes and ducts penetrating fire separation without interruption to vapour barrier 4 Mask where necessary to avoid spillage and over coating onto adjoining surfaces; remove stains on adjacent surfaces. 5 Install fire stopping and smoke seal material and components in accordance with ULC certification and manufacturer's instructions. Seal holes or voids made by through penetrations, poke- through termination devices, and unpenetrated openings or joints to ensure continuity and integrity of fire separation are maintained. This requirement applies to both new and existing structures. 7 Provide temporary forming as required and remove forming only after materials have gained sufficient strength and after initial curing. 8 Tool or trowel exposed surfaces to a neat finish. 9 Remove excess compound promptly as work progresses and upon completion. 10 All exposed firestopping to be covered with sealant. FIELD QUALITY CONTROL 1 Examine sealed penetration areas to ensure proper installation before concealing or enclosing areas. 2. Keep areas of work accessible until inspection by applicable code authorities. 3 Perform under this section patching and repairing of firestopping caused by cutting or penetrating of existing firestop systems already installed by other trades. INSPECTION Notify Architect when ready for inspection and prior to concealing or enclosing firestopping materials and service penetration assemblies. SCHEDULE. Only tested firestop systems shall be used in specific locations as follows: 1 Penetrations for the passage of duct, cable, cable tray conduit, piping electrical busways and raceways through fire -rated vertical barriers (walls and partitions) horizontal barriers (floor /ceiling assemblies) and vertical service shaft walls and partitions. 2. Safing slot gaps between edge of floor slabs and curtain walls. 3 Openings between structurally separate sections of wall or floors. 07 84 00 -3 4 Gaps between the top of walls and ceilings or roof assemblies. 5 Openings around structural members which penetrate floors or walls. 6 Between curtainwall and floor slab. CLEAN UP Remove excess materials and debris and clean adjacent surfaces immediately after application Remove temporary dams after initial set of fire stopping and smoke seal materials. COMMISSIONING At the time of building commissioning provide a comprehensive seminar to maintenance and electrical staff on the purpose and nature of the firestop systems used. Include a "hands -on" session on re -entry re- sealing and all safety aspects of firestops END OF SECTION 07 84 00 -4 SECTION 07 90 00 JOINT PROTECTION GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE Throughout the Work, caulk and seal all joints shown on the Drawings and elsewhere as required to provide a positive barrier against passage of air and moisture and as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements, furnish written warranty signed by applicating contractor or firm agreeing to make any repairs or replacements required because of faulty materials or workmanship at no additional cost to Owner for a period of two (2) years from date of completion of the Work. Exterior Work that does not remain weather tight and all Work which does not retain all properties inherent in the product will be considered faulty MATERIALS HANDLING Deliver all materials to job site in original unopened containers with all labels intact and legible at time of use. Store only under conditions recommended by the manufacturer Do not retain on job site any material which has exceeded shelf life recommended by manufacturer Use all means necessary to protect materials before during and after installation and to protect the Work and materials and all other trades In the event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner RELATED PRODUCTS Related items such as cleaners primers, back -up materials and sealants shall either be products of a single manufacturer or shall be certified by the sealant manufacturer as compatible with the sealant. INSPECTIONS Examine subsurfaces to receive Work and report in writing to Architect any conditions detrimental. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Contractor responsible for any corrections Architect may require. Commencement of Work will be construed as acceptance of all subsurfaces. COLORS Colors for each sealant installation shall be selected from standard colors normally available from the specified manufacturers to match as closely as possible to those of adjacent surfaces. PREPARATION Clean and prepare surfaces to which sealant is to be applied per manufacturer's recommendations Scrape and wire brush any concrete tile, or similar surface as required. Blast, scrape or wire brush any steel surfaces Clean any aluminum surfaces of protective coating, dirt, oil and /or grease Use cleaning solvents as recommended by surface manufacturer PRIMING Use only primer recommended by manufacturer of sealant for the particular installation Apply primer in strict accordance with manufacturer's recommendations. BACK -UP MATERIAL INSTALLATION Where back -up material is required use only material recommended by manufacturer of sealant and approved by Architect for the particular installation compressing backup material twenty five percent (25 to fifty percent (50 for a positive and secure fit. When using back -up tube or rod stock, avoid lengthwise stretching of material. Do not twist or braid hose or rod backup stock. SEALANT INSTALLATION Clean and prepare work surfaces strictly as instructed by the sealant manufacturer Clean mortar or other debris from movement joints prior to application of backing and sealant. Prior to start of installation in each joint, verify joint type according to Details in the Drawings and verify that the required proportion of width of joint to depth of joint has been secured. Apply sealant under pressure with hand or power- actuated gun or other appropriate means Guns shall have nozzle of proper size and provide sufficient pressure to completely fill joints as designed Thoroughly and completely mask all joints where the appearance of sealant on adjacent surfaces would be objectionable 07 90 00 -1 Install sealant in strict accordance with manufacturer's recommendations thoroughly filling all joints to the recommended depth. Tool all joints to minimum. profile CLEAN-UP Remove masking tape immediately after joints have been tooled Clean adjacent surfaces free from sealant as the installation progresses Use solvent or cleaning agent as recommended by sealant manufacturer SEALANTS SIKA -FLEX la by Sika Corporation one part polyurethane or as approved by the Architect. Install according to manufacturer's recommendations including use of primer and bond breakers. Install appropriate back -up material where indicated on the Drawings and as required to insure a weather tight job PROTECTION. Protect joint sealants during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If despite such protection damage or deterioration occurs cut out and remove damaged or deteriorated joint sealants immediately so that installations with repaired areas are indistinguishable from original work. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED Materials and Resources credit. Documentation including project cut sheets literature letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to LEED Champion. END OF SECTION SECTION 07 90 01 SELF ADHESIVE AIRNAPOR BARRIERS GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Apply self adhesive membrane flashing at openings of curtain walls, transitions, and penetrations where applicable and at other locations as noted on drawings. Self- adhesive membrane (AirNapour Barrier) to walls where noted. QUALITY ASSURANCE. Perform work in accordance with good construction practices and in accordance with manufacturer's recommendation, meeting applicable-codes and standard requirements. Applicator Qualifications: Company specializing in performing the work of this section (with minimum one year documented experience) approved by materials manufacturers. LEED REQUIREMENTS' Compliance with applicable LEED requirements as outlined in Section 01 02 01 is mandatory including compliance with allowable VOC levels for all on -site applied adhesives sealants, paints and other coatings as outlined in the LEED reference documents. MOCKUP Provide a mock -up incorporating a portion of wall and curtain wall for review by the Architect. Approved mock -up may be used as part of the completed building. ENVIRONMENTAL REQUIREMENTS Do not apply membrane flashing when ambient temperatures are below 10 °C•for 24 hours before application. For applications below 10 °c follow manufacturer's recommendations. Ensure surfaces are dry prior to application COORDINATION 1 Coordinate the work of this section with all sections referencing this section. 2. Sequence work to permit installation of materials in conjunction with related materials and seals. 3. Do not allow membrane to be exposed longer than 3 weeks. 4 Refer also to window sequencing drawings and other building envelope related details. 5 Sequence the installation of all work such that all materials overlap shingle style to drain water away from the building envelope. PRODUCT DELIVERY STORAGE AND HANDLING 1 Store rolls of self adhesive membrane flashing and building paper on end on a pallet or other clean dry surface. 2. Store in a dry location with a minimum temperature of 10 °c. 3 Keep rolls in their original packaging and remove only when ready for installation. PRODUCTS MEMBRANE MATERIALS Self- adhesive Membrane Flashings and AirNapour Barrier To CAN /CGSB -37 56M. Acceptable Product: Sopraseal Stick 1100 as manufactured by Soprema or approved substitution. PRIMERS' As recommended by membrane manufacturer 07 90 01 -1 INSTALLATION EXAMINATION: Verify that surfaces and conditions are ready to accept the work of this section. SURFACE PREPARATION 1 Apply primer as recommended for all substrates to ensure positive membrane adhesion. 2 Clean and prepare surfaces to receive self adhesive membrane flashing in accordance with manufacturer's instructions. Surfaces are to be clean, dry and free of foreign matter 3 If primer is not covered by membrane within 12 hours, re -prime surfaces. 4 Attach to new TPO roofing materials in accordance with membrane manufacturer's recommendation and as detailed. SELF ADHESIVE MEMBRANE APPLICATION 1 Apply self- adhesive membrane to walls, at openings, and to other miscellaneous locations as noted on drawings. 2. Apply the membrane to primed substrate in strict accordance with manufacturer's instructions and as detailed. 3 Apply membrane generally shingled, so that jambs overlap sills, etc. Do not reverse lap membrane to itself or to other materials. 4 Where not detailed provide sheet metal backing for all joints exceeding 25 mm (1 inch) in width. 5 All side and end laps are over lapped as per manufacturer's recommendations. Vertical joints are staggered. 6. Roll out sheets. Minimize wrinkles and bubbles by use of a roller 7 Seal items protruding to or penetrating through sheet material. 8 Seal vertical joints, joints on surfaces sloped Tess than 20 degrees, and horizontal joints with exposed leading edge with mastic. 9 Repair holes and tears in membrane with appropriate membrane material. Overlap repair over affected surface area by at least 100 mm (4 inches) Seal repair membrane around edges with mastic. 10 Install membrane carefully around openings in wall (windows, doors, etc.) in a manner to prevent any leak at these areas (refer to drawings and details) Install membrane to create a continuous seal at construction elements such as foundations, roofs and walls, and at junctures of different materials or construction types. 11 Install membrane as soon as practicable after sheathing installation. 12. When membrane is interrupted for wall penetrations etc, it must be sealed horizontally above and below the projection 13. Seal around entire perimeter of mechanical penetrations using rubber gaskets or peel and stick strips. 14 Contact Consultant for review before concealing membrane application. 07 90 01 -2 PROTECTION Protect air /vapor barrier membranes from excessively high temperatures. END OF SECTION*** 07 90 01-3 SECTION 08 11 00 METAL DOORS GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Provide all Metal Doors complete in place as shown on the Drawings and as specified herein WARRANTY Per General Conditions and Section 01 00 00 General Requirements GENERAL REQUIREMENTS All metal doors specified herein shall be provided by one manufacturer All doors shall be manufactured in strict accordance with Steel Door Institute SDI -100 SUBMITTALS Comply with provisions of General Conditions and General Requirements Within twenty (20) calendar days of Contract award submit: 1 Shop Drawings showing elevations of each door design type details of construction and installation, 2. A complete materials list of items proposed for the Work of this Section, 3 Manufacturer's specifications and other data as necessary to demonstrate compliance with the specified requirements, and 4 Manufacturer's recommended installation procedures. MATERIALS HANDLING Use all means necessary to protect materials before, during and after installation and protect installed work of all other trades In the event of damage immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner FABRICATION 1 Provide doors that are straight, free of defects and blemishes and have correct finish material thickness. Doors will be complete with reinforcing and backing plates 2. Fabricate doors to sizes shown provide necessary clearances and bevels to permit operation without binding and to accommodate thresholds where required 3 Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier Comply with applicable requirements of SDI 107 and ANSI A115 Series specifications for door and frame preparation for hardware Coordinate doors with concealed vertical rod devices as specified in Section 08 70 00 Verify that factory preparation and pre- fitting follow required hardware templates. 4 Reinforce doors and frames to receive surface applied hardware Drilling and tapping for surface applied hardware may be done at Project site Reinforce all butt cutouts with minimum 3/16 inch thick steel plate, drilled tapped and welded in place 5 Fabricate exposed faces of doors from cold rolled steel only 6 Clean thoroughly fill joints smooth and prime with factory baked -on neutral gray rust inhibiting paint, Zinc -dust, zinc oxcide primer paint complying with performance requirements of FS -TT -P -641 Type II 08 11 00 -1 7 Locate hardware as indicated on Shop Drawings or if not indicated according to the Door and Hardware Institute's (DHI) Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames. 8 Glazing Stops Minimum 0 0359' (0 9 -mm thick steel or 0 040' (1 -mm thick aluminum Provide non removable stops on outside of exterior doors for glass, louvers, and other panels in doors Provide screw applied removable glazing beads on inside of glass, louvers and other panels in doors. CERTIFICATION AND LABELING For all doors furnish manufacturer's label assuring compliance with specifications on label edge of each door with SDI label attesting conformance with specifications For labeled fire doors furnish U L. Inc. label on each door and frame of class scheduled and required for the opening INSTALLATION All metal doors specified herein shall be installed under the requirements of this Section Hang doors accurately with clearances shown and adjust for tolerance. Otherwise, install metal doors and accessories as per manufacturer's data. Installation shall comply with provisions of S D 1 100 Place fire rated doors with clearances as specified to NFPA Standard No 80 ADJUSTMENT AND CLEANING Check and adjust operating finish hardware items in hollow metal doors just prior to final inspection Leave Work in complete and operable condition Remove and replace defective Work, such as warped, bowed or otherwise damaged doors. Immediately after installation sand smooth all rusted or damaged areas of prime coat and apply touch -up of compatible air -drying primer DOORS Provide Ceco steel doors, Imperial Series insulated doors at exterior doors as sown on the Drawings, 18 gauge or equal as approved by the Architect, size as indicated on the Drawings. Doors shall be full flush Style 'F' Provide manufacturer's standard reinforcement for hardware including closers Attach appropriate label to comply with Fire rating of doors. All steel used for hollow metal doors shall be 90% recycled content. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED Materials and Resources" credit. Documentation including project cut sheets literature letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 08 11 00 -2 SECTION 08 11 01 METAL FRAMES GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Provide all Metal Frames complete in place as shown on the Drawings and as specified herein WARRANTY Per General Conditions and Section 01 00 00 General Requirements All metal frames specified herein shall be provided by one manufacturer and shall meet the requirements of the Steel Door Institute SDI -100 SU BMITTALS Comply with the provisions of the General Conditions and Section 01 00 00 General Requirements Within twenty (20) calendar days of Contract award submit: 1 Shop Drawings showing details of each frame type, all openings and details of construction anchorage and installation and 2. Manufacturer's recommended installation procedures and specifications. MATERIALS HANDLING Protect materials before, during and after installation and protect adjacent work of other trades In the event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner FABRICATION Fabricate frames moldings reinforcements from either cold rolled or hot rolled steel (at manufacturer's option) Fabricate any exterior frames from galvanized steel, including anchors and hardware reinforcing Frames shall be welded unit construction in sections as large as practical with field joints only at approved locations. Frames shall be 16 gauge unless otherwise indicated on the Drawings Factory joints shall be continuously welded full length including returns, faces and integral stops. Any field joints shall fit to hairline joint over internal sleeve matching section profile Verify opening sizes exact wall materials and partition thicknesses prior to frame fabrication Fabricate work to provide the following maximum clearances between doors and side and head jamb members at meeting edges of pairs and doors maximum between door and floor 3/16' between door and threshold or saddle or as required for weather stripping at threshold. Provide jamb anchors spaced 30 -in maximum for wall attachment, welded into frame 3 anchors per jamb minimum Make cutouts for required hardware specified under Section Finish Hardware from templates furnished thereunder Reinforce butt cutouts with minimum 3/16' thick steel plate drilled and tapped and welded in place. Reinforce for lock strike and closer Provide strike stops of frames with holes for 3 rubber door silencers, on any double door frames, provide with 2 silencers per door at head Provide angle spreader for frames during shipping handling and installation Clean thoroughly and paint with one shop coat of neutral gray rust inhibitive primer Zinc -dust, zinc oxcide primer paint complying with performance requirements of FS TT -P -641 Type II Paint back surfaces of frames with heavy- bodied bituminous paint. INSTALLATION Mount frames prior to wall construction wherever practical to do so Install frames plumb, level and rigidly secure in place Wherever surface mounting is indicated, plug countersunk anchors with metallic filler finished smooth and flush with frame surface. Leave doors operating freely and without rattle when closed Hang doors straight, plumb smooth in opening and closing Final door mounts shall be square smooth operating and plumb when doors are closed partially open and fully open. 08 11 01 1 Do not allow door swings to conflict with electrical switches or outlets, wall guards or rails. Final door mounts shall be square smooth operating, and plumb when doors are closed partially open, and fully open. TOUCH -UP' Immediately after erection sand smooth all rusted or damaged areas of prime coat and apply touch -up of compatible air -drying primer FRAMES Provide Ceco Door Products Division of United Dominion Industries, 16 gauge, hollow metal frames at exterior doors size and configuration as indicated on the Drawings All steel in hollow metal frames shall be 90% recycled content. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED Materials and Resources credit. Documentation including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION SECTION 08 14 00 WOOD DOORS AND FRAMES GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Furnish and deliver to the site all Wood Doors and Frames indicated on the Drawings specified herein or required for the completed installation WARRANTY Per General Conditions and Section 01 00 00 General Requirements. REFERENCE STANDARDS All wood doors shall bear the National Woodwork Manufacturer's Association seal of approval and the I S 1 stamp Any fire doors shall also bear the UL label for the designated rating Comply with standards of the Architectural Woodwork Institute for the grades specified MATERIALS HANDLING Protect the materials of this Section during transit, storage, and handling to prevent deterioration, damage, soiling Package each door at the factory in a separate heavy paper -type carton. Mark each carton for location to correspond with opening number on the Drawings. In the event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner DELIVERY Deliver all doors to the site in such manner as to permit orderly progress of the total Work. INSTALLATION Mount frames and doors plumb straight, and securely braced Mounting tolerances shall be bottom clearance, 1 /2 maximum top clearance maximum lock and hinge edge, bevel at'/ in 2' maximum Hang doors straight, plumb smooth in opening and closing Provide clearances below doors as necessary to allow for thresholds, weather stripping etc. Undercut doors as shown on Door Schedule Do not cut fire -rated doors so as to negate fire rating Seal or re -seal doors whenever they are cut. Seal, stain or paint exterior doors before or immediately after installing them Install fastenings and hardware as per Hardware Schedule and instructions of manufacturer Prepare doors and frames to receive hardware according to final door hardware schedule and templates provided by hardware supplier MATERIALS Provide doors that are straight, free of defects and blemishes, and that have correct finish material thickness Verify that factory preparation and prefitting follow required hardware templates Provide door glazing with stops as required and labeled safety glass. Provide fire -rated doors that comply with all building code and fire code requirements. Frames as indicated on the Drawings shall be included as part of door assembly Frames shall be hemlock wood species, profile as indicated in the Drawings. SOLID CORE FLUSH INTERIOR DOORS Architectural Solid Core Doors #520S with FSC core and #600XR lead lined door at Radiology 101 by Vancouver Door Inc. (800) 999 -3667 See Appendix A, Radiation Shielding Design for lead requirements All doors shall be Maple Veneer quarter cut, book matched 1 thick. At doors indicated with vision panels, glazing shall be tempered glass Glazing stops shall be #VS -220 See the Drawings for lead lining requirement, INSPECTION REPAIR, AND TOUCH -UP After installation inspect all doors and frames to find and repair damaged surfaces. Repair or replace any damaged materials or improperly hung doors as directed by the Architect. Repair or replace any other materials damaged during installation Any costs for replacing doors for non compliance will be paid by the Contractor Final door mounts shall be square smooth operating and plumb when doors are closed partially open and fully open All new doors shall be made without formaldehyde adhesive. 08 14 00 -1 LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED Materials and Resources credit. Documentation including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION SECTION 08 41 00 GLAZED ALUMINUM CURTAIN WALLS AND DOORS GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Provide all curtain walls and doors and frames complete and in place as shown on the Drawings and specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements, provide the Owner with a warranty to replace defective work. Defective work includes but is not limited to failure of or difficulty in operation of movable components air infiltration and defective finish. Time limit of the warranty is two (2) years from the Date of Substantial Completion, with manufacturer's welded corner lifetime warranty GENERAL REQUIREMENTS All storefront doors frames and windows specified herein shall be provided by one manufacturer SUBMITTALS Comply with the provisions of the General Conditions and General Requirements. Within 20 calendar days of Contract award submit: 1 Shop Drawings stamped and signed by a Professional Engineer showing elevations of each door design type, details of construction and installation and compliance with structural wind loading requirements 2. Complete materials list of items proposed for the Work of this Section, 3 Manufacturer's specifications and other data as necessary to demonstrate compliance with the specified requirements and 4 Manufacturer's recommended installation procedures 5 Certified test reports stamped and signed by a Professional Engineer showing compliance with specified performance characteristics MATERIALS HANDLING Use all means necessary to protect materials before, during and after installation and protect installed work of all other trades In the event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner CURTAIN WALL SYSTEM PERFORMANCE REQUIREMENTS 1 Wind Loads Provide Curtain Wall system Include anchorage, capable of withstanding wind load design pressures as per ASCE7 -05 exposure D 105 m p h 2. Air Infiltration The test specimen shall be tested in accordance with ASTM E 283 Air infiltration rate shall not exceed 0 06 cfm /ft (0 3 Us m at a static air pressure differential of 6.24 psf (300 Pa) 3 Water Resistance (Static) The test specimen shall be tested in accordance with ASTM E331 There shall be no leakage at a static air pressure differential of 10 psf (479 Pa) as defined in AAMA 501 4 Water Resistance (Dynamic) The test specimen shall be tested in accordance with AAMA 501 1 There shall be no leakage at an air pressure differential of 10 psf (479 Pa) as defined in AAMA 501 08 41 00 1 5 Structural Performance. Structural performance shall be based on Aluminum Association Specification for Aluminum Structures. There shall be no deflection in excess of L/175 of the span of any framing member at design load. 6 Thermal Transmittance (U- factor) When tested to AAMA Specification 1503 the thermal transmittance (U- factor) shall not be more than 0 40 (low -e) 7 Condensation Resistance (CRF) When tested to AAMA Specification 1503 the condensation resistance factor shall not be less than 68 frame and 67 glass (low -e), or Condensation Index (I) When tested to CSA- A440 -00 the Condensation Index shall not be Tess than Captured 57 frame and 60 glass (clear) QUALITY ASSURANCE The installer shall be an experienced installer (as determined by Contractor) to perform Work of this Section who has specialized in the installation of Work similar to that required for this project and who is acceptable to product manufacturer The manufacturer shall be capable of providing structural calculations applicable independent product test reports installation instructions a review of the application method, customer approval and periodic field service representation during construction MATERIALS ALUMINUM (CURTAIN WALL AND COMPONENTS) ACCESSORIES 1 Material Standard Extruded Aluminum ASTM B 221 6063 -T6 alloy and temper 2. Member Wall Thickness. Each framing member shall have a wall thickness sufficient to meet the specified structural requirements 3 Tolerances Reference to tolerances for wall thickness and other cross sectional dimensions of curtain wall members are nominal and in compliance with AA Aluminum Standards and Data. 1 Fasteners Where exposed shall be stainless steel. 2. Gaskets. Interior glazing gaskets shall comply with ASTM 0 864 and be extruded of a silicone compatible EPDM rubber that provides for silicone adhesion Exterior glazing gaskets shall be Tremco Visionstrip® 3 Perimeter Anchors. Aluminum When steel anchors are used provide insulation between steel material and aluminum material to prevent galvanic action 4 Thermal Barrier Thermal separator shall be extruded of a silicone compatible elastomer that provides for silicone adhesion. RELATED MATERIALS 1 Sealants. Refer to Joint Treatment (Sealants) Section 07 90 00 2. Glass Refer to Glass Glazing Section 08 81 00 3 Sealant at mullionless curtain wall: Structural Silicone, gray color FABRICATION Fabricate components per manufacturer's installation instructions and with minimum clearances and shim spacing around perimeter of assembly yet enabling installation and dynamic movement of perimeter seal. Accurately fit and secure joints and corners Make joints flush hairline and weatherproof Prepare components to receive anchor devices. Fabricate anchors. Arrange fasteners and attachments to conceal from view EXAMINATION: Verify substrate conditions (which have been previously installed under other sections) are acceptable for product installation in accordance with manufacturer's instructions. Verify openings are sized to receive curtain wall system and sill plate is level in accordance with manufacturer's acceptable tolerances. Verify actual measurements /openings by field measurements before fabrication. Show recorded measurements on shop drawings. Coordinate field measurements fabrication schedule with construction progress to avoid construction delays INSTALLATION. All items under this heading shall be set in correct locations as shown in the details and shall be level, square, plumb and at proper elevation and in alignment with other work in accordance with the manufacturer's installation instructions and approved shop drawings. All joints between entrance framing and the building structure shall be sealed in order to secure a watertight installation. Upon completion of the installation of the Panic Guard entrances, it shall be this Contractor's responsibility to make all necessary final adjustments to attain normal operation of each door and its mechanical hardware. 1 Install curtain wall systems plumb, level an true to line, without warp or rack of frames with manufacturer's prescribed tolerances and installation instructions. Provide support and anchor in place. 2. Dissimilar Materials Provide separation of aluminum materials from sources of corrosion or electrolytic action contact points. 3 Glazing: Glass shall be outside glazed and held in place with extruded aluminum pressure plates anchored to the mullion using stainless steel fasteners. 4 Water Drainage: Each light of glass shall be compartmentalized using joint plugs and silicone sealant to diver water to the horizontal weep locations. Weep holes shall be located in the horizontal pressure plates and covers to diver water to the exterior of the building. 5 Sealants. Refer to Joint Treatment (Sealants) Section 07 90 00 6 Glass: Refer to Glass Glazing Section 08 81 00 Reference ANSI Z97 1 CPSC 16 CFR 1201 and GANA Glazing Manual. 7' Sealant at mullionless curtain wall: in strict accordance with curtain wall and glass manufacturer's instructions and recommendations. FIELD QUALITY CONTROL. Architect shall select curtain wall units to be tested as soon as representative portion of the project has been installed glazed, perimeter caulked and cured. Conduct tests for air infiltration and water penetration with manufacturer's representative present. Tests not meeting specified performance requirements and units having deficiencies shall be corrected as part of the contract amount. Testing shall be performed per AAMA 503 by a qualified independent testing agency Refer to Testing Section 01 00 00 for payment of testing and testing requirements. 1 Air Infiltration Tests: Conduct tests in accordance with ASTM E 783 Allowable air infiltration shall not exceed 1 5 times the amount indicated in the performance requirements of 0 09 cfm /ft whichever is greater 2. Water Infiltration Tests. Conduct tests in accordance with ASTM 1105 No uncontrolled water leakage is permitted when tested at a static test pressure of two- thirds the specified water penetration pressure but not less than 8 psf (383 Pa). Contractor shall arrange a water infiltration test on the first window assembly If approved, installation shall commence on the remainder of the windows. After all windows have been installed, Architect will select another section of windows to be tested. The Contractor is responsible for any remedial work to ensure that all windows are water tight. Upon Owner's written request, provide periodic site visit by manufacturer's field service representative. 08 41 00 3 PROTECTION AND CLEANING Protect installed product's finish surfaces from damage during construction. Protect aluminum curtain wall system from damage from grinding and polishing compounds, plaster lime, acid, cement, or other harmful contaminants. Clean installed products in accordance with manufacturer's instructions prior to Owner's acceptance. Remove construction debris from project site and legally dispose of debris. ADJUSTMENT Check and adjust door operation just prior to final inspection. Leave Work in complete and operable condition. Remove and replace defective Work, such as warped, bowed or otherwise damaged doors. DOORS: Series 190 narrow stile doors sizes as indicated on the Drawings, color to match curtain walls. See Section 08 71 00 Finish Hardware, for hardware VENTILATORS' Ventilators shall be Kawneer Curtain Wall Glass Vent visually frameless ventilator with roto operation and screens, at locations shown on the Drawings. TRICKLE VENTS: Trickle vents shall be Kawneer #512 Ventrow at locations shown on the Drawings. SLIDING DOORS: Kawneer #AA 3900 Thermal Sliding Door See the Drawings for locations and details. CURTAIN WALL. Kawneer #1602 with slim 2' site lines and thermally broken frame two -sided and four sided. Types of Kawneer Aluminum Curtain Wall include: 1 1602 Wall 2' x 4- 15/16' (50.8 x 125 4) or 6 -1/16' (153.9), outside glazed pressure plate format, two -sided and four sided. 2. Kawneer Permanodic® AA- M12C22A31 AAMA 611 Architectural Class I Color Anodic Coating. Color clear GLAZING See Section 08 81 00 Glass Glazing. LEED REQUIREMENTS' Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the Consultant. END OF SECTION GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Provide all items of Finish Hardware for the Project as shown on the Drawings and as specified herein including appropriate fasteners and miscellaneous materials as required to complete the Work of the Section and provide proper installation Except as noted herein Finish Hardware items listed elsewhere in this specification shall not be a requirement of this Division. Where listed below Cylinders will be furnished under this Section for material provided under other Sections i.e. 08 41 00 WARRANTY Per General Conditions and Section 01 00 00 General Requirements. The Finish Hardware shall carry a limited warranty against defects in workmanship and operation for a period of one year from date of substantial completion Cylindrical Locks Door Closers Exit Devices Electrical Components A. Finish Hardware Schedule 7 years 10 years 5 years 1 year SECTION 08 71 00 FINISH HARDWARE SUBMITTALS Submit the following in accordance with the Conditions of the Contract and Division 1 Specification sections 1 At the earliest possible date after Notice to Proceed submit six (6) copies of the completely detailed hardware schedule. List hardware schedule for each door opening separately using a vertical format per the sample hardware set below Provide three (3) copies of catalog cuts for each item proposed for use on this project. Provide physical samples when requested by the architect. Door 101 HW1 One single door 101 corridor 100 from classroom 101 LHR 90 deg 3'0 x 7'Ox1% WxHM 3 ea Hinges BB179 US26D 4% x 4% 1 ea Lockset ML2051 LWA 630 SA114 M17 1 ea Closer DC2200 689 M54 M72 M74 1 ea Kickplate K0050 10 x 34 630 1 ea.Wall stop WC9X 626 3 ea Silencers 64 2 Promptly incorporate any corrections and changes in the reviewed submittal and return copies, quantity as required of the revised schedule to the contractor for his use and distribution 3 Acceptance of the hardware schedule does not relieve the supplier of responsibility for errors or omissions B Templates. Upon receipt of reviewed schedule supply templates or physical hardware to fabricator of factory prepared doors frames, and other work affected Upon request, check the associated shop drawings to confirm that adequate provisions are made for proper installations C Special Tools The contractor is to provide to the owner two sets of any special tools shipped with the finish hardware products required for maintenance and installation Deliver to owner at completion of work. 08 71 00 -1 D Operations and Maintenance Data: Submit required sets of maintenance manuals per Division 1 which shall include as -built Hardware Schedule catalog cuts, template lists with templates and warranty information. One additional copy shall either be delivered with the Permanent keys or given separately to the maintenance department at the completion of the construction period This copy shall contain parts data for exit devices, locksets closers and catalog cuts of all electrical products, including manufacturer's name. E. Keying Schedule: After receipt of the approved finish hardware schedule, the finish hardware supplier shall be responsible to arrange a meeting with the Architect and /or the Owner to determine the keying requirements for the project: This request shall be made through the contractor At this meeting the keying system shall be discussed and all lockset functions reviewed to insure they are functionally correct. At the same meeting the electrical operations and conditions affecting the access controls and other electronic operators and controls shall be reviewed and confirmed Four complete copies of the keying schedule and explanations of the operation of the electronic hardware shall be submitted to the contractor for distribution to the appropriate parties. This document should contain riser diagrams and point to point wiring diagrams to facilitate the correct installation of the material. QUALITY ASSURANCE A. Supplier Qualifications 1 A recognized distributor who has been furnishing hardware in the same area as the project for a period of not less than 5 years and has successfully completed projects similar in type and scope. The distributors' organization shall employ qualified Architectural Hardware Consultants and licensed locksmiths who are available at all reasonable times during the course of construction to meet with the owner architect or contractor for hardware or keying consultation. 2. The Hardware supplier shall be a factory direct authorized distributor of the material provided and shall maintain a stock and parts inventory of all standard items supplied on the project for future service to the owner B Fire rated Openings Provide listed door hardware at fire rated openings that complies with NFPA 80 and the requirements of the authority having jurisdiction. C Substitutions. To assure a uniformly high quality of materials for the project it is intended that only specified or approved items be furnished. Material by other manufacturers listed as acceptable may be submitted subject to the acceptance of the Architect that they are equal to the specified item in quality design, finish and function. Requests for substitutions should be addressed to the Architect under the provisions of the Supplementary Conditions. Requests will be accepted only from distributors qualified to bid on the project. Approvals will be in writing or by addenda. REFERENCE STANDARDS A. ANSI /NFPA NO 80 FIRE DOORS AND WINDOWS 1996 B ANSI /NFPA NO 101 LIFE SAFETY CODE 1994 C UL BUILDING MATERIALS LIST D Department of Justice Public Law 101 -336 Americans with Disabilities Act. E. ANSI /BHMA REFERENCE STANDARDS- 156.)o( ANSI 156 1 Butts and Hinges ANSI 156.2 Bored Locks and Latches ANSI 156 3 Exit Devices ANSI 156 4 Door Controls Closers 08 71 00 -2 DELIVERY STORAGE, AND HANDLING PRODUCTS ANSI 156.5 ANSI 156.6 ANSI 156 7 ANSI 156 8 ANSI 156 13 ANSI 156 14 ANSI 156.15 ANSI 156.16 ANSI 156.17 ANSI 156.18 A. Tag each item or package to clearly identify the item and its intended location. Package in containers clearly marked with hardware set number B Inventory hardware jointly with contractor and hardware supplier's representative until both parties are satisfied that the count is correct. A dry locked storage space shall be provided for the checking, sorting and storage of the hardware. ACCEPTABLE MANUFACTURERS Auxiliary Locks and Associated Products Architectural Door Trim Template Hinge Dimensions Door Controls Overhead Holders Mortise Locks and Latches Sliding and Folding Door Hardware Closer Holder Release Devices Auxiliary Hardware Self Closing Hinges and Pivots Materials and Finishes A. Provide products listed in the Hardware Schedule in sufficient quantities to complete the job requirements. Items by Alternate manufactures may be submitted subject to the acceptance of the architect that they meet the specified requirements. Requests for substitution must be made per the requirements of the Supplementary Conditions and will be accepted only from distributor firms. Butts Hinges Spring Hinges Pivots Specified McKinney Alternates None Specified Bommer Alternates None Specified Rixson Alternates Ives Cylindrical Locks Specified Corbin Russwin Alternate None Exit Devices Specified Corbin Russwin Alternates None Surface Closers Specified Corbin Russwin Alternates None Flat Goods Trim Specified Trimco Alternates None Thresholds Gasket Specified Pemko Alternates None Low Powered Operators Specified Record Alternates Kean Monroe Electrified Hardware Specified ACSI Alternates ACSI 08 71 00 -3 B Any Item occurring in the Hardware Schedule but not listed in this section shall be furnished as shown in the schedule unless otherwise approved by the Architect per the Supplementary Conditions HARDWARE FINISH A. Except as noted otherwise in the schedule, finishes of hardware materials are as follows. Butts Exteriors US32D Interiors US26D Locksets US26D Exit Devices US32D Closers 689 (Painted /Sprayed)) Push Pulls US32D Kickplates US32D Threshholds ALU Misc. Items US26D The designations used for the hardware finishes are those listed in ANSI /BHMA A156.18, "Materials and Finishes BUTTS A. Type: As scheduled B Size 3'0" wide and under 4 -1/2" x 4 -1/2" 3'1 wide and over 5" x 4 -1/2" Provide wide throw hinges where required due to trim applications or other conditions. C Quantity 3 each up to and including 90° in height. Add 1 additional hinge for every additional 30" or fraction thereof Dutch doors will have a minimum 2 pair of hinges. For unusual size or weight doors, fumish type, size, and quantity recommended by manufacturer D All exterior out swinging doors to have non removable pins (NRP set screw in barrel). LOCKSETS A. Design lever Armstrong AZD" B Backset: 2 C Locksets and latchsets shall be furnished with strikes having an sufficient strike lip to protect trim (Note: latch bolts require a minimum clearance for trim otherwise extended lip strikes must be furnished.) All lock sets to have curved lip strikes and dust proof strikes. D Cylindrical locks /levers shall be able to accept interchangeable 6 -pin Corbin Russwin cores. E. Type 1 Cylindrical Locksets. All cylindrical locksets and latchsets shall be the product of one manufacturer with function as indicated in the hardware groups. Locksets and latchsets shall be Grade 1 and shall be U.L. listed for use on fire doors. 08 71 00-4 KEYING A. All keyed cylinders shall be subject to a new Grand Master key system Key way for the new Grand Master key system shall be Corbin Russwin 59A1 B Furnish permanent cylinders that accept standard size Corbin Russwin interchangeable 6 -pin cores for all exit devices, deadbolt locks, and key switches Furnish permanent interchangeable 6 -pin cores for all cylindrical locks. Key all permanent cores to the keying requirements set forth in the key meeting as described in `Keying Schedule above. C During construction provide temporary construction interchangeable cores for all locks and cylinders. Key all temporary construction interchangeable cores alike to be operated by a construction key Temporary construction interchangeable cores are to be returned to supplier after conversion to owners key system D At the completion of the project, the hardware supplier if desired shall in the presence of the owner operate each cylinder with the proper change key The permanent change keys shall, at that time, be given the owner E All cylinder items shall be furnished with visual key control with key code stamped on the face of the keys and marked on the back or side of the cylinders. EX. AA1 AA2, etc. F Key Quantities 1 Keys shall be furnished in quantities as follows 4 each MKs 2 each Control keys 10 each Construction keys 3 each Change keys per keyed alike group 2 Coordination of all tenant keying is to be maintained by the finish hardware supplier throughout the entire project. EXIT DEVICES A. Provide as specified in hardware groups Provide proper size according to door width B Provide trim with through bolted mounting Where levers are specified provide in a design to match the Iocksets C Where exit devices with locking trim are specified, provide cylinders that have the interchangeable core option. PUSHES PULLS KICK PLATES A. Provide as specified in hardware groups. MANUAL FLUSH BOLTS A. Provide as specified in hardware groups AUTOMATIC FLUSH BOLTS COORDINAAQ,RS A. Provide as specified in hardware groups. 08 71 00 -5 DOOR CLOSERS SURFACE A. Furnish drop plates or other mounting plates where required Provide closer of proper size and mounting style for each opening. B Furnish sex nuts and bolts for all doors. C Mount closers closers inside building, stairs and rooms. OVERHEAD STOPS A. Provide proper size overhead stop for door width B All surface overhead stops shall be through bolted with sex nuts and bolts PROTECTION PLATES A. Size. all plates shall be 2" Tess than door width on push side except pairs of doors shall be 1 Tess than door width where the application permits. All plates shall be 1 Tess than door width on pull side except where metal door edges are used When any plates are used in conjunction with vertical rod exit devices, modify width as necessary Kickplates shall be 12' in height. Mop plates shall be 4 in height. Armor plates shall be 36" in height. GASKET AND THRESHOLD A. Types as specified in hardware groups. B Provide material of proper size and configuration for the specified Opening. SILENCERS A. Provide silencers for door frames with stops 3 for single door and 2 for pairs of doors, except for aluminum door frames. Silencers for hollow metal frames 1229A, Netherland 4279 or equal. KEY CABINET A. Provide a key control system including Envelopes, labels, tags with self locking key clips, receipt forms, 3 -way visible card index, temporary markers, permanent markers and standard metal cabinet. Provide for 50% expansion. B Provide hinged panel type cabinet, for wall mounting HARDWARE INSTALLATION A. Installation shall be by skilled craftsmen experienced in the installation of commercial builders hardware, and shall be in accordance with the approved shop drawings Manufacturer's standard locations shall apply except as otherwise directed by the architect or as required to meet applicable code requirements. Where cutting and fitting are required to install hardware onto or into surfaces that are later to be finished coordinate removal, storage and reinstallation with the finishing work. Do not install surface mounted items until finishes have been completed on the substrates involved 8 Set units level, plumb and true to Tine and location Adjust and reinforce the attachment substrate as necessary for proper installation and operation 08 71 00 -6 C Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. D Set thresholds for exterior doors in full bed of butyl- rubber or polyisobutylene mastic sealant. E. Weatherstripping and Seals. Comply with manufacturer's instructions and recommendations to the extent installation requirements are not otherwise indicated. INSTALLATION OF AUTOMATIC OPERATORS A. Automatic operators and activators must be installed by Factory Authorized Personnel. Installation shall include all wiring connections, including connections for any additional electrified material installed by others and associated with the operation of the operators. Below are three local factory authorized installers Western Entrance Technoloav (360) 863 -9382 Steve Wilson (306) 863 -0832 Fax C4 Products Inc. (253) 840 -1738 Dave Trotter B All wire, junction boxes, conduit and the like shall be fumished and installed by the Division 26 Contractor The hardware supplier shall furnish complete riser and wiring diagrams to the Division 26 Contractor which shall include the number and size of required conductors. Installation of and connections to access control systems specified elsewhere are not included in this section. 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. Where hardware is installed more than one month prior to the acceptance or occupancy of a space or area, the installer is to return to the installation during the week prior to the acceptance or occupancy and make a final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for the final operation of the heating and cooling systems. Clean any adjacent surfaces soiled by hardware operation. HARDWARE SCHEDULE Commercial Hardware Services (206) 948 -8475 Tom Holt (206) 638 -8683 Fax A. Refer to door schedule and related information concerning the following hardware groups. Quantities indicated in any instance are for supplier convenience only and are not guaranteed. NOTE. Electrical items are indicated by for coordination with Electrical Contractor Example. 1 ea Magnetic holder FM998 B Hardware Groups HW1 Hinges TA2714 1 (ea) Passage set CL3310 1 (ea) Concealed overhead stop 6ADJ -X36 1 (ea) Kickplate K0050 12 x 2 "LDW 1 (ea) Door bottom 411CPKL 2 (ea) Gasket S88D (Sound) 08 71 00 -7 HW2 Hinges TA2714 1 (ea) Passage set CL3310 1 (ea) Kickplate K0050 12 x 2 "LDW 1 (ea) Door bottom 411CPKL 2 (ea) Gasket S88D (Sound) 1 (ea) Wall stop 1270CV HW3 1 (ea) Pocket door hardware package PDFC250N -00 1 (ea) Pocket door privacy set 2002CPDL -5 1 (ea) Flush pull w/ thumb turn inside S2002T 1 (ea) Flush pull w/ emergency key outside S2002E HW4 Hinges TA2714 1 (ea) Lockset CL3351 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Closer DC6200 1 (ea) Wall stop 1270CV 1 (ea) Threshold 271A 1 (ea) Gasket S88D HW5 1 (ea) Pocket door hardware package PDFC250N -00 1 (ea) Track BP250N -01 -120 1 (ea) Sliding door lock MS1850SN- 450 -X0( 1 (ea) Strike 4001 400( 2 (ea) Cylinder 1070 x Cylinder collars as required (cylinder projects above the face of the door). Stop door before it goes into the wall door pocket. 2 (ea) Construction core 8000 2 (ea) Permanent core 8000 1 (set)Pull 1194 -3 G MTG BTB 1 (ea) Track stop BP250 -77 HW6 Hinges TA2714 1 (ea) Privacy set CL3320 1 (ea) Concealed overhead stop 6ADJ -X36 (AT OPENING 128 ONLY) 1 (ea) Kickplate K0050 12 x 2 "LDW 1 (ea) Wall stop 1270CV Silencers 1 (ea) Gasket S88D (AT OPENINGS 203 AND 205) HW7 Hinges TA2714 1 (ea) Push plate 1001 -3 1 (ea) Pull plate 1017 -3 1 (ea) Kickplate K0050 12 x 2 "LDW 1 (ea) Wall stop 1270CV Silencers HW8 Hinges TA2714 1 (ea) Privacy set CL3320 1 (ea) Wall stop 1270CV 1 (ea) Door bottom 411CPKL 2 (ea) Gasket S88D (Sound) 08 71 00 -8 HW9 Hinges TA2714 1 (ea) Lockset CL3357 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Closer DC6200 1 (ea) Wall stop 1270CV 1 (ea) Door sweep 18061 CNB 1 (ea) Threshold 171A 1 (ea) Gasket S88D HW10 Hinges TA2714 1 (ea) Lockset CL3357 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Kickplate K0050 12 x 2 "LDW (at 118A, 176 222, 115 116 173A) 1 (ea) Wall stop 1270CV/ Floor stop 1211 1 (ea) Door bottom 411CPKL (at 130 ONLY) 2 (ea) Gasket S88D (Sound) (at 130 ONLY) Silencers HW11 Hinges TA2714 1 (ea) Lockset CL3357 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Closer DC6210 1 (ea) Wall stop 1270CV 1 (ea) Threshold 271A 1 (ea) Gasket S88D HW12 Hinges TA2314 1 (ea) Lockset CL3357 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Closer DC6210 1 (ea) Wall stop 1270CV/ Floor stop 1211 1 (ea) Gasket S88D HW13 Hinges TA2714 1 (ea) Lockset CL3351 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Concealed overhead stop 6ADJ -X36 (at opening 114 only) 1 (ea) Wall stop 1270CV/ Floor stop 1211 1 (ea) Gasket S88D (at opening 206 only) 1 (ea) Kickplate K0050 12 x 2 "LDW (at opening 129 only) Silencers HW14 Hinges TA2714 1 (ea) Lockset CL3351 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Wall stop 1270CV Silencers 08 71 00 -9 HW15 Hinges TA2714 1 (ea) Lockset CL3355 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Kickplate K0050 12 x 2 "LDW (at opening 101 only) 1 (ea) Wall stop 1270CV/ Floor stop 1211 Silencers HW16 Hinges TA2714 1 (ea) Lockset CL3351 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Wall stop 1270CV/ Floor stop 1211 1 (ea) Door bottom 411 CPKL 2 (ea) Gasket S88D (Sound) HW17 1 (set) Pivot L147 1 (ea) Int pivot ML19 1 (ea) Lockset CL3355 M28 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Closer DC6220 (top jamb mount) x drop plate as required if face of frame is not adequate to mount closer top jamb mount 1 (ea) Kickplate K0050 12 x 2 "LDW 1 (ea) Wall stop 1270CV 1 (ea) Door bottom 411 CPKL 2 (ea) Gasket S88D (Sound) HW18 Hinges TA2314 1 (ea) Exit device ED5200 1 (ea) Exit device trim A955 1 (ea) Cylinder 3070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Closer DC6210 1 (ea) Floor stop 1211 1 (ea) Door sweep 18061CNB 1 (ea) Threshold 171A 1 (ea) Gasket S88D HW19 Hinges TA2714 1 (ea) Exit device ED5200A 1 (ea) Exit device trim A910 1 (ea) Closer DC6200 1 (ea) Kickplate K0050 12 x 2 "LDW 1 (ea) Wall stop 1270CV 1 (ea) Threshold 271A 1 (ea) Gasket S88D 08 71 00 -10 HW20 Hinges TA2314 1 (ea) Exit device ED5200A x K157 1 (ea) Cylinder 3070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Ani- Vandal trim 1091 1 (ea) Closer DC6210 1 (ea) Concealed overhead stop 6ADJ -X36 1 (ea) Door sweep 18061CNB 1 (ea) Threshold 171A 1 (ea) Gasket S88D HW21 Hinges by door supplier except: 1 (ea) Deadbolt MS185X -XXX 1 (ea) Strike 4000 -XXX 1 (ea) Indicator 4089 2 (ea) Cylinder 1070 2 (ea) Permanent core 8000 2 (ea) Construction core 8000 1 (set) Push /Pull 1738 G MTG Push CTC• Specify 1 (ea) Closer DC6210 (Mount top jamb mount DC6220 x drop plate if top rail is not sufficient for body of closer 1 (ea) Wall stop 1270CV/ Floor stop 1211 1. (ea) Door sweep 29326CNB 1 (ea) Threshold 171A Weatherstripping by door supplier HW22 Hinges TA2714 1 (ea) Exit device ED5200 1 (ea) Exit device trim A955 1 (ea) Cylinder 3070 1 (ea) Construction core 8000 1 (ea) Permanent core 8000 1 (ea) Closer DC6210 1 (ea) Wall stop 1270CV Silencers HW23 Hinges TA2714 1 (ea) Exit device ED5200A 1 (ea) Exit device trim A955 1 (ea) Cylinder 3070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Closer DC6210 1 (ea) Wall stop 1270CV 1 (ea) Gasket S88D HW24 All hardware by door supplier including weldable gate box for lock, except: Spring hinges LB4310C -450 1 (ea) Lockset CL3357 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 08 71 00 -11 HW25 Hinges by door supplier except: 1 (ea) Power trasfer EPT10 1 (ea) Exit device ED4200 x K157 1 (ea) Latch retraction mod RE1550- ED4200 -24VDC 1 (ea) Cylinder 3070 2 (ea) Permanent core 8000 2 (ea) Construction core 8000 1 (ea) Pull 1191 -4 N MTG 1 (ea) Auto operator 8100 Push Alum 1 (ea) Power supply 1426 -04 -AO 1 (ea) Wall switch 59 -HSS 1 (ea) Jamb switch 619 -HSSV 1 (ea) Key switch 1310 -2 Maintained 1 (ea) Cylinder 1070 114 -A01 (Key Switch) 1 (ea) Concealed overhead stop 6ADJ -X36 1 (ea) Door sweep 29326CNB 1 (ea) Threshold 271A 1 (set) Riser point to point diagrams also see section 1 03 D E Card Reader by others Weatherstripping by door supplier ELECTRICAL DESCRIPTION Day Use /Business Hours Tuming key switch to clockwise position (Green led "on turns on outside wall switch and retracts latch on exit device. Door can be pushed /pulled open. Pressing inside or outside wall switch initiates door operator and opens door Secure Mode /After Hours: Turning key switch to counterclockwise position (Red led off') turns off outside wall switch and .latches latch on exit device. Card reader will retract latch on exit device and turn on outside wall switch to activate auto operator Wall switch on the inside is always on. Free egress always from inside. Note: Vestibule jamb switch 619 -HSSV consists of two 619 jamb switches. One switch is for door 102 and the other switch for 102A. Openings 102 and 102A work independent of each other HW26 Hinges by door supplier except 1 (ea) Exit device ED4200 x K157 1 (ea) Cylinder 3070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Pull 1191 -4 N MTG 1 (ea) Auto operator 8100 Push Alum 1 (ea) Power supply 1426 -04 -AO 1 (ea) Jamb switch 619HSS (Inside) 1 (ea) Concealed overhead stop 6ADJ -X36 1 (ea) Door sweep 29326CNB 1 (ea) Threshold 271A 1 (set) Riser point to point diagrams also see section 1 03 D E Weatherstripping by door supplier ELECTRICAL DESCRIPTION Day Use /Business Hours: Exit devices to be manually dogged and auto operator to be switched on by toggle switch on operator housing. Doors to be push /pull operation. Auto operator to be activated by push buttons. 08 71 00 -12 Secure Mode /After Hours Auto operator and push button to be disabled by toggle switch and exit devices to be manually un- dogged. Entry by key only Egress always by exit device Note: The outside jamb switch for opening 102A is found in the hardware group for opening 102. These two openings are not electrically connected. HW27 Hinges TA2714 1 (ea) Deadbolt MS1852SN -)00( 1 (ea) Indicator 4089 2 (ea) Flushbolt FB458 12" 1 (ea) Dust proof strike 82 2 (set) Pull 1191 -4 G MTG BTB 1 (ea) Cylinder 1070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 2 (ea) Wall stop 1270CV/ Floor stop 1211 2 (ea) Door sweep 29326CNB 1 (ea) Threshold 271A 1 (ea) Astragal 357SS Countersink drilling with flathead screws. 1 (ea) Gasket S88D Weatherstipping by door supplier HW28 2 (ea) Pocket door hardware package PDFC250N -00 4 (ea) Flush pull 1061 2 (ea) Edge pull 230 HW29 Hinges by door supplier except: 1 (ea) Exit device ED4200 x K157 1 (ea) Cylinder 3070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Pull 1191 -4 N MTG 1 (ea) Closer DC6200 1 (ea) Concealed overhead stop 6ADJ -X36 Weatherstipping by door supplier HW30 Hinges by door supplier except: 1 (ea) Exit device ED4200 x K157 1 (ea) Cylinder 3070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Pull 1191 -4 N MTG 1 (ea) Closer DC6210 (Mount top jamb mount DC6220 x drop plate if top rail is not sufficient for body of closer) 1 (ea) Door sweep 29326CNB 1 (ea) Threshold 271A 1 (ea) Wall stop 1270CV Weatherstripping by door supplier 08 71 00 -13 HW31 All hardware by door supplier including weldable gate box for exit device, except: Spring hinges LB4310C -450 1 (ea). Exit device ED5200 x K157 1 (ea) Cylinder 3070 1 (ea) Permanent core 8000 1 (ea) Construction core 8000 1 (ea) Ani- Vandal trim 1091 END OF SECTION 08 71 00-14 SECTION 08 81 00 GLASS GLAZING GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Provide all Glass Glazing, complete in place, as shown on the Drawings and as specified herein. REFERENCE STANDARDS Comply with all applicable standards of the Flat Glass Marketing Association's (FGMA) Glazing Manual. MATERIALS HANDLING Provide all means necessary to protect the materials of this Section before, during and after installation. In the event of damage, immediately make all repairs and replacements necessary to approval of Architect and at no additional cost to Owner WARRANTY Per General Conditions and Section 01 00 00 General Requirements, with glazing manufacturer's warrantees as provided. INSPECTION Examine all surfaces to receive the Work and report in writing to Architect any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Contractor responsible for any corrections Architect may require. Commencement of Work will be construed as acceptance of subsurfaces. INSTALLATION: Prepare all glass and surrounds, unless otherwise directed, in conformance with the details and general conditions governing glazing in the FGMA Glazing Manual. Install glass types at locations shown on the Drawings and according to glass manufacturer's recommended maximum size limitations and placement of setting blocks. Make all adjacent glass in same glazed areas consistent in type and thickness unless otherwise noted or directed. Items to be glazed shall be shop glazed or field glazed with glass of the quality and thicknesses specified Use beads or stops furnished with the items to be glazed to secure glass in place. Keep labels indicating manufacturer quality and thickness on glass until installation has been approved by the Architect. Glazing compounds, sealants and accessories shall be provided and installed as necessary to insure a watertight job CLEANING In addition to provisions of Division 1 and prior to acceptance of the Work, thoroughly clean all glass and remove all labels, paint spots, putty and all defacements. Replace any scratched, defective or broken glass caused by installations at no cost to Owner MATERIALS REFERENCE STANDARDS Flat Glass Marketing Association's Glazing Manual Sealed Insulating Glass Manufacturer's Assoc. Standards, Federal Specifications DD -G-451 and DD -G- 1403 GLASS TYPES Exterior Glazing shall be double glazed insulating units with Low -E coating, acceptable product PPG Solarban 60(2) Glass shall be tempered where required by code. See Section 08 41 00 Glazed Aluminum Curtain Walls and Doors for wind load, water penetration and other requirements. Glazing at interior Window in Radiology 101 shall be lead lined. See lead lining requirements in Appendix A, Radiation Shielding Design. 08 81 00 -1 Glazing (GL -1) at interior walls and doors shall be unless noted otherwise, tempered DSB clear Glazing (GL -2) at privacy areas as indicated on the Drawings shall be DSB or tempered DSB with 3M, Fasara Interior Design Film Mirrors (GL -3) see Section 10 28 00 Toilet, Bath and Laundry Accessories. Glazing (GL-4) at backsplashes shall be DSB backpainted. Glazing (GL -5) at glass railings minimum W tempered laminated. Provide engineered, stamped and sealed Shop Drawings. Glazing (GL -6) at transoms and other areas not required to be tempered shall be clear DSB LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION 08 81 00 -2 GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Provide and install all Drywall Work as shown on the Drawings and as specified herein. WARRANTY Per General Conditions and Section 0.1.00:00, General Requirements. SUPPLIER. Have all drywall supplied by one manufacturer COORDINATION All work herein requires coordination with trades whose work connects with, is affected by or concealed by drywall. Before proceeding with drywall work, make certain all required inspections have been made. INSPECTION Inspect surfaces to receive drywall before starting work and do not start until surfaces are acceptable. Starting work under this Section implies acceptance of surfaces. DELIVERY AND STORAGE. Store materials off ground and cover against weather Remove any damaged materials from site. GENERAL CONDITIONS Comply with all applicable requirements of Recommended Specifications for the Application and Finishing of Gypsum Board, Gypsum Association publication GA -216 except where more stringent requirements are called for herein, in local Codes or by manufacturer of wallboard. Do all cutting and patching required to accommodate Work of other trades. Maintain temperature of drywalled spaces in range of 55° F to 90° F until building is entirely closed and ventilate to eliminate excessive moisture. INSTALLATION: Apply boards with long dimension to framing members with all abutting ends and edges over supports Neatly fit and stagger all end joints. Make joints occur on different studs at opposite sides of partition. Cut and fit neatly around all outlets and switches. Space fasteners 8' on center along vertical edges, and 12' o.c. at midpoints, %8 from edge of board. Fasten boards to backings as specified. Erection technique shall result in plumb and straight surfaces with no waves or buckles, free of unevenness at joints Joints wider than %8 will be cause for rejection of board surface by the Architect. If framing members are out of alignment, bowed or warped, correct to make true surfaces before application of gypsum board Make .finish walls or ceilings plumb and level without ridges, bows, or warps. TAPING AND FINISHING SECTION 09 20 00 DRYWALL 1 Mix joint and finishing compounds per manufacturer's directions. Center tape over joint and embed in uniform layer of joint compound of sufficient width and depth to provide firm and complete bond. Apply skim coat while embedding tape. 2. Treat angles with reinforcing tape folded to conform to adjacent surfaces and straight, true angles. 3. Allow compound to thoroughly dry for at least twenty four (24) hours. 4 Over joint compound and tape apply coat of finishing compound. Spread evenly and feather out beyond edge of board. After first finishing coat is thoroughly dry (at least twenty four [24] hours) cover with second coat with edges feathered out slightly beyond preceding coat. 5. Give all dimples at fastener heads and all marred spots on surface of board one coat joint compound and two coats finishing compound, applied as each coat is applied to joints. 09.20 00 -1 6 Install metal corner reinforcement at all external. corners. Conceal flanges of metal reinforcement with at least two coats compound. When completed, compound shall extend approximately 8' to 10' on each side of metal nosing. 7 After each application of joint or finishing compound has dried, lightly sand all joints. Leave all board and treated areas uniformly smooth and ready for painting. 8 Screw attachment as per manufacturer's instructions. Do not position conduit and piping where it can be damaged by screws. Do not proceed with screwing into wood framing that has over nineteen percent (19 of moisture content. Ensure adequate nail plates are installed prior to installation of wallboard. 9 Thoroughly seal penetrations in fire -rated walls in a manner acceptable to the local code authority Box in recesses in fire -rated walls. CLEANING AND REPAIR: Don't allow tracking of gypsum and finishing compounds onto floor surfaces. At completion of each segment of work in a room clean thoroughly and remove all debris. Frequently remove all debris from site. Make a final check to determine that there are no penetrations through fire rated walls. Recheck work for necessary repairs that may be required before painting or other added work. Complete repairs as directed by the Architect. WALLBOARD MATERIALS GYPSUM BOARD' Conforming to ASTM C -36 Gypsum board shall be fourfeet (4') wide, 5/8' "thick fire resistive type 'x' instaltwater resistant board at all bathroom walls and ceilings. Gypsum board shall have one`hundred•percent (100%) post- consumer recycled paper backing. Contractor shall install gypsum board made with flue- gas desulfurigation (syntheticgypsum) if available locally At all exposed surfaces drywall shall be smooth texture, similar to Level 5 finish. (See Publication GA- 214 -90 from the Gypsum Association or Painting and Decorating Contractors of America.) Contractor shall recycle existing drywall removed at remodel. WATER RESISTANT GYPSUM BOARD' Install water resistant gypsum wallboard at walls at mop sink locations and interior of all restrooms. LEAD LINED GYPSUM BOARD Install lead lined drywall at walls and ceiling at Radiology 101 See lead lining requirements in Appendix A, Radiation Shielding Design. EXTERIOR GYPSUM SHEATHING. Install '/Z gypsum sheathing at exterior areas indicated on the Drawings, with water resistant gypsum core and fiberglass mat facings, acceptable product Densglass Gold. WALLBOARD ACCESSORIES RESILIENT CHANNELS USG RC -1 install with screws at 24" o.c. to the framing. MECHANICAL CEILING ACCESS PANELS Shall be Larsen's Model #L -DWR drywall access panel, 12' x 12' Install at locations as required by mechanical and electrical equipment. TRIM AND EDGING Metal Trim Zinc coated steel 26 gauge min. as per Federal Specification CM-S-775, Class D or Class E. Casino Beads: Channel- shapes with exposed wing, and concealed wing not less than wide. Corner Beads: Angle shapes with wings not less than wide: Perforated for nailing and joint treatment. Or use paper /metal combination bead suitable for joint treatment. 09 20 00 -2 Edae Beads at Ceilina Perimeter Angle shapes with wings 3 wide minimum Concealed wing perforated for nailing, exposed wing edge folded flat. Nails. Annular ring type, lengths as required by gypsum board thicknesses. Drywall Screws. 1 W for %2 gypsum board 1 for 6 gypsum board unless indicated otherwise on the Drawings. Fasten with screws exclusively using nails only to secure board position if necessary prior to fastening with screws. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources" credit. Documentation including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 09 20 00 -3 SECTION 09 30 00 TILING GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Supply and install all Tile Work as shown on the Drawings and as specified herein SAMPLES Per Supplementary General Conditions, submit two samples of each type of tile specified plus as many as required by Contractor Mark with manufacturer's name and space where tile is to be installed Submit sample of grout colors WARRANTY Per General Conditions and Section 01 00 00 General Requirements. COORDINATION Coordinate with all other Trades whose Work affects, connects with or is concealed by tile installations. Before proceeding make certain all required inspections have been made. INSPECTION Examine all sub surfaces to receive Work and report in writing to General Contractor with copy to the Architect, any conditions detrimental. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Tile Contractor responsible for any corrections Architect may require Commencement of Work will be construed as acceptance of all subsurfaces DELIVERY AND STORAGE. Deliver all manufactured materials in original, unbroken containers bearing name of manufacturer brand and grade seals. Keep materials dry clean and protected against deterioration in any form STANDARDS Conform to all applicable requirements of the American Standards Association Specifications (A -108 Series) and the Handbook for Ceramic Tile Installation of the Tile Council of North America, Inc. and be equal to or exceed Standard Grade. Have all tiles set by expert journeyman tile setters. PREPARATION Keep work surfaces and working environment clean, dry well lighted well ventilated free of airborne construction dust and at comfortable working temperature minimum 60° F 1 Provide supports for fixtures and related construction. Pre -mark and double -check locations for accessories to be installed. Set accessories in place before beginning tile work. Put in place and properly position, work of related trades. 2. Install all support framing furring, and backing, plumb square, aligned, and well secured so surfaces will not move or deflect. 3 Prepare floors for tiling so the finish floor will be either perfectly level or slope properly to drains 4 Install control joints and edge strips securely fastened. Set layout start points to achieve tile patterning that is symmetrical and complete. INSTALLATION Comply with Tile Council of North America Handbook for Ceramic Tile Installation latest edition Comply with ANSI A108 1 ANSI A108.2. Comply with manufacturer's instructions. Work temperature must be as per instructions of material manufacturers. Tile over floor membrane may not be installed until membrane is tested and accepted. 1 Tile must be installed as a complete, uninterrupted covering. Extend tile into recesses and under and behind future equipment or fixtures. Terminate tile neatly at edges, obstructions, or penetrations of other work. 09 30 00.1 CLEANING AND PROTECTION Completely protect finished tile and allow no damage to the work. Close spaces to traffic or other Work until tile is firmly set. Protect from damage until acceptance 1 Use cleaning solutions and materials as per manufacturer's instructions Wash tile surfaces with clean water before and after cleaning. Remove excess corrosive cleaning solutions from site; do not empty into budding drain 2. Wipe surfaces clean after grouting remove all traces of mortar and grout. Do not use acid solution for cleaning glazed tile. 3 Repair and replace defective work. Reject tiles and replace if chipped scratched, loose or misaligned Repair or replace all defective and non conforming work as directed by the Architect at no additional cost to Owner Make repairs undetectable. MATERIAL 2. Lay tile in standard grid unless shown otherwise on the Drawings or directed by the Architect. Align joints of adjoining same size tiles on floor base, walls, and trim In tile layout, center tile fields both directions on each floor or wall area. Joint widths must be consistent and uniform. 3 Provide expansion and control joints where shown on the Drawings and as instructed by the Handbook for Ceramic Tile Installation of the Tile Council of North America. At all changes in plane, joints shall be caulked with grout manufacturer's recommended caulking and backer rod. 4 Perfectly match tile pieces with other tile work. Apply tile surface smoothly and free of irregularities humps, or dips. Install tile joints straight, level horizontally aligned and exact vertically Make tile cuts uniform and not smaller than half a tile. 5 Complete grouted or thin -set adhesion so no tiles can be pulled loose. 6 Lay out all Work so that where possible no tiles less than half size occur In any event, install no half tiles above first course up from bottom or away from first vertical course at internal and external corners. Align all joints, vertically and horizontally Cut and drill neatly without marring tile. Rub smooth any necessary cuts with a fine stone and set no cut edge against any fixture, cabinet or other tile without a joint at least 1/16 inch wide. Cut, fit, adjust and establish tiles neatly and accurately to accommodate accessories, interruptions, chases, return mechanical and electrical outlets and finish at their exact location (as determined by job -site conditions) Maximum variation shall be in 10 feet when a straightedge is laid on the surface in any direction. 7 Thoroughly wash out joints and saturate with clean water before grouting. Thoroughly grout into all joints to fill entire length and depth Fill flush with face of tiles making a neatly finished smooth surface. Prevent staining of grouted joints. Grout joints shall be of consistent width with no grout covering edges of tile. WALL TILE. (T -1) See Finish List for product reference. (T -2) See Finish List for product reference. (T -3) See Finish List for product reference. (T-4) See Finish List for product reference. SUBSTRATE. Wonderboard, W thickness, installed in strict accordance with manufacturer's written recommendations in all areas under ceramic tile FLOOR TILE (T -5) See Finish List for product reference. MORTAR. Latex Portland cement mortar per ANSI Al 1B 4 or dryset mortar per ANSI A118.1 09 30 00 -2 GROUT (GRT -1 and GRT -2) See Finish List for product reference colors LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION 09 30 00 -3 MATERIALS SECTION 09 65 00 RESILIENT FLOORING GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Supply and install all Resilient Flooring as shown on the Drawings and as specified herein WARRANTY Per General Conditions and Section 01 00 00 General Requirements SAMPLES Provide a sample of each type of resilient flooring for Architect's approval prior to installation. Samples of sheet goods and tile shall be 12' x 12' COORDINATION Coordinate with other Trades whose work affects, connects with or is concealed by resilient flooring installations Before proceeding make certain all required inspections have been made INSPECTION Examine all sub surfaces to receive Work and report in writing to the General Contractor with a copy to the Architect, any detrimental conditions. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Resilient Flooring Contractor responsible for any corrections the Architect may require. Commencement of work will be construed as acceptance of all sub surfaces. Install sub -floor filler to fill low spots cracks construction joints holes and other defects, and as required to adjust level to meet adjacent finishes. Feather to maximum slope of inch in 3 feet; float to smooth flat, hard surface. Prohibit traffic over filler DELIVERY AND STORAGE Deliver all manufactured materials in original, unbroken containers bearing name of manufacturer brand and grade seals. Keep materials dry clean and protected against deterioration in any form RUBBER BASE (RB -1) Halogen free, meeting indoor air quality performance requirements of CA 1350 installed in strict accordance with manufacturer's recommendations at areas designated on the Drawings. See Finish List for product reference. STAIR TREADS and SKIRTING Rouleau unicolor rubber products by Burke, stair treads square profile visually impaired and skirting, 12' high, color to be selected by the Architect. Install at all stair treads, risers and nosings. RUBBER TRANSITION Install rubber transition between resilient flooring and carpet. See Finish List for product reference. RUBBER FLOORING (RF -1). See Finish List for product reference. ADHESIVE Install with formaldehyde free, water and mold resistant adhesive All rubber materials shall be minimum 10% recycled content. INSTALLATION Install flooring per manufacturer's written instructions. Unroll rolled material 24 hours ahead of installation if required by manufacturer's instructions Start compression rolling over sheet flooring in middle move outward to press out all bubbles Install resilient sheet flooring so that all portions are laid in one uniform direction color and pattern, and matched throughout installation, and seams are minimal. Flooring must be level, without humps or depressions. Make seam joints cleanly cut and straight. Flooring shall be installed under all millwork. Prepare seams per manufacturer's instructions for most inconspicuous appearance, sealing continuously with fluid applied sealant or adhesive or chemical bonding as standard with manufacturer 09 65 00 -1 Adhesive shall be Low -VOC and meet LEED requirements for EQ Credit 4 1 EXTRA MATERIALS Deliver extra materials to Owner Furnish extra materials matching products installed packaged with protective covering for storage and identified with labels clearly describing contents CLEANING AND FINISHING Only use cleaner recommended by the flooring manufacturer Remove excess adhesive and other marks or stains from finish flooring Remove all stains and excess adhesive immediately after installation. Protect flooring against mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods indicated or recommended by flooring manufacturer Cover resilient flooring with undyed untreated building paper until inspection for Substantial Completion. Do not move heavy and sharp objects directly over flooring, place plywood or hardboard panels over flooring and under objects while they are being moved Slide or roll objects over panels without moving panels. REPAIR. Repair or replace defective work as directed by the Architect. All chipped, scratched unlevel, or other defective work will be repaired or replaced. Repairs shall be undetectable. Securely protect floor from damage by traffic or further construction work. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED `Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 09 65 00 -2 SECTION 09 68 00 CARPETING GENERAL. Conditions of the Contract and Division 1 as indexed apply to this Section. SCOPE. Provide and install all Carpeting Work as shown on the Drawings and as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements provide manufacturer's standard 15 -year warranty SAMPLES Provide a sample of each carpet for Architect's approval prior to installation. Samples shall be a minimum of 12' x 12' INSPECTION Inspect surfaces to receive carpeting before starting Work and do not start until surfaces are acceptable. Starting Work under this Section implies acceptance of surfaces. DELIVERY AND STORAGE. Store materials in original undamaged packages and containers, inside well ventilated area protected from weather moisture, soilage extreme temperatures, and humidity Lay flat, blocked off ground Maintain minimum temperature of 68° F (20° C at least three days prior to and during installation in area where materials are stored. MATERIALS CARPET 1 (CPT -1) See Finish List for product reference. CARPET 2 (CPT -2) See Finish List for product reference CARPET 3 (CPT -3) See Finish List for product reference Install each carpet at locations indicated on the Drawings. PAD At Upper floors as shown on the Drawings install Tred -Mor #2500 1 thick, by Sponge Cushion Inc. 800-435-4062. CARPET EDGE GUARD (TS-1) See Finish List for product reference. CARPET ADHESIVE. Water resistant and non- staining as recommended by carpet manufacturers to comply with flammability requirements for installed carpet. Provide adhesive with low V 0 C levels maximum 50 grams /liter SEAMING CEMENT Hot -melt adhesive tape or similar product recommended by carpet manufacturer for taping seams and butting cut edges at backing to form secure seams and to prevent pile loss at seams. PREPARATION Order carpet in ample time for scheduled installation Verify that materials are delivered undamaged. Store well protected from weather moisture and construction dirt and damage. 1 Make subfloor ready for finish flooring. Eliminate irregularities and high spots, fill low spots up to a flush level, even surface. Remove grease, paint, varnish, and any other material that might interfere with the adhesive Nail well, and secure against moving and squeaking Patch, repair and sand smooth. 2. Make concrete ready for finish flooring level, without humps or dips. Slab must be dry (test moisture content if required) troweled smooth. Patch repair and clean slab as required for smooth uncontaminated surface. Provide recessed slab area for carpet so that final height of carpet shall be flush with adjacent concrete surface. 09 68 00 -1 3. Prepare joints and coordinate with carpet installation 4 Coordinate carpet installation with other trades such as baseboard installation and floor mounted fixtures, cabinets and furnishings INSTALLATION: At Gemba install by direct glue method with no pad in strict accordance with carpet manufacturer's recommendation for the type of substrate At Upper Floor rooms scheduled for carpet, install with tackless strips at perimeter tight to corner in strict accordance with pad and carpet manufacturer's recommendations. Substrate shall be prepared as required for a level finish. 1 Use metal trim at all edges where carpet abuts another floor surface. 2 Install carpet so that all portions are laid in the same direction unless specifically directed by the Architect. There shall be no fill strips less than 6' wide. 3 Comply with carpet manufacturer's recommendations for seam locations and direction of carpet. Maintain uniformity of carpet direction and lay of pile. At doorways, center seams under door in closed position Do not bridge building expansion joints with continuous carpet. No seams in heavy traffic or high visibility areas. 4 Use butt joints, thoroughly bedded and sealed. Seam joints to be straight and inconspicuous 5 Fit sections of carpet prior to installation or the application of adhesive. Trim edges and butt cuts with seaming cement. 6 Butt edges tight to form seams without gaps. Roll entire area lightly to eliminate air pockets and ensure uniform bond. 7 For direct glue, apply adhesive uniformly to substrate in accordance with manufacturer's instructions. CLEANING AND PROTECTION Clean up scraps threads, and dust as Work proceeds. Thoroughly clean carpet and adjacent surfaces upon completion of installation Remove adhesive from carpet surface with manufacturer's recommended cleaning agent. Remove and dispose of debris and unusable scraps Vacuum with commercial machine with face beater element. Remove soil. Replace carpet where soil cannot be removed. Remove protruding face yarn Protect all work from weather or moisture Provide heavy duty non staining paper plastic, or board walkways Allow no damage to the carpet from traffic, spills or other work. Damaged work will be replaced by the Contractor at no cost to the Owner Replaced or repaired carpet will be undetectable. REPAIR AND SURPLUS MATERIAL. Provide 3% of each color selected. Wrap in burlap and deliver to Owner Return for credit or other use for benefit of Owner any large amount. Wrap selected scraps in burlap and deliver to Owner Repair or replace all defective and non conforming work as directed by the Architect. Make repairs so they are undetectable. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 09 68 00 -2 SECTION 09 80 00 ACOUSTIC CEILING TREATMENT GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Provide and install all Acoustical Work as shown on the Drawings and as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements. SAMPLES Provide a sample of each type of acoustic ceiling material, 12' x 12' for Architect's approval prior to installation COORDINATION Coordinate with trades whose work connects with is supported by is affected by or concealed by acoustical treatment. Before proceeding with Work, make certain all required inspections have been made DELIVERY AND STORAGE. Store materials off ground and cover against weather Remove any damaged materials from site. MATERIALS (ACT 1) 24' x 48' x white color lay -in panels with concealed grid system Ceilings shall be located as shown on the Drawings See Finish List for product reference (CLG -2) Suspended Ceiling Panels. White color recycled content 70 -75% size, configuration and location as shown on the Drawings. Install in strict accordance with manufacturer's recommendations and published details. See Finish List for product reference. OTHER MATERIALS AND RELATED WORK. Provide all related materials and accessories required for the work including channels and hangers ties, clips and anchors. Provide special attachments as required such as sway bracing and hold -down clips on fire -rated ceilings Provide through ceilings fire barriers as shown in the Drawings or required by building code. Provide through ceiling sound walls as shown on the Drawings and additional sound treatment above ceiling as directed by the Architect. ADDITIONAL MAINTENANCE SUPPLY OF MATERIALS Deliver and safely store an extra supply of ten percent (10 or more of each type of acoustical material installed PREPARATION Measure and layout ceiling to avoid panels Tess than one -half panel in size Keep and use correct manufacturer's instructions Follow ceiling layout to provide clearances for all other work. INSTALLATION Install ceiling system in strict accordance with manufacturer's instructions ASTM C636 and governing building code including fire rating requirements and seismic restraint. Follow ceiling grid space pattern as designed in ceiling plans or approved by the Architect. Do not allow loads of anything but the ceiling system on the ceiling supports. Do not allow ceiling to brace or support mechanical or electrical equipment. Provide lateral bracing for secure installation and as per governing building code. Level whole ceiling within a tolerance of in 10' and straight within the same tolerance Install suspension system runners so they are square and securely interlocked with one another Remove and replace dented bent, or kinked members Install acoustical panels with undamaged edges and fitted accurately into suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide neat, precise fit. 1 Arrange directionally patterned acoustical panels as shown on reflected ceiling plans. 2. For square -edged panels, install panels with edges fully hidden from view by flanges of suspension system runners and moldings. 09 80 00 -1 3 Install hold -down clips in areas indicated and in areas required by governing regulations, or for fire resistance ratings, space as recommended by panel manufacturer unless otherwise indicated or required 4 Protect lighting fixtures and air ducts to comply with requirements indicated for fire- resistance- rated assembly Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels 1 Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings before they are installed 2. Screw attach moldings to substrate at intervals not over 16' (400 mm) o c. and not more than 3' (75 mm) from ends leveling with ceiling suspension system to a tolerance of'/ in 12' (3 18 mm in 3 66 m) Miter corners accurately and connect securely CLEANING AND REPAIR. Keep work area thoroughly clean and remove all scrap daily as work proceeds Clean exposed surfaces of acoustical ceilings, including trim Comply with manufacturer's instructions for cleaning and touch -up of minor finish damage Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION 09 80 00 -2 SECTION 09 91 00 PAINTING GENERAL. Conditions of the Contract and Division 1 as indexed, apply to this Section. SCOPE. Supply and apply all Painting Work as shown on the Drawings and as specified herein, except Work which may be specified elsewhere as being the particular responsibility of another Section. However all surfaces left unfinished by the requirements of other Sections (trades) shall be painted or finished as part of the Work of this Section. SURFACES NOT TO BE PAINTED 1 Any drywall or plaster permanently concealed from view 2. Any factory finished paneling, equipment and other materials with a complete factory applied finish. 3. Finish hardware except where primed for paint finish. 4 Non ferrous metals unless specifically noted otherwise. 5 Plumbing fixtures, toilet room accessories. 6 Lighting fixtures except as noted on the Drawings or specified. 7 Any concealed rough hardware and miscellaneous metal in unfinished spaces. 8. Any acoustical surfaces, unless otherwise specified. 9 Any glass, plastics, floor tiles and top -set bases. 10 Any areas noted as 'unfinished' on Finish Schedule or the Drawings. WARRANTY Per General Conditions and Section 01 00 00 General Requirements. STANDARDS Comply with all applicable requirements of Painting and Decorating Contractors of America Architectural Painting Specification Manual MPI unless otherwise specified herein. SAMPLES Contractor shall submit three (3) color cards, 8'/' x 11 with each paint color and schedule to Architect for approval prior to starting work. INSPECTION Examine all sub surfaces to receive Work and report in writing. to General Contractor with a copy to the Architect, any conditions detrimental to Work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds Painting Contractor responsible for any corrections the Architect may require. Commencement of Work will be construed as acceptance of all sub surfaces. DELIVERY AND STORAGE. Deliver materials to site in manufacturer's sealed containers, legends and labels intact. All paint materials shall be delivered new in labeled, unopened containers. Material quality shall be verified as necessary by on site or laboratory tests. Do not use mixed brands or partial substitutions. Have materials delivered in a timely sequence as required to expedite the work flow Store all paint materials with ample ventilation, in fire protected space, secure from damage. Keep paint storage areas clean and clear of spilled material, empty containers, rags and scrap. SURFACE PREPARATION Protect items not to be painted or remove prior to painting. If required to be removed, reposition after painting. 09 91 00 -1 1 Make any exposed structural and miscellaneous metal items such as steel supports, anchors, bucks hollow metal frames and the like clean, free of rust, dust, grease and dirt. 2. Clean any visible portions of throats of galvanized steel ductwork with solvent, wipe dry with clean rags and paint flat black. Wash any unprimed galvanized metal with a solution of 'Galva Cleaner allow to dry 3. Make any wood surfaces to be painted or stained clean, smooth dry and fully sanded. Knots and pitch pockets under paint finish shall be sealed with shellac. Fill joints, cracks, nail holes disfigurations, etc. with putty after priming; then sand smooth. 4 Seal any concrete, masonry plaster and similar surfaces to be painted and fill to smooth even surfaces after neutralizing with a wash of four pounds (4 lbs.) sulfate of zinc and one (1) gallon of water Remove grease or oil with benzine 5 Clean thoroughly any wallboard surfaces to be painted. Spackle any nail holes after primer has dried. Sand smooth all rough surfaces. 6 Handle and store materials as per manufacturer's instructions. Remove or fully protect adjacent or related work that might be marred by painting. 7 Touch up and repair any damaged shop applied prime coats. Touch up bare areas prior to start of finish coat application. Finish coat materials must be compatible with prime coats Review other Sections of these Specifications to determine prime coatings on various materials. Do not allow paint gaps or overlaps at edges of hardware fixtures or trim 8 Apply materials no thinner than the manufacturer's recommended spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer 9 Use multiple coats to produce a glass- smooth surface film of even luster Provide a finish free of laps, cloudiness color irregularity runs, brush marks, orange peel, nail holes, or other surface imperfections. 10 Provide satin finish for final coats APPLICATION PROCEDURES Apply paints and coatings by brush, roller spray or other applicators according to the manufacturer's directions. BRUSHES Use brushes best suited for the material applied. ROLLERS Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. SPRAY EQUIPMENT Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. STAIN APPLICATION: Exterior siding stain application by spray with hand back brushing. Pre stain soffit with one coat, all faces and edges before installation. Apply second finish coat after installation. Ensure that all exterior wood has thoroughly dried before paint application. WORKMANSHIP Perform all work under the supervision of capable foreman, per reference standard above. Thoroughly cover with uniform colors and finish; the number of coats specified being .a minimum provide any additional coats to produce Work of the best quality standard in the trade. Any air registers and grills, flanges around ceiling fixtures, exposed electrical panelboards, primed hardware etc. shall be painted to match adjacent surfaces. 09 91 00 -2 APPLICATION. During interior application, maintain minimum temperature of 65° F unless otherwise directed by the Architect or manufacturer's printed instructions. Hold temperature as constant as possible. Provide adequate ventilation at all times so the humidity cannot rise above the dew point of the coldest surface to be painted. Do no exterior painting below 50° F 1 Paint all exposed surfaces of every member paint anything inaccessible before installation, if required to be painted. Do not paint any items fitted with finish hardware until hardware has been temporarily removed. 2. Sand carefully between coats all finishes on smooth surfaces for good adhesion of subsequent coats. 3 Where coverage is incomplete or not uniform provide additional coat at no extra expense to Owner Each succeeding pigmented coat shall be distinguishably lighter than the previous coat. Tint all prime and undercoats to a color similar to finish coat. 4 Apply putty caulk or spackle after surface is primed and primer is dry Apply all coatings with reduction except as specifically required by label directions or required by this specification. In such cases, reduction shall be the minimum permitted. COMPLETION AND CLEANING On completion of Work, carefully clean all glass, hardware etc. and remove all misplaced paint and stain spots or spills and leave Work in a condition acceptable to the Architect. Reapply any finish hardware which was temporarily removed. Upon completion of painting work, deliver to the Owner an extra stock of ten percent (10 or more of each color type, and gloss of paint used in the work. Tightly seal and clearly label each container with notes on contents and location used. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets, literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site, and mode of transportation and the distances from the materials extrusion to site, shall be submitted to the Architect. 1 VOC emissions from paints used must not exceed the VOC and chemical component limits of Green Seal's Standard GS -11 May 1993 requirements. 2. VO content of anti corrosive coatings used must be less than the current VOC content limits of Green Seal's Standard GC -03 January 1997 requirements. 3 For interior latex paints and coatings not already covered by GS -11 and GC -03 the VOC content of all primers under coating, sealers and clear wood finishes used must be less than 5 grams /liter for eggshell finishes and less than 50 grams /liter for semi -gloss and gloss paints. 4 For alkyd oil -based paints maximum VOC content shall be 380 grams /liter maximum 10% aromatic hydrocarbons content. MATERIALS All paints by Benjamin Moore unless otherwise noted. EXTERIOR PAINT AND STAIN Wood Siding, Soffit, All Exposed New Unfinished Wood Surfaces Metal Doors and Frames All Existing Structural Steel All New Exterior Metal 2 coats Moorcraft Super Spec D T M alkyd Semi Gloss Enamel 224 INTERIOR PAINT AND STAIN MDF Trim and Base Door Frames Interior Gypsum Board Wood Doors and Hemlock Walt Panels Metal Doors and Frames Same as specified for exterior All New Interior Metal Reception Desks NOTE. See Finish List for paint color reference. COLORS: All paint and stain colors shall be verified with the Architect. PAINT AT PARKING LOT Provide and install Benjamin Moore I:M.0 Safety and Zone Marking Alkyd #M56 white color Paint shall be installed according to manufacturer's instructions. Thoroughly clean areas where striping and lettering is to be installed and locate striping and lettering as indicated. Paint International Symbol cif Access, 'Compact' at all compact car spaces as shown on'the Drawings, and No Parking Fire Lane' as shown. Protect paint until dry LEED REQUIREMENTS: Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION 09 91 00-4 1 coat Benjamin Moore Eco Spec Latex Vapor Barrier Primer Sealer #231 2 coats Benjamin Moore Eco Spec Interior Latex Semi -gloss Enamel #224 1 coat Benjamin Moore Eco Spec Latex Vapor Barrier Primer Sealer #231 2 coats Benjamin Moore Eco Spec Interior Latex Eggshell Enamel #223. 2 coats OSMO Polyx -oil 1 coat Benjamin Moore Eco Spec Latex Primer Sealer #231 2 coats Benjamin Moore Eco Spec Interior Latex Semi -gloss Enamel #224 1 coat calatyzed lacquer CLEAN -UP Per Supplementary General Conditions. MATERIALS SECTION 10 00 00 SPECIALTIES GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Supply and install all Specialties as shown on the Drawings and as specified herein. COORDINATION Coordinate and cooperate with all trades whose Work relates in any way to items specified herein so Work progresses smoothly and without delay WARRANTY Per General Conditions and Section 01 00 00 General Requirements. INSPECTION Examine all sub surfaces to receive Work and report in writing to General Contractor with a copy to the Architect, any conditions detrimental to Work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and makes Contractor responsible for any corrections the Architect may require. Commencement of Work will be construed as acceptance of all subsurfaces. DELIVERY AND STORAGE. Deliver and store all items in dry protected areas. Keep free of corrosion or other damage. Replace any damaged items, or parts, at no cost to Owner ANCHORAGE. Furnish and install all anchorage devices required to install the item and its appurtenances complete. Provide anchorage in ample time when required to be built in by other trades. INSTALLATION. Install all items not called for to be installed by manufacturer or supplier Install per details on the Drawings, manufacturer's printed installation instructions and any additional requirements specified. All wall- mounted items shall be securely fastened to solid backing or blocking. CORNER GUARDS Surface Mounted Model #CO -8 Stainless Steel Acroyn by Construction Specialties, install to height of 3' -4' with construction adhesive after paint is installed, at all outside corners designated on the Drawings. Colors selected by the Architect. ENTRY MATS Recessed mat, see Finish List for product reference. KEY BOX. Install key box by Knox for City of Port Angeles Fire Department, recessed type. Order box through Fire Department. Box shall be installed in complete conformance with City of Port Angeles Fire Department requirements MAIL SLOT Install Letterslot #6275 by Cutler Manufacturing Corp. complete with face plate, through wall liner and back finishing frame, color 630 (satin stainless steel) at location shown on the Drawings. Verify exact location with Architect prior to installation. FIRE EXTINGUISHER: Install J L. Industries 'Cosmic 5E' with recessed cabinet, Ambassador" #1015F FX with ADAC option and red FE letters, at locations indicated on the drawings. Paint exterior and interior of cabinet according to Section 09 91 00. Verify color with the Architect. WHITE BOARD Install porcelain enamel market board face sheet No 250 No. 255 with fiberboard back by Lemco, Inc. 800 -615 -3626, sizes and locations as indicated on the Drawings. CONBON BOXES Install boxes at each Exam Rom furnished by Owner CURTAIN TRACK. At rooms indicated on the Drawings, provide Med -Trac Supreme Cubicle Track System by Medline Industries, Inc. 800 633 -5463. Layout configuration shall be as shown on the Drawings and shall be verified with Owner prior to the start of installation. 10 00 00 -1 CURTAIN. At rooms indicated on the Drawings, provide curtain (F -1). See finish List for product reference. See the Drawings for details and sizes. Fabric shall be made into curtains as follows: FULLNESS 50% is equal to a 3" box pleat; 12" on the center 100% is equal to 6" box pleat 12" on center PLEATS 5" centers maximum HEADING 4 wide double fold with washable Buchrum Lining HEM: 4" wide double fold —1 x 1 weights at comers. VERTICAL EDGES: 1 wind double folded. HOOKS #1034 Kirsch Jumbo Pin -on Hook or approved equal hook dimensions as required. LABELING At time of fabrication as to room or area in which they are to be installed Labels to be of a permanent nature. SHIPPING Drapes to be shipped Fan Folded and Poly Bagged LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION 10 00 00-2 SECTION 10 21 13 TOILET COMPARTMENTS GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Supply and install all Toilet Compartments as shown on the Drawings and as specified herein WARRANTY Per General Conditions and Section 01 00 00 General Requirements COORDINATION Coordinate with all other trades whose Work relates to items specified herein for placing of all required backing and furring to insure proper locations. DELIVERY AND STORAGE. Deliver and store all items specified herein in dry protected areas Keep free of corrosion or other damage Replace any damaged items at no cost to Owner FABRICATION GENERAL. Furnish standard doors, panels, screens, and pilasters fabricated for compartment system Furnish units with cutouts, drilled holes, and internal reinforcement to receive partition mounted hardware, accessories, and grab bars as indicated. DOOR DIMENSIONS Unless otherwise indicated furnish 24- inch -wide in- swinging doors for ordinary toilet stalls and 32- inch -wide (clear opening) out swinging doors for stalls equipped for use by handicapped METAL TOILET COMPARTMENTS AND SCREENS Pressure laminate seamless face sheets to core material and seal edges with continuous interlocking strip or with lapped and formed edges. Weld edges and corners with exposed welds ground smooth FLOOR MOUNTED OVERHEAD BRACED COMPARTMENTS Furnish galvanized steel anchorage devices complete with threaded rods lock washers, and leveling adjustment nuts at pilasters to permit structural connection at floor Provide shoe at each pilaster to conceal anchorage HARDWARE. Furnish hardware for each compartment and to comply with ANSI A117 1 for handicapped accessibility and as follows 1 Hinges Cutout inset type, adjustable to hold door open at any angle up to 90 degrees. Provide gravity type, spring- action cam type or concealed torsion rod type to suite manufacturer's standards. 2. Latch and Keeper Manufacturer's standard surface mounted latch unit, designed for handicapped accessibility with combination rubber -faced door strike and keeper 3 Coat Hook: Manufacturer's standard unit, combination hook and rubber tipped bumper sized to prevent door hitting mounted accessories 4 Door Pull: Manufacturer's standard unit for out swinging doors. Provide pulls on both faces of handicapped compartment doors FINISH One of manufacturer's standard colors in each room as selected by Architect. INSTALLATION. Comply with manufacturer's recommended procedures and installation sequence Install compartment units rigid, straight, plumb and level. Provide clearances of not more than 1 /2' between pilasters and panels, and not more than 1 between panels and walls. Secure panels to walls with not less than two stirrup brackets attached near top and bottom of panel. Locate wall brackets so that holes for wall anchorages occur in masonry or tile joints. Secure panels to pilasters with not less than 10 21 13 -1 two stirrup brackets located to align with stirrup brackets at wall. Secure panels in position with manufacturer's recommended anchoring devices ADJUST AND CLEAN HARDWARE ADJUSTMENT Adjust and lubricate hardware for proper operation. Set hinges on in- swinging doors to hold open approximately 30 degrees from closed position when unlatched Set hinges on out swinging doors (and entrance swing doors) to return to fully closed position CLEANING Clean exposed surfaces of partition systems using materials and methods recommended by manufacturer and provide protection as necessary to prevent damage during remainder of construction period MATERIALS TOILET COMPARTMENTS (TP 1) See Finish List for product reference. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION SECTION 10 28 00 TOILET. BATH AND LAUNDRY ACCESSORIES GENERAL. Conditions of the Contract and Division 1 apply to this Section. SCOPE. Supply and install all Toilet, Bath and Laundry Accessories as shown on the Drawings and as specified herein. WARRANTY Per General Conditions and Section 01 00 00 General Requirements. COORDINATION. Coordinate with all other trades whose Work relates to items specified herein for placing of all required backing and furring to ensure proper locations. DELIVERY AND STORAGE. Deliver and store all items specified herein in dry protected areas. Keep free of corrosion or other damage. Replace any damaged items at no cost to Owner INSTALLATION: Install toilet accessory units according to manufacturer's instructions, using fasteners appropriate to substrate as recommended by unit manufacturer Install units plumb and level, firmly anchored in locations and at heights indicated. Install grab bars to withstand a downward load of at least two hundred and fifty pounds (250 lbs.) per foot, complying with ASTM F446 ADJUSTING AND CLEANING Adjust toilet accessories for proper operation and verify that mechanisms function smoothly Replace damaged or defective items. Clean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels and protective coatings. LOCATIONS Install toilet accessories at Women's and Men's WC and Exam Rooms as shown on the Drawings. MATERIALS MIRRORS (GL -3): A' plate with polished edges, frameless size as indicated on the Drawings. Mount with adhesive per manufacturer's instructions. GRAB BARS Bobrick Series #B -5806. Grab bars shall be stainless steel, 18 gauge, 1% diameter exposed mounting all satin finish, location and sizes as indicated on the Drawings. Thoroughly secure grab bars to walls. TOILET PAPER HOLDER: Bobrick #B -3888 recessed, two (2) roll capacity one (1) per Toilet Room PAPER TOWEL DISPENSER AND WASTE RECEPTACLE. Bobrick #B -3944 Provide one (1) per Toilet and Exam Room SOAP DISPENSER. (A1) GOJO #2740 GOJO TFX, grey color or (A2) GOJO #8520 -01 touch free countermount dispenser Install at locations indication on the Drawings. SPECIMEN PASS -THRU CABINET Bobrick B -505, at Rooms WC 127 and HCWC 128 TOILET SEAT COVER DISPENSER: Surface mounted, Bobrick #B -221 1 per Toilet Room SHOWER CURTAIN ROD Bobrick #B -207 at Room Shower 171 SHOWER CURTAIN HOOKS Bobrick #B -204 -1 as required at Room Shower 171 BABY CHANGING TABLE. Bobrick #KB110 -SSWM wall mounted install per manufacturer's recommendations with changing bed at 34" above finish floor 10 28 00 -1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. Bobrick #B -270 mounted per manufacturer's instructions at locations indicated on the Drawings. FLOOR STANDING STAINLESS STELL WASTE RECEPTACLES Bobrick #B -2250 at locations indicated on the Drawings. ROBE HOOKS (H -1 and H -2): Single, Bobrick #B -76717 Provide one (1) at each toilet room Verify location with the Architect. COAT RACK (H -3) Eames Hang -It -All Rack by Herman Miller Provide one (1) per Exam Room and where noted on the Drawings. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED `Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site -and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION SECTION 11 40 00 FOOD SERVICE EQUIPMENT GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE. Install all Owner's new appliances as shown on the Drawings and as specified herein. MATERIALS All appliances shall be furnished by Owner and installed by Contractor Appliances include microwave, refrigerator and dishwasher Contractor shall verify appliance dimensions before ordering cabinets. INSTALLATION. Contractor to provide all labor and material required for a complete installation. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources' credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 11 40 00 -1 SECTION 11 41 00 CABINETS GENERAL. Conditions of the Contract and Division 1 apply to this Section SCOPE Supply and install all Cabinet Work as shown on the Drawings and as specified herein. HANDLING Use all means necessary to protect the materials of this Section before, during and after installation and to protect the installed Work of all other trades In the event of damage, immediately make all repairs and replacements to the Architect's approval at no additional cost to Owner WARRANTY Per General Conditions and Section 01 00 00 General. Requirements SHOP DRAWINGS Submit drawings showing field measured cabinet and countertop dimensions complete layout of cabinets and countertops with appliances and sinks complete layout of work stations and partitions, and details of installation and hardware SAMPLES Provide samples of each cabinet and countertop finish material, 12' x 12' to Architect for approval prior to starting installation. GENERAL REQUIREMENTS Store all materials specified herein away from site at no additional cost to Owner until building is ready to accept installation Have spaces in which work is to be installed enclosed dry and with constant temperature and humidity established Take such field measurements as may be required and be responsible for same Report any major discrepancy between plan and field dimensions to the Architect. Examine areas and conditions of the Work. Correct any detrimental conditions before starting FABRICATION: Complete fabrication, including assembly finishing, and hardware application, before shipment to Project site to maximum extent possible. Disassemble components only as necessary for shipment and installation Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. Shop -cut openings to maximum extent possible, to receive hardware, appliances plumbing fixtures electrical work, and similar items Locate openings accurately and use templates or rough -in diagrams to produce accurately -sized and shaped openings Smooth edges of cutouts and, where located in countertops and similar exposures seal edges with a water resistant coating. INSTALLATION Install all components in strict accordance with the original design and manufacturer's written instructions, anchoring all items firmly into position for long life under hard use. UPPER AND FLOOR SUPPORTED CABINETS Secure upper cabinets to backing in wall in manner adequate to support weight of cabinet and items to be stored therein. Install floor supported counters in proper location to true level and properly secured to walls and floors. Cope cabinet face frames and counters to abutting walls and to adjacent casework. Install without distortion so that doors and drawers fit openings properly and are accurately aligned Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. Install cabinets with no more than a sag bow or other variation from a straight line in 96 inches (3 mm in 2400 -mm) COUNTERTOPS Anchor securely to base units and other support systems as indicated Calk space between backsplash and wall with specified sealant. Install countertops so that there is no more than 1 /8 sag bow or other variation from a straight line in 96 inches Secure backsplashes to tops with concealed metal .brackets at 16' o c. TOUCH -UP AND CLEANING On completion of Work, touch -up all abraded areas on exposed finish Work and wherever required to complete the Work for the Architect's approval. In addition dust and wipe clean all finished surfaces use no harmful solutions. Adjust all operating components 11 41 00 -1 CLEAN -UP Per General Conditions and Section 01 00 00 General Requirements. PLASTIC LAMINATE COUNTER TOPS (PLAM -3) Countertops shall be constructed of 3/4' medium density 48 lb Fiberboard made without formaldehyde, complete with all blocking edges backsplashes, etc, as shown except at sink areas where countertop shall be 3 /4' AC Plywood. Counter tops shall be finished with high pressure plastic laminate with front face, sides and backsplash. Backsplash shall be nominal size 1x4 Plastic laminate shall be Formica brand self edged Plastic Laminate shall be neatly scribed at all abutting surfaces, and shall be applied with approved adhesive in accordance with manufacturer's recommendations. See Finish List for product reference PLASTIC LAMINATE CABINETS (PLAM -1 and PLAM -2) Provide cabinets constructed of 3 /4 medium density fiberboard made without formaldehyde, covered with plastic laminate as specified-above on all surfaces Cabinets shall meet all standards of Architectural Woodwork Institute Section 400 requirements for laminate -clad cabinets. Plastic laminate shall be installed in strict accordance with manufacturer's instructions. Door and drawer fronts shall be flush overlay type with concealed hinges #95 550 by Blum and Accuride #3834 drawer glides. All shelves at lower cabinets shall be adjustable and be mounted with Blum #230 pull out shelf slide. Pulls shall be 4 wire pulls brushed chrome color Install cabinet lock No. 46 -002 with No 36 -031 trim collar and No 20 -052 slot strike by Schiage at cabinets where indicated on the Drawings. Before ordering cabinets Contractor is to verify Owner's appliance dimensions with Owner Plastic laminate shall be Formic brand. See Finish List for color reference SOLID SURFACE COUNTERTOPS (SDSU -1) Silestone quartz, 3 cm thickness with square edge stone series. Install in strict accordance with manufacturer's recommendations. See Finish List for color reference SHELF STANDARDS AND BRACKETS Knape Vogt #85AND double slotted 16 gauge steel standards and #185 double brackets LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED 'Materials and Resources credit. Documentation including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation and the distances from the materials extrusion to site shall be submitted to the LEED Champion END OF SECTION*** r ti SECTION 13 09 00 X -RAY EQUIPMENT GENERAL. Conditions of the Contract and Division 1 apply to this Section WARRANTY Per General Conditions and Section 01 00 00 General Requirements. SCOPE. X -ray equipment shall be furnished and installed by Owner (OFOI) Contractor shall coordinate with the Owner and X -ray machine installer including but not limited to required structure and blocking to support X -ray equipment. See structural drawing for X -ray support system Contractor shall coordinate all subcontractors to meet the needs of the X -ray installer The Contractor shall comply with lead shielding requirements per the attached Appendix A, Radiation Shielding Design dated May 21 2008 MATERIALS AND INSTALLATION. X -ray drawings are included in the bid package for Contractor's information only and cost of X -ray equipment shall not be included in the bid proposal. END OF SECTION 130900 -1 1 SUBMITTALS SECTION 14 24 00 HYDRAULIC ELEVATORS GENERAL. Section includes One (1) AMEE 21 -HLS hydraulic passenger elevator as shown and specified. Elevator work includes 1 Commercial, standard pre- engineered hydraulic passenger elevators 2. Elevator car enclosures, hoistway entrances and signal equipment. 3. Jacks. 4 Operation and control systems. 5 Accessibility provisions for physically disabled persons. 6. Equipment, machines, controls, systems and devices as required for safely operating the specified elevators at their rated speed and capacity 7 Materials and accessories as required to complete the elevator installation PRODUCT DATA. Submit product data for the following (1) Elevator car enclosures and hoistway entrances and (2) Operation control, and signal systems. SHOP DRAWINGS (1) Show equipment arrangement in the machine room pit and hoistway Provide plans elevations, sections and details of assembly erection, anchorage and equipment location. (2) Indicate elevator system capacities, sizes, performances, safety features, finishes and other pertinent information (3) Show floors served, travel distances, maximum loads imposed on the building structure at points of support and all similar considerations of the elevator work. (4) Indicate electrical power requirements and branch circuit protection device recommendations. COLOR SELECTION Submit color charts of exposed finishes and materials for selection CERTIFICATES Inspection and acceptance certificates of elevator system installation. QUALITY ASSURANCE INSTALLER QUALIFICATIONS The manufacturer or an authorized agent of the manufacturer with not less than five years of satisfactory experience installing elevators equal in character and performance to the project elevators REGULATORY REQUIREMENTS (1) ASME A17 1 Safety Code for Elevators and Escalators latest edition or as required by the local building code. (2) City of Port Angeles Building Code and State of Washington. (3) NFPA 70 National Electrical Code. (4) NFPA 80 Fire Doors and Windows (5) Americans with Disabilities Act Accessibility Guidelines (ADAAG) FIRE -RATED ENTRANCE ASSEMBLIES Opening protective assemblies including frames, hardware and operation shall comply with ASTM E152, UL 10B and NFPA Standard 80 Provide entrance assembly units bearing UL Class B labels. INSPECTION AND TESTING Elevator Installer shall obtain and pay for all required inspections, tests permits and fees for elevator installation. Arrange for inspections and make required tests. Deliver to the Owner upon completion and acceptance of elevator work. 142400 -1 DELIVERY STORAGE AND HANDLING. Deliver elevator materials, components and equipment in manufacturer's protective packaging. Store materials in a dry protected area. Protect and handle materials in accordance with manufacturer's recommendations to prevent damage, soiling or deterioration. PROJECT CONDITIONS Elevators shall not be used for any purpose during the construction period before Substantial Completion. Elevators shall be free of damage or deterioration at time of Substantial Completion. Cost to repair damaged materials and finishes and replace worn or defective components to restore elevators to their original condition shall be paid by the user PAINTING Except as otherwise specified, paint ail metal work provided by the elevator manufacturer and installer Provide all ferrous metals installed in the hoistway shop primed with a rust inhibitive primer WARRANTY Submit elevator manufacturer's standard written warranty agreeing to repair restore or replace defects in elevator work materials and workmanship not due to ordinary wear and tear or improper use or care for 12 months from date of Substantial Completion. MAINTENANCE. Furnish maintenance and call back service for a period of twelve (12) months for each elevator from date of Substantial Completion. Service shall consist of periodic examination of the equipment, adjustment, lubrication, cleaning, supplies and parts to keep the elevators in proper operation. Maintenance work, including 24 hour per -day 7 day per -week emergency call back repair service shall be performed by trained employees of the elevator contractor during regular working hours. PRODUCTS MANUFACTURER: Thyssen Krupp Elevator Systems, Memphis, TN MATERIALS GENERAL. Colors, patterns, and finishes: As selected by the Architect from manufacturer's full range of standard colors, patterns, and finishes. STEEL 1 Shapes and bars. ASTM A 36 2. Sheet: ASTM A 366 cold rolled steel sheet, commercial quality Class 1 matte finish, stretcher leveled 3. Finish. Factory- applied baked enamel STAINLESS STEEL 1 Shapes and bars: ASTM A 276 Type 304 2. Tubing: ASTM A 269 Type 304 3 Finish. NAAMM No. 4 satin finish ALUMINUM 1 Sheet and plate. ASTM B 209 alloy 6063 -T52 2. Extrusions: ASTM B 221 alloy 6063 -T52 3. Finish. NAAMM, clear anodized 4 Finish AAMA, 605.2 high performance organic coating NICKEL SILVER: ASTM B 151 extrusions, alloy UNS No. C74500 polished finish PLASTIC LAMINATE. Decorative high pressure type, complying with NEMA LD3 Type GP -50 General Purpose Grade, nominal 0 050' thickness. 1 Color /Pattern: Solid color 2. Finish. Matte. HOISTWAY EQUIPMENT PLATFORM: Fabricated frame of formed or structural steel shapes, gusseted and rigidly welded with a wood subfloor Underside of the platform shall be fireproofed SLING Steel stiles affixed to a steel crosshead and bolstered with bracing members to remove strain from the car enclosure GUIDE RAILS Steel, omega shaped fastened to the building with steel brackets. GUIDE SHOES Slide guides shall be mounted on top and bottom of the car and counterweight frame and be held in contact with the guide rail by adjustable devices GUIDE RAIL LUBRICATORS Provide a leakproof reservoir on top of upper guide shoes. Wool felt wiper shall apply an even uniform flow of lubricant which shall thoroughly cover face of guide rail. BUFFERS Provide substantial buffers in the elevator pit. Mount buffers on continuous channels fastened to the elevator guide rail or securely anchored to the pit floor Provide extensions if required by project conditions. TWIN POST TELESCOPIC JACK. Jack unit shall be of sufficient size to lift the gross load the height specified Factory test jack to insure adequate strength and freedom from leakage. Brittle material, such as gray cast iron, is prohibited in the jack construction. Jack unit shall consist of the following components: 1 Heavy seamless steel tubing plunger accurately turned and polished. 2. Stop ring shall be electrically welded to the plunger to positively prevent plunger leaving the cylinder 3 Internal guide bearing. 4 Packing or seal of suitable design and quality 5 Drip ring around cylinder top 6. Cylinder made of steel pipe and provided with a pipe connection and air bleeder 7 Weld brackets to the jack cylinder for supporting the elevator on pit channels. An auxiliary safety bulkhead shall be provided in the lower end of the cylinder 8. Jack cylinder and underground piping shall be double wrapped with an approved coating designed to help protect it from electrolytic and chemical corrosion AUTOMATIC TERMINAL LIMITS Place electric limit switches in the hoistway near the terminal landings Limit switches shall be designed to cut off the electric current and stop the car if it runs beyond either terminal landing AUTOMATIC SELF LEVELING Provide each elevator car with a self leveling feature to automatically bring the car to the floor landings and correct for overtravel or undertravel. Self- leveling shall, within its zone be automatic and independent of the operating device. The car shall be maintained approximately level with the landing irrespective of its load. FAILURE PROTECTION Design electrical control circuit so if a malfunction occurs due to motor starter failure, oil becoming low in the system or the car failing to reach a landing in the up direction within a pre- determined time, the elevator car will automatically descend to the lowest terminal landing If power operated doors are used the doors will automatically open when the car reaches that landing to allow passengers to depart. The doors will then automatically close and all control buttons except the 'door open' button in the car station, shall be made inoperative. WIRING PIPING AND OIL. Provide all necessary hoistway wiring in accordance -with the National Electrical Code. All necessary pipe and fittings shall connect the power unit to the jack unit. Provide proper grade oil. 14 24 00 3 POWER UNIT EMERGENCY TERMINAL STOPPING DEVICE. Provide emergency terminal stopping devices for speeds over 100 FPM The emergency terminal stopping device shall operate independently of the normal terminal stopping device if it fails to slow down the car at the terminal as intended. Stopping devices shall not be prevented from functioning by a single short circuit caused by a combination of grounds or by other conditions. Normal and emergency terminal stopping devices shall not control the same controller switches unless two or more separate and independent switches are furnished two or which shall be closed in either direction of travel to complete the circuit to the control valve solenoids in the down direction and to complete the circuit to the pump motor for the up direction of travel. POWER UNIT (OIL PUMPING AND CONTROL MECHANISM): A self- contained unit consisting of the following items. 1 Oil reservoir with tank cover and controller compartment with cover 2. An oil hydraulic pump 3 An electric motor 4 Oil control unit with the following components built into single housing; high pressure relief valve, check valve, automatic unloading up start valve, lowering and leveling valve, and magnetic controller PUMP Positive displacement type pump specifically manufactured for oil- hydraulic elevator service. Pump shall be designed for-steady discharge with minimum pulsations to give smooth and quiet operation. Output of pump shall not vary more than 10 percent between no load and full load on the elevator car DRIVE. Drive shall be by direct coupling with the pump and motor submerged in the oil reservoir to insure maximum factor of safety Drive type shall be determined based primarily on the load on the car travel, and speed. MOTOR: Standard manufacture motor specifically designed for oil hydraulic elevator service. Duty rating shall comply with specified speeds and Toads. OIL CONTROL UNIT The following components shall be built into a single housing Welded manifolds with separate valves to accomplish each function are not acceptable. Adjustments shall be accessible and be made without removing the assembly from the oil line. 1 Relief valve shall be externally adjustable and be capable of bypassing the total oil flow without increasing back pressure more than 10 percent above that required to barely open the valve. 2. Up start and stop valve shall be externally adjustable and designed to bypass oil flow during start and stop of motor pump assembly Valve shall close slowly gradually diverting oil to or from the jack unit, ensuring smooth up starts and up stops. 3. Check valve shall be designed to close quietly without permitting any perceptible reverse flow 4 Lowering valve and leveling valve shall be externally adjustable for drop -away speed, lowering speed leveling speed and stopping speed to ensure smooth 'down' starts and stops. The leveling valve shall be designed to level the car to the floor in the direction the car is traveling when slowdown is initiated. POWER CONTROLLER. Power controller shall contain electrical contactors, electro- mechanical switches and thermal overload relays. Mount components in a NEMA 1 14 24 00 4 enclosure Logic control system shall be microprocessor based and protected from environmental extremes and excessive vibrations. REDUCED VOLTAGE STARTING Provide a solid state starter to limit current inrush during starting and to provide gradual acceleration of the motor Motor starting shall not be initiated by mechanical contacts Starter shall include a current limit adjustment range of 200 percent to 450 percent of the overload adjustment range Provide an integral fault detection and diagnostic system HOISTWAY ENTRANCES DOORS AND FRAMES Provide complete hollow metal type hoistway entrances at each hoistway opening. Manufacturer's standard entrance design bearing Underwriters Laboratories 'B' labels and consisting of 14 gauge frames with 2 inch profile, 16 gauge doors, hangers, hanger supports, hanger covers, fascia plates, sight guards, and necessary hardware. Elevator wall interface with hoistway entrance assembly shall comply with elevator manufacturer's requirements. DOORS Flush construction. Stainless steel: ASTM A 167 Type 304 stainless steel panels, No. 4 satin finish both levels. FRAMES Formed construction Stainless steel: ASTM A 167 Type 304 formed stainless steel sheet, No 4 satin finish both levels. INTERLOCKS Equip each hoistway entrance with an Underwriters Laboratories 'B' label approved type interlock tested as required by code. Interlock shall be designed to prevent operation of the car away from the landing until the doors are locked in the closed position as defined by code and shall prevent opening the doors at any landing from the corridor side unless the car is at rest at that landing or is in the leveling zone and stopping at that landing DOOR HANGER AND TRACKS Provide sheave type two point suspension hangers and tracks for each hoistway sliding door HOISTWAY SILLS Extruded, with grooved surface, 1/4 inch thickness. Aluminum ASTM B 221 aluminum, mill finish. CAR ENCLOSURE Sheaves: Polyurethane tires with ball bearings properly sealed to retain grease. Hangers. Provide an adjustable slide to accommodate the up- thrust of the doors. Tracks. Drawn steel shapes, smooth surface and shaped to conform to the hanger sheaves. WALLS Cab type DAP -V reinforced 16 gauge cold rolled steel with two coats factory applied baked enamel finish with applied custom wood panels. See Finish List for product reference. CANOPY Reinforced 14 gauge cold rolled steel with hinged exit. Finish. Two coats factory applied reflective baked enamel. CEILING Island downlight type halogen lighting with custom made wood panels, see Finish List for product reference. METAL PANS Stainless steel, No 4 satin Cab Columns Front, and Transom Stainless steel, No 4 satin finish 14 24 00 5 DOOR. Horizontal sliding car door reinforced with steel for panel rigidity Hang door on sheave type hangers with polyurethane tires that roll on a polished steel track and are guided at the bottom by non metallic shoes sliding in a smooth threshold groove. Door Finish. Stainless steel, No 4 satin finish. Cab Sills Extruded, with, grooved surface, 1/4 inch (6 4 mm) thickness. Aluminum ASTM B 221 aluminum mill finish. HANDRAIL. Continuous cylindrical metal tube handrail with ends curved to the wall, nominal 1 5' in diameter stainless steel satin finish, lacquered. Provide at rear /side walls only VENTILATION* Two speed exhaust fan mounted on the car top PAD BUTTONS: Provide pad buttons on cab front(s) and walls. Provide one set of vinyl protection pads for the project. BASE. Stainless Steel, No 4 satin finish FINISHED FLOOR. See Finish List for product reference. CAR TOP INSPECTION Provide a car top inspection station with an 'emergency stop switch and constant pressure 'up -down direction buttons to make the normal operating devices inoperative and give the inspector complete control of the elevator Mount the car top inspection station in the door operator assembly DOOR OPERATION DOOR OPERATION. Provide a direct current motor driven heavy duty operator designed to operate the car and hoistway doors simultaneously Door movements shall be electrically cushioned at both limits of travel and the door operating mechanism shall be arranged for manual operation in event of power failure. Doors shall automatically open when car arrives at the landing and automatically close after an adjustable time interval or when the car is dispatched to another landing Direct drive geared operators, AC controlled units with oil checks, or other deviations are not acceptable. 1 No Un- Necessary Door Operation Car door shall open only if the car is stopping for a car or hall call, answering a car or hall call at the present position or selected as the next car up. 2. Door Open Time Saver If a car is stopping in response to a car call assignment only (no coincident hall call) the current door hold open time is changed to a shorter field programmable time when the electronic door protection device is activated 3 Double Door Operation. When a car stops at a landing with concurrent up and down hall calls, no car calls and no other hall call assignments, the car door opens to answer the hall call in the direction of the car's current travel. If an onward car call is not registered before the door closes to within 6 inches of fully closed, the travel will reverse and the door will reopen to answer the other call. 4 Nudging Operation The doors shall remain open as long as the electronic detector senses the presence of a passenger or object in the door opening If door movement is obstructed for a field programmable time a buzzer will sound and the doors will close at reduced speed. If the infra -red door protection system detects a person or object while closing, the doors will stop and resume closing after the obstruction has been removed. 5 Limited Door Reversal: If the doors are closing and an infra -red beam is interrupted, the doors will reverse and reopen partially After the obstruction is cleared, the doors will begin to close. 6. Door Open Sentinel: If the doors are opening, but do not fully open after a field adjustable time, the doors will recycle closed then open six times to try and correct the fault. 142400 -6 7 Door Close Sentinel: If the doors are closing but do not fully close after a field adjustable time the doors will recycle open then close six times to try and correct the fault. 8. Door Close Assist: When the doors have failed to fully close and are in the recycle mode, the door drive motor shall have increased torque applied to possibly overcome mechanical resistance or differential air pressure and allow the door to close. DOOR PROTECTION DEVICES Provide a door protection system using 40 microprocessor controlled infra -red light beams. The beams shall project across the car opening detecting the presence of a passenger or object. If door movement is obstructed the doors shall immediately reopen A mechanical reopening device is not acceptable CAR OPERATING STATION GENERAL. The main car control in each car shall contain the devices required for specific operation mounted in a No 4 satin finish stainless steel integral swing return panel requiring no applied faceplate. The panel shall consist of a series of fixture rows, for optimum viewing and accessibility 1 The lowest fixture row shall contain the door open 'door close, 'alarm' buttons and a keyed emergency stop switch. 2. Intermediate fixture rows shall contain floor buttons which illuminate when a call is registered and remain illuminated until the call is answered. Raised floor indications and handicap symbols shall be located immediately adjacent to the floor buttons and be fully integrated in the module design No applied symbols or floor indications or symbols on the buttons shall be permitted. 3 The next fixture row shall contain required switches. 4 The top fixture row shall contain fire service features in accordance with ASME A17 1 Rule 211 3 including operating instructions. POSITION INDICATOR. An electronic dot matrix position indicator inclined 20 degrees from vertical and mounted in a module matching the control panel for optimum viewing As the car travels, its position in the hoistway shall be indicated by the illumination of the alpha /numeric character corresponding to the landing which the elevator is stopped or passing. EMERGENCY LIGHT An emergency light and capacity plate shall be integrated into a module inclined 20 degrees from vertical. Emergency Tight shall illuminate automatically upon loss of the building's normal power supply EMERGENCY COMMUNICATIONS SYSTEM Provide an emergency communications device mounted in the swing return. Emergency communications device shall comply with Americans with Disabilities Act (ADA) requirements. COLUMN MOUNTED CAR RIDING LANTERN: A car riding lantern shall be installed in the elevator cab and located in the entrance. The lantern when illuminated, will indicate the intended direction of travel. The lantern will illuminate and a signal will sound when the car arrives at a floor where it will stop The lantern shall remain illuminated until the door(s) begin to close. SPECIAL ACCESSORIES Independent service switch Inspection switch. Two speed fan /light switch. CONTROL SYSTEMS CONTROLLER. The TAC -20 elevator control system shall be microprocessor based and software oriented and be linked together for purposes of communication by a serial communications link. Control of the elevator shall be automatic in operation by means of push 14 24 00 7 buttons in the car numbered to correspond to floors served, for registering car stops, and by 'up -down' push buttons at each intermediate landing and 'call' push buttons at terminal landings. Momentary pressing of one or more buttons shall dispatch the car to the designated landings in the order in which the landings are reached by the car irrespective of the sequence in which the buttons are pressed Each landing call shall be cancelled when answered. When the car is traveling in the up direction, it shall stop at all floors for which car buttons or 'up hall buttons have been pressed. The car shall not stop at floors where 'down' buttons have been pressed, unless the stop for that floor has been registered by a car button or unless the down call is at the highest floor for which any buttons have been pressed. Pressing the 'up button when the car is traveling in the down direction shall not intercept the travel unless the stop for that floor has been registered by a car button or unless the up call is the lowest for which any button has been pressed When the car has responded to its highest or lowest stop and stops are registered for the opposite direction its direction of travel shall reverse automatically and it shall then answer the calls registered for that direction. If both up and down calls are registered at an intermediate floor only the call corresponding to the direction of car travel shall be canceled upon the stopping of the car at the landing. MICROPROCESSOR: Locate the main microprocessor and car controller behind the elevator swing return panel. Microprocessor door operator shall reside in the door operator and control all functions of the elevator door(s) Microprocessor selector shall reside on the car top and contain hall effect transducers that detect magnetic fields. Locate the magnetic fields on a perforated metal tape that runs the length of the hoistway SIMPLEX SELECTIVE COLLECTIVE OPERATION: The system shall operate on a real time response, demand basis, constantly scanning and calculating the most efficient car assignment. Hall call assignments shall be based on the availability of the car and shall be based primarily on the principle of the nearest car selection and priority call assignment. Car available status is determined based on following input: 1 Car position 2. Direction of car travel. 3. Car calls registered. 4 Direction and unanticipated delay 5. Perform new calculation and reassignment for each occurrence. KEY OPERATED SWITCH Provide a key operated switch in the elevator for the purpose of removing the car from normal operation. When the switch is in the 'independent service position, the elevator will bypass all landing calls and answer only car calls. The operator will have complete control over the operation of the car EMERGENCY POWER 10D -4A. In the event of a normal power supply failure, the elevator system shall operate from an emergency power supply The emergency power supply including transfer switch and auxiliary contacts, is provided as part of the work of Division 16 and shall be available to all elevator(s) in the system through the normal power feeders 1 Emergency power shall be of the same characteristics as the normal power and have the same phase rotation. 2. A signal to the elevator system shall be provided approximately 20 seconds before normal power is restored to the system or testing of emergency power when normal power is present. 3. Provide circuitry so after normal failure and establishment of emergency power one elevator at a time shall proceed to a pre selected landing where it will stop with doors open and its power and operating circuits in an inoperative standby condition. 142400 -8 EXECUTION HALL STATIONS After each elevator has completed its cycle, a pre selected elevator shall resume normal operation from the emergency power supply In the event the selected car fails to operate, another elevator shall be automatically selected GENERAL. Buttons shall illuminate to indicate call has been registered at that floor for the indicated direction Faceplates shall be No 4 satin finish stainless steel. Provide one set of risers. Each terminal station shall contain one illuminating pushbutton Each intermediate station shall consist of two illuminating pushbuttons, one for the up direction and one for the down position. Phase 1 firefighters service keyswitch, with instructions, shall be incorporated into the hall station at the designated level. FLOOR IDENTIFICATION PADS Provide door jamb pads at each floor Jamb pads shall comply with Americans with Disabilities Act (ADA) requirements. MISCELLANEOUS ELEVATOR COMPONENTS OIL HYDRAULIC SILENCER. Install an oil hydraulic silencer (muffler device) at the power unit location Silencer shall contain pulsation absorbing material inserted in a blowout proof housing arranged for inspecting interior parts without removing unit from oil line Rubber hose without blowout proof features will not be acceptable. VIBRATION PADS Mount vibration pads under the power unit assembly to isolate the unit from the building structure. SOUND INSULATING PANELS When pump and motor are not submerged, provide panels manufactured of reinforced 14 gauge steel with 1 inch (25 mm) thick 1 1/2 pound fiberglass core attached to interior and mounted on all four open sides of the power unit frame. "SOUND ISOLATING COUPLINGS When pump and motor are not submerged, install a minimum of two couplings in the oil line in the machine room between pump and jack. EXAMINATION: Before starting elevator installation inspect hoistway hoistway openings, pits and machine rooms, as constructed, verify all critical dimensions, and examine supporting structures and all other conditions under which elevator work is to be installed. Do not proceed with elevator installation until unsatisfactory conditions have been corrected in a manner acceptable to the installer Installation constitutes acceptance of existing conditions and responsibility for satisfactory performance. INSTALLATION. Install elevator systems components and coordinate installation of hoistway wall construction Work shall be performed by competent elevator installation personnel in accordance with ASME A17 1 manufacturer's installation instructions and approved Shop Drawings. Comply with the National Electrical Code for electrical work required during installation. Perform work with competent, skilled workmen under the direct control and supervision of the elevator manufacturer's experienced foreman Supply in ample time for installation by other trades, inserts, anchors, bearing plates brackets, supports, and bracing including all setting templates and diagrams for placement. WELDED CONSTRUCTION Provide welded connections for installation of elevator work where bolted connections are not required for subsequent removal or for normal operation, adjustment, inspection, maintenance and replacement of worn Parts. Comply with AWS standards for workmanship and for qualification of welding operators. 14 24 00 9 COORDINATION Coordinate elevator work with the work of other trades, for proper time and sequence to avoid construction delays. Use benchmarks, lines and levels designated by the Contractor to ensure dimensional coordination of the work. Install machinery guides, controls, car and all equipment and accessories to provide a quiet, smoothly operating installation, free from side sway oscillation or vibration. SOUND ISOLATION Mount rotating and vibrating elevator equipment and components on vibration absorption mounts, designed to effectively prevent the transmission of vibrations to the structure, and eliminate sources of structure -borne noise from the elevator system. ALIGNMENT Coordinate installation of hoistway entrances with installation of elevator guide rails for accurate alignment of entrances with cars. Where possible delay final adjustment of sills and doors until car is operable in shaft. Reduce clearances to minimum safe, workable dimensions at each landing Erect hoistway sills headers, and frames before erection of rough walls and doors, erect fascias and toe guards after rough walls finished. Set sill units accurately aligned and slightly above finish floor at landings. Lubricate operating parts of system as recommended by ThyssenKrupp Elevator FIELD QUALITY CONTROL ACCEPTANCE TESTING Upon completion of the elevator installation and before permitting use of elevator perform acceptance tests as required and recommended by Code and governing regulations or agencies. Perform other tests, if any as required by governing regulations or agencies. Advise Owner Contractor Architect, and governing authorities in advance of dates and times tests are to be performed on the elevator ADJUSTING Make necessary adjustments of operating devices and equipment to ensure elevator operates smoothly and accurately CLEANING Before final acceptance, remove protection from finished surfaces and clean and polish surfaces in accordance with manufacturer's recommendations for type of material and finish provided PROTECTION At time of Substantial Completion of elevator work, or portion thereof provide suitable protective coverings, barriers, devices, signs, or other such methods or procedures to protect elevator work from damage or deterioration. Maintain protective measures throughout remainderof construction period. DEMONSTRATION: Instruct Owner's personnel in proper use, operations, and daily maintenance of elevators. Review emergency provisions, including emergency access and procedures to be followed at time of failure in operation and other building emergencies. Train Owner's personnel in normal procedures to be followed in checking for sources of operational failures or malfunctions. Make a final check of each elevator operation, with Owner's personnel present, immediately before date of substantial completion. Determine that control systems and operating devices are functioning properly 14 24 00 10 ELEVATOR SCHEDULE. Elevator No. #1 1 Elevator Model: 2. Rated Capacity 3. Rated Speed: 4 Operation System: 5. Travel: 6. Openings: Front: 7 Clear Car Inside: 8. Platform Size: 9 Cab Height 10 Hoistway Entrance Size: 11 Door Type: 12. Door Operation: 13. Power Characteristics: 14 Special TKE AMEE 21 -HLS, Plan 1 2,100 pounds. 100 FPM Simplex Selective collective automatic 10' 4 verify prior to ordering elevator Two (2) total (front of hoistway) Two (2) 5' 8' wide x 4 3' deep. 6' -0' wide x5'- 1'/2 deep Nominal 8' -0' 7' -0' high x3' -6' wide. Single Speed Automatic, direct current powered. 480 volts, 3 Phase, 60 Hz (verify) Provide protective wall pads. Provide battery powered lowering. LEED REQUIREMENTS Contractor shall make the greatest possible use of material processed and manufactured within required distance of the project site for a LEED "Materials and Resources credit. Documentation, including project cut sheets literature, letters from manufacturers or other evidence showing the distances from the final point of manufacture to the site and mode of transportation, and the distances from the materials extrusion to site shall be submitted to the LEED Champion. END OF SECTION 14 24 00 -11 111 II a II 1111Th 1/1 1ii Stantec Tel 604-696 -6000 Fa 604 696.9100 Rev 8 Code No. (Material ACT 1 ACOUSTIC TILE AP -1 ACOUSTICAL PANELING AP -2 B -1 BB -1 BL 1 CLG -1 1w2008 ACOUSTICAL PANELING MDF BASE BLINDS WOOD CEILING PANELS Family Medicine Port Angeles Clinic TITLE Interior Finishes DATE 21-Jul-08 Ma n ufacturerlSuo pile r CGC CONTACT MELODIE SCHWARTZMAN TEL. 778 -840 -1012 OR APPROVED ALTERNATE I.B.I SERVICES CONTACT DONALD McLENNAN TEL. 604 266 -2443 OR APPROVED ALTERNATE LB.! SERVICES CONTACT DONALD McLENNAN TEL 604-266-2443 OR APPROVED ALTERNATE GENERAL CONTRACTOR BULLETIN BOARD FORBO CONTACT MONA NARAYAN TEL. 604 -318 -0522 CASCADIA DESIGN CONTACT MARK BROMLEY TEL. 604-739-0966 OR APPROVED ALTERNATE CASCADIA DESIGN CONTACT MARK BROMLEY TEL. 604-739-0966 OR APPROVED ALTERNATE Product Ref 2' x4'x3/4" T -BAR RECESSED 88785 DECOUSTICS HIGH IMPACT RESISTANT/TACKABLE H.I.R. 1 THICKNESS 1 1/8' DECOUSTICS AP 1' THICK FLAT WALL PANELS MDF FORBO BULLETIN BOARD COLOR: 2182 (GREY) TELESHADE SYSTEM ROLLER BLIND MANUAL OPERATION INTERIOR SUN CONTROL FABRICS PHIFER SHEER WEAVE STYLE 2390 OPENING' 3% 9WOOD 1000S WOOD GRILLES TYPE: 1100 STYLE CROSS BACK #1126 -3 SIZE: 1 3 /8' x 5 114' (NET) 3 MEMBERS /LF REVISION Color /Finish Ref MARS CLIMAPLUS WHITE Location (Room Areal FINISH: FABRIC WRAPPED PCC 135 136 REFER TO F -2 FINISH: FABRIC WRAPPED PCC 135 136 REFER TO F -1 PAINTED WITH P -1 COLOR: OYSTER PEARL GREY REF: P14 FASCIA COLOR: ANODIZED PLATINUM SPECIES. HEMLOCK FINISH: CLEAR LACQUER SATIN SHEEN Iss.lRe De oria#o DATE (Remarks (ISSUE FOR TENDER OFFICES, MEETING AREAS PROVIDE SAMPLE FOR APPROVAL THROUGHOUT UNLESS PROVIDE SAMPLE FOR APPROVAL NOTED OTHERWISE REFER TO ARCHITECTURAL PROVIDE SAMPLE FOR APPROVAL DRAWINGS REFER TO BLIND SCHEDULE PROVIDE SAMPLE FOR APPROVAL WOOD CEILING PANELS PROVIDE SAMPLE FOR APPROVAL REFER TO ARCHITECTURAL DWGS 121- Jul -08 PROVIDE SAMPLE FOR APPROVAL FIRE TESTING: ASTM 5 -84 SIZE. REFER ARCHITECTURAL DWGS FOR LOCATIONS AND SIZES CONTRACTOR TO ALIGN FACE OF AP 1 AND AP -2 PROVIDE SAMPLE FOR APPROVAL FIRE TESTING: CAD/ULC- S102 -M88 STANDARD SIZE. 2 x 8 REFER ARCHITECTURAL DWGS FOR LOCATIONS AND SIZES CONTRACTOR TO ALIGN FACE OF AP -1 AND AP -2 Stantec Tel 604. 686 -8000 Fa 604 696 -6100 Rev Code No. +Material CLG -2 CEILING CLOUDS CONC -1 CPT 1 CPT -2 91 F 3 2009 CONCRETE CARPET (general grey) CARPET TILE TANDUS CONTACT STEPHEN HYNDES TEL. 604 -880 -8025 FABRIC (Green Drapery) FABRIC (Neutral) Family Medicine Port Angeles Clinic TITLE Interior Finishes DATE 21,1uI-08 Manufacturer /Supplier ARMSTRONG CEILINGS CONTACT USA DALTON TEL. 604 -277 -2003 GENERAL CONTRACTOR DESIGN 2 SPEC CONTACT KATIE BOOTH TEL 604-351-6080 OR LOCAL DISTRIBUTION MAHARAM CONTACT SHANNON HOLLMAN- MERZ TEL. 780- 483 -0459 9 FABRIC (acoustic MAHARAM wall panels fabric) CONTACT SHANNON HOLLMAN- MERZ TEL. 780 -483 -0459 Product Ref SOUND SCAPES NOMINAL 4' X 8' 4' X 4' SHAPE GRID, ITEM: 5449 LARGE RECTANGLE 5450 DECK HANGING SEALED CONCRETE WITH EXPOSED AGGREGATE BENTLEY PRINCE STREET BARE EARTH STYLE 88112006301 TOTAL THICKNESS: 0.157 in C&A MOXIE STYLE: 02334 SIZE: 18' TILE SPAN 283080 CONTENTS. 76% POLYESTER 24% INHERENTLY FLAME RETARDANT POLYESTER BLINK 90470 CONTENT 100% POLYESTER WIDTH: 54' MAHARAM SPAN 283080 CONTACT SHANNON HOLLMAN- CONTENTS: 76% MERZ POLYESTER TEL, 780- 483 -0459 24% INHERENTLY FLAME RETARDANT POLYESTER WIDE: 54' REVISION Color /Finish Ref COLOR: WHITE REF 5922TWC NATURAL AGGREGATE MIX HAVE LIGHT AND MEDIUM AGGREGATE BLEND SEE SPECIFICATION FOR SEALERS OXIDATION REF 888770 PLATEAU REF 46009 COLOR. ALOE REF:012 PATTERN' DRIZZLE COLOR:# 003 COLOR: EXHALE REF:005 'Location (Room Area) !Remarks CEILING SEE DWGS FOR PROVIDE SAMPLE FOR APPROVAL LOCATIONS AND SIZES GENERAL FLOORING UNLESS OTHERWISE NOTED OPEN OFFICE 201 CONFERENCE 202, BRIDGE 212, OFFICE 206, 211 221 223, CORRIDOR 204 PRIVACY CURTAIN FOR RADIOLOGY CHANGE ROOMS Iss. /Rev De erlpeon 1 IISSUE FOR TENDER PROVIDE SAMPLE FOR APPROVAL GEMBA 180, PARTNERS 167 PROVIDE SAMPLE FOR APPROVAL MANAGER'S OFFICE 133, ADMIN 168 PROVIDE SAMPLE FOR APPROVAL PCC AREA TO BE USED ON ASTM E84 RATING ACOUSTIC WALL PANELS REFER TO ARCHITECTURAL DWGS FOR LOCATIONS DATE (21- Jul -08 PROVIDE SAMPLE FOR APPROVAL FABRIC IS TO BE DOUBLE FOLDED FRONT BACK PRIVACY CURTAIN FOR PROVIDE SAMPLE FOR APPROVAL EXAM ROOMS, RADIOLOGY FABRIC IS TO BE DOUBLE FOLDED FRONT CHANGE ROOMS BACK Stantec Tel 604-696 -9000 Fa 604 60646100 1Rev !Code No. !Material GL 1 GLASS PL -1 2005 Family Medicine Port Angeles Clinic TITLE Interior Finishes DATE 21 Jul -08 Manufacturer /Supplier GENERAL CONTRACTOR !Product Ref CLEAR FLOAT TEMPERED THICKNESS: SEE SPECIFICATION REVISION Ios.IRev Description DATE 1 I I (ISSUE FOR TENDER j21 -Jul-06 C olor /Finish Ref Location (Room Area) Remarks CLEAR REFER TO ARCHITECTURAL PROVIDE SAMPLE FOR APPROVAL DRAWINGS THICKNESS OF GLASS TO BE ENGINEERED TO AVOID RATTLING GL -2 GLASS GENERAL CONTRACTOR LAMINATED GLASS 3M FILM MILKY WHITE REFER TO ARCHITECTURAL PROVIDE SAMPLE FOR APPROVAL TO TRANSLUCENT LAMINATED GLASS DRAWINGS CONFIRM OPACITY WITH ARCHITECT THICKNESS. SEE TRANSLUCENT BUT SPECIFICATION PROVIDES VISUAL PRIVACY GL -3 GLASS GENERAL CONTRACTOR MIRROR TEMPERED MIRROR WC REFER TO PROVIDE SAMPLE FOR APPROVAL THICKNESS: SEE ARCHITECTURAL DRAWINGS SPECIFICATION GL-4 GLASS GENERAL CONTRACTOR BACK PAINTED GLASS BACKSPLASH KITCHENS REFER TO PROVIDE SAMPLE FOR APPROVAL THICKNESS: SEE PAINT COLOUR TO BE ARCHITECTURAL DRAWINGS SPECIFICATION WHITE (P -1) GRT -1 GROUT GENERAL CONTRACTOR MAPEI GROUT COLOR: SILVER GROUT FOR FLOOR TILE PROVIDE SAMPLE FOR APPROVAL REF 27 GRT -2 GROUT GENERAL CONTRACTOR MAPEI GROUT COLOR: WHITE GROUT FOR WALL TILE PROVIDE SAMPLE FOR APPROVAL REF 01 EXTERIOR PANEL NEWMAN ARCHITECTURAL FUNDERMAX HPL COLOR: 0661 EXTERIOR LAMINATE PANEL PROVIDE SAMPLE FOR APPROVAL (lighter red) CONTACT BILL NEWMAN EXTERIOR LAMINATE (lighter red) MATERIAL TEL. 604 929 -3551 PANEL MATERIAL REFER TO ARCHITECTURAL DRAWINGS J Stantec Tel 604 -696 -8000 Fa 604 69641100 Rev Code No. PL -2 PL -3 P -2 P -3 P-4 P -6 (FOR REFERENCE ONLY) 2000 Family Medicine Port Angeles Clinic TITLE Interior Finishes DATE 21•Ju1.08 Material Manufacturer /Supplier EXTERIOR PANEL NEWMAN ARCHITECTURAL (darker red) CONTACT SILL NEWMAN TEL 604-929-3551 EXTERIOR PANEL NEWMAN ARCHITECTURAL (blue) CONTACT BILL NEWMAN TEL. 604.929 -3551 PAINT (general white) PAINT (accent beige) PAINT (accent blue) GENERAL PAINT CONTACT DAVIS KYLE TEL. 604- 252 -9203 GENERAL PAINT CONTACT DAVIS KYLE TEL. 604-252-9203 PAINT RALPH LAUREN PAINTS (accent green) TEL 604- 851 -4400 P -5 PAINT GENERAL PAINT (exterior med grey) CONTACT DAVIS KYLE TEL. 604-252-9203 BENJAMIN MOORE BENJAMIN MOORE CONTACT JENNIFER HALWARO TEL. 604 -857 -0600 EXT 4302 PAINT GENERAL PAINT (exterior dark grey) CONTACT DAVIS KYLE TEL. 604 252 -9203 'Product Ref FUNDERMAX HPL EXTERIOR LAMINATE PANEL MATERIAL FUNDERMAX HPL EXTERIOR LAMINATE PANEL MATERIAL GENERAL PAINT COLORLIFE GENERAL PAINT COLORUFE RALPH LAUREN GREENHOUSE GENERAL PAINT COLORLIFE GENERAL PAINT COLORLIFE FOR REFERENCE ONLY REVISION Color/Finish Ref COLOR: 609 (darker red) COLOR: 702 (blue) lss.IRev DescrE06on ISSUE FOR TENDER 'Location )Room Area) Remarks EXTERIOR LAMINATE PANEL PROVIDE SAMPLE FOR APPROVAL MATERIAL REFER TO ARCHITECTURAL DRAWINGS EXTERIOR LAMINATE PANEL PROVIDE SAMPLE FOR APPROVAL MATERIAL REFER TO ARCHITECTURAL DRAWINGS COLOR: CC -20 GENERAL WALL COLOR PROVIDE SAMPLE FOR APPROVAL REF DECORATORS WHITE UNLESS OTHERWISE NOTED FINISH: SEE INTERIOR METAL DOOR SPECIFICATION FRAMES AND DOORS COLOR: STONECROP REF CL28840 FINISH: REFER TO SPECIFICATION COLOR' REF CL 3095D FINISH: REFER TO SPECIFICATION COLOR: SOLOMON'S SEAL REF GHSO FINISH: REFER TO SPECIFICATION COLOR: ELF (MED GREY) REF CL3215D FINISH: REFER TO SPECIFICATION ACCENT WALL COLOR PROVIDE SAMPLE FOR APPROVAL REFER TO ARCHITECTURAL DWGS FOR LOCATIONS ACCENT WALL COLOR PROVIDE SAMPLE FOR APPROVAL REFER TO ARCHITECTURAL DWGS FOR LOCATIONS ACCENT WALL COLOR REFER TO ARCHITECTURAL DWGS FOR LOCATIONS EXTERIOR CORRUGUGATED METAL SIDING PROVIDE SAMPLE FOR APPROVAL COLOR. LEAD (DARK GREY) EXTERIOR INTERIOR SEE PROVIDE SAMPLE FOR APPROVAL REF CL 3175A ELEVATIONS, EXPOSED FINISH: REFER TO STRUCTURAL STEEL SPECIFICATION DATE 121 -J 4.06 PROVIDE SAMPLE FOR APPROVAL COLOUR FOR COLOUR MATCHING ONLY SELECT MATCH FROM SUPPLIERS COLOR SYSTEM 1111 1 iv is Stantec Tel 604-696 -8000 Fa 604.696 -8100 Rev tr (Code No. P -7 P -8 P -9 PLAM -1 PLASTIC (solid) LAMINATE PLAM -2 PLASTIC (wood) LAMINATE PLAM -3 PLASTIC (speckle) LAMINATE PLAM -4 PLASTIC (marker board) LAMINATE RB -1 RF -1 (grey) 2ooe Material PAINT (light grey) PAINT PAINT (yellow) RUBBER BASE RUBBER FLOORING Family Medicine Port Angeles Clinic TITLE Interior Finishes DATE 21 Jul -08 Manufacturer/Supplier ICI PAINTS CONTACT MIKE LEIGHTON TEL. 604 -637 -1152 GENERAL PAINT CONTACT DAVIS KYLE TEL. 604-252-9203 GENERAL PAINT CONTACT DAVIS KYLE TEL. 604-252-9203 E. ROKO CONTACT KELLY NAZARUK TEL. 604-340-4263 E. ROKO CONTACT KELLY NAZARUK TEL 604- 340 -4263 RICHELIEU HARDWARE CONTACT SYDNEY TEL. 604 -831 -3929 BUCKWOLD WESTERN CONTACT IAN SHANKS TEL. 604.582 -3730 NORA CONTACT JASON WHITE TEL:604- 760 -3130 Product Ref ICI PAINTS TO MATCH EXTERIOR TO MATCH EXTERIOR METAL SIDING GENERAL PAINT FORMICA FORMICA WHITE -WOOD DISTRIBUTION PIONITE CONTACT SONJA TOWNSEND TEL. 778- 228 -7872 REVISION ColorlFinish Ref COLOR: PEWTER GREY REF 50YY 47/053 METAL SIDING COLOR: PLOT REF CL 1754D COLOR: GREY REF 8641 -58 FINISH: MATTE COLOR: BASIC MAPLE REF 91928 -58 FINISH: MATTE NEVAMAR COLOR. STUDIO WHITE ARMORED PROTECTION MATRIX RE. MR7001T FINISH: TEXTURED MARKER BOARD COLOR' FROSTY WHITE REF SW844 FINISH: GLOSS JOHNSONITE COLOR: PEBBLE GENERAL WALL BASE REF 32 THICKNESS' 4' NORAPLAN ENVIRONCARE COLOR: SMOKEY FENNEL THICKNESS: 2.0mm REF 2931 SHEET GOODS P.a 'Location (Room Area) RECEPTION DESK MILLWORK EXTERIOR METAL DOORS AND FRAMES TO MATCH METAL SIDING MILLWORK. MILLWORK UPPER SHELVES REFER TO ARCHITECTURAL DWGS PHLEBOTOMY 129 IssJRe Des Option (ISSUE FOR TENDER Remarks PROVIDE SAMPLE FOR APPROVAL PROVIDE SAMPLE FOR APPROVAL SOUTH WALL HALLWAY 134 PROVIDE SAMPLE FOR APPROVAL PROVIDE SAMPLE FOR APPROVAL PROVIDE SAMPLE FOR APPROVAL MILLWORK COUNTERTOPS PROVIDE SAMPLE FOR APPROVAL SEE ARCHITECTURAL DWGS PROVIDE SAMPLE FOR APPROVAL MADE TO ORDER RADIOLOGY LAB STORAGE PROVIDE SAMPLE FOR APPROVAL AREAS REFER TO ARCHITECTURAL DRAWINGS LAB 120, RADIOLOGY 101 PROVIDE SAMPLE FOR APPROVAL FLASH COVING REQUIRED ow AI N In MI DATE 121- Jul -08 Stantec Tel 604 -696 -8000 Fa 604 696 -8100 Rev Code No. !Material RF -2 RUBBER STAIR (grey) TREAD zme Family Medicine Port Angeles Clinic TITLE Interior Finishes DATE 21- Jul -08 ManufacturerlSupplier NORA CONTACT JASON WHITE TEL 604 760 -313D OR APPROVED ALTERNATE Product Ref NORAMENT TREAD REVISION Is .IRe De crlptlon DATE 'ISSUE FOR TENDER 1 Color /Finish Ref Location (Room Area) Remarks COLOR: GREY STAIR ST -2, STAIR ST -3, PROVIDE SAMPLE FOR APPROVAL REF 479 0882 ENTRY STAIR ST 1 REFER TO ARCHITECTURAL DWGS RFM -1 RECESSED FLOOR HY -LINE SALES PRODUCT HEAVY DUTY COLOR: SLATE ENTRY'S RECESS PROVIDE COMPLETE ASSEMBLY MAT PEDIMAT CONTACT MARGY RUSHFORD CARPET COMPLETE WITH REF 9322 CONCRETE TO REFER TO ARCHITECTURAL DWGS FOR SIZES PHONE. 604888 -3114 ALUM. FRAMES /RAILS/ AND MANUFACTURES AND LOCATIONS KEY LOCK BARS SPECIFICATIONS. SDSU -1 SOLID SURFACING VALLEY COUNTERTOPS SILESTONE COLOR'. BLANCO MAPLE KITCHEN COUNTERTOPS, PROVIDE SAMPLE FOR APPROVAL CONTACT THERESA MCBRIDE THICKNESS. TBC REF 2008 WOMAN'S WC 170 TEL. 604-835-0300 SS -1 METAL GENERAL CONTRACTOR STAINLESS STEEL BRUSHED STAINLESS ELEVATOR CAB WALL PROVIDE SAMPLE FOR APPROVAL STEEL PANELS AND DOOR SURROUND, CORNER GUARDS, MILLWORK BASES REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR THICKNESS AND SIZE) T 1 WALL TILE DALTILE WALL TILE COLOR. ALMOND REFER TO ELEVATIONS FOR PROVIDE SAMPLE FOR APPROVAL (field white) CONTACT KAREN FOURCHALK MATTE REF K165 EXTENT TEL 604 861 -1718 SIZE; 3' x 6' T -2 WALL TILE DALTILE WALL TILE COLOR: GARDEN SPOT REFER TO ELEVATIONS FOR PROVIDE SAMPLE FOR APPROVAL (accent green) CONTACT KAREN FOURCHALK SEMI -GLOSS REF 0141 EXTENT TEL. 604-861-1718 SIZE: 3' x 6' T 3 WALL TILE DALTILE WALL TILE COLOR: NAVY (accent blue) CONTACT KAREN FOURCHALK SEMI -GLOSS REF K189 TEL. 604-861-1718 SIZE' 3' x6' REFER TO ELEVATIONS FOR PROVIDE SAMPLE FOR APPROVAL EXTENT 21 -AA -08 111111 int x Ns a id a Stantec Tel 604- 696 -8000 Fa 604.696.8100 Rev !Code No. !Material T-4 NOT USED T -5 (grey TF 1 TP -1 TS -1 TS -2 TS -3 2008 FLOOR TILE TEXTURED PLASTER FINISH Family Medicine Port Angeles Clinic TITLE Interior Finishes DATE 21- Ju(-08 Man ufactu rer /Supolier TIERRA SOL CONTACT CHERYL MCNUTT TEL. 604-435-4223 ECOCRAFT COATING CONTACT PATRICK MTE TEL 778- 230 -6254 OR APPROVED ALTERNATE TOILET PARTITION DJ SKINNER ASSOCIATES CONTACT DON SKINNER TEL 604 880 -4101 Product Ref LEONARDO CERAMICA GENESY COLLECTION SIZE 12' x 24' HADRIAN METAL PARTITIONS TRANSITION STRIP DALTILE SCHULTER CONTACT KAREN FOURCHALK SCHIENE TEL 604- 861 -1718 TRANSITION STRIP BUCKWOLD WESTERN CONTACT IAN SHANKS TEL 604-273-8821 JOHNSONITE TRANSITION STRIP DALTILE SCHULTER CONTACT KAREN FOURCHALK RENO -T TEL 604-861-1718 WD -1 WOOD GENERAL CONTRACTOR ARMOURCOAT SURFACE 3/4' CLEAR HEMLOCK PLYWOOD REVISION (Color /Finish Ref COLOR CEMENTO COLOR: TRAVERTINE L0006 504 LINEN COLOR: ANODIZED ALUMINUM SCC -XX -A COLOR: 32 PEBBLE COLOR. ANODIZED ALUMINUM SPECIES' HEMLOCK ROTARY OR FLAT SLICE PLYWOOD GOOD ONE SIDE NO CORE VOIDS FINISH: CLEAR SATIN SHEEN Is .IRe DescrIptlo (Location (Room Area) (Remarks IISSUE FOR TENDER WASHROOMS AND PROVIDE SAMPLE FOR APPROVAL ELEVATOR FLOOR AS PER 8 WEEK LEAD TIME ARCHITECTURAL DRAWINGS FEATURE WALL AT PROVIDE SAMPLE FOR APPROVAL RECEPTION AREA AND WALL DIVIDER AT MOCK UP REQUIRED FOR ARCHITECT'S APPROVAL WASHROOMS PROVIDE SAMPLE FOR APPROVAL CONCRETE TO CARPET PROVIDE SAMPLE FOR APPROVAL CARPET TO RF -2 FLOORING PROVIDE SAMPLE FOR APPROVAL TRANSITIONS CONCRETE TO CERAMIC PROVIDE SAMPLE FOR APPROVAL WOOD PANELS PROVIDE SAMPLE FOR APPROVAL REFER TO ARCHITECTURAL PANELS TO BE EDGE BANDED DWGS FOR EXTENT DATE I21-N1 -08 Family Medicine Port Angeles Clinic TITLE Stantec Interior Finishes Tel 604-696 -8000 DATE Fa 604- 696 -8100 21 JuI WD -3 WOOD VENEER GENERAL CONTRACTOR 2008 REVISION Iss.IRev Desclptlon DATE I I I I (ISSUE FOR TENDER 121 -Jul -08 Rev Code No. Material IManufacturerlSupplier Product Ref Color /Finish Ref Location (Room Area) Remarks WD -2 WOOD GENERAL CONTRACTOR WOOD SLAT WALLS SPECIES: CEDAR WOOD SCREEN PROVIDE SAMPLE FOR APPROVAL SIZE TO MATCH EXTERIOR REFER TO ARCHITECTURAL CLADDING. DWGS FOR EXTENT CLEAR MAPLE VENEER CLEAR MAPLE VENEER, INTERIOR DOORS AND PROVIDE SAMPLE FOR APPROVAL QUARTER CUT BOOK MILLWORK MATCHED. FRONT FACE TO BE GRADE AA (ARCHITECTURAL GRADE) WD -4 WOOD GENERAL CONTRACTOR CLEAR MAPLE APPLEPLY CLEAR MAPLE APPLEPLY RECEPTION DESK TOPS PROVIDE SAMPLE FOR APPROVAL SIZE. 3/4' 1 MI IS ill ill IN 11111 all ati las ANI STANTEC STANTEC ARCHITECTURE LTD. Td 604. 696 -8000 e 604 696.8100 OA ON S1Jun -08 Flo Ba FIMah I T ype I 110 EXAM CONC- e- GWB P-4 GWB P- GWB 112 GYM ALCOVE CONC -1 B -1 113 EXAM CONC -1 114 RECEPTION CONC- B -1 115 SOILED UTIL. CONC -1 8 -1 GWB 116 CLEAN UTIL CONC- 117 HC WC CONC -1 118 STORAGE CONC -1 122 PC WC CONC GWB 123 STAFF WC CONC- GWB 124 JANITOR CONC GWB Family Medicine Port Angeles Clinic TITLE ROOM FINISH SCHEDULE Walls North 1 South Me[ F h M i I GWB T- GWB GWB P- Fini h I P. GWB P- GWB 8 -1 GWB P. GWB P -1 GWB T. GWB B -1 GWB P -1 GWB P- GWB 119 HALL CONC -1 B. GWB TF 120 GYM CONC -1 6 -1 GWB 0 -1 GW8 P -1 GL -2 121 STAFF CONC -1 13-1 GWB P -1 GWB P- GWB T- GWB T- GWB T -1 GWB P- Rm Ft sn Schedule GWB P -1 GWB P. GWB P. NO Iss Rev For 1 Descnptlon 144307093 I I 1 I 1 A 'ISSUED FOR TENDER 21- Jul -081 East 1 West a Fnnh Mel GWB WD- P -1 T -3 0-1 GWB 0 -1 7 -2 GWB 0 -1 7/18/2005 Page of4 GWB Flnl h Met 0.1 GWB P. GWB P -1 GWB Calling IP- B -1 GWB 0 -3 GW8 P -1 GWB P -1 GWB P -1 GWB 10- Remarks .LEVELI 100 WAITING CONC- B -1 GWB TF -1 GWB P- GWB ''0 -1 WRAP TEXTURE AROUND COLUMN 101 RAOIOLO RE. RF -1 GWB P- GWB P -1 GWB 0 -1 GWB P- GWB P -1 FLASH COVE BASE REQUIRED 102 VESTIBULE CONC- 13-1 GWB W0 -2 GWB TF -1 GL GWB P -1 GWB i1 104 LOBBY CONC -1 13-1 GWB WD -2 GWB P -2 WD -2 GL CLG -2 REFER TO CEILING DETAILS GL -1 GL -1 GL -1/ 01 -1/ GLASS TO OVERLAY WD-1 ON 106 ELEVATOR 1-5 T -5 'W0- 1 /SS -1 GWB WD- WO-1 WO -1 GWB WD -1 WD-1 WALLS 107 VALVES CONC- B -1 GWB GWB P. GWB P -1 GWB P. GWB ''P -1 108 EXAM CONC -1 9- 00/13 P -3 GWB P -1 GWB P -1 GWB P -1 GWB P -1 109 WORK AREA CONC- 9.1 GWB P -1 GWB P- GWB P -1 GWB 0 -1 GWB '1P -1 I GWB TF -1 GWB ACT-1 I0 -1 REFER TO DRAWINGS FOR EXTENT OF TF -1 GWB 0.1 GWB IPA GWB P -1 GWB !P -1 GWB T -1 GWB IP -1 TILE FROM FLOOR TO 7' -0" GWB P -1 GWB 1P -1 1 GWB P- GWB IP- TF -1 AT MACHINE 130 GWB P -1 GWB IP -1 GWB P. GWB P -1 T- GWB T- GWB T -1 GWB T -3 GWB ;P- TILE FROM FLOOR TO 7' -0" GWB T- GWB I0 -1 TILE FROM FLOOR TO 7' -0" GWB T. GWB I0 -1 TILE FROM FLOOR TO 7' -0' Rev Ro xis STANTEC STANTEC ARCHITECTURE LTD. Tel 604- 696 43000 Fe 604 696.8100 R''''"" No. 0. (Room Name Flo r Flnlsh I 9a Walls ivpa North Met 125 CORRIDOR CONIC -1 5-1 GYVE 9- GW8 P -1 126 LAB RF -1 R9-1 GWB P -1 GWB P -4 127 WC CONC -1 GW8 T 1 GWB 128 HC WC CONC -1 GWB T -1 GWB 128 PHLEBOTOMY CONIC -1 9 -1 GW8 P- 130 BILLING CONIC -1 B -1 GWB P -1 GW5 131 CONSULT CONC- 8 -1 GWB P-2 GWB ROJECT Family Medicine Port Angeles Clinic TITLE ROOM FINISH SCHEDULE DATE 21Jun.08 F/ h 135 'CC CONC -1 B -1 WB 9- 136 'CC CONC -1 9.1 GL 137 EXAM CONIC -1 B -1 GWB P -1 138 EXAM CONC -1 9.1 GWB P- 139 EXAM CONC- B -1 GWB P- 140 TRANSITION CONC -1 9 -1 GWB 9.1 1 141 TEAM WORKSPACE CONIC -1 8.1 GWB 7- 142 EXAM CONC -1 9 -1 GWB 145 EXAM CONC. 5- GWB 7/1 12005 South M F ih GWB 9 -2 GWB I P -1 132 COPY /MAIL CONIC -1 B- GW8 9.2 GWB P -7 GWB 133 I NANA0ER CPT -1 8. GINS 9.2 134 HALLWAY CONC -1 8 -1 GL -1 GWB P- 1 /AP -1 GWB P41//ND -1 GW8 P -1 •09 -1 /AP -2 I 9 -2 GL GWB GWB GWB GW8 T -1 T -1 GWB P -1 GWB GWB 146 TRANSITION CONIC -1 B -1 GWB P -1 GWB P -1 147 EXAM CONC -1 9-1 GWB 148 EXAM CONIC -7 0-1 GWB 149 EXAM CONIC- 5-1 GWB GWB P -1 GWB P -1 GWB P. East M t Flnlsh GWB 9.1 GWB 9.1 GWB T -3 GWB T -3 GWB /GL -1 AP -1 AP -2 9 -1 GWB 9 -1 GWB 9 -1 OWE 9 -1 P•1 1 GWB P -1 GWB P- ACT -1 /GWB I9 -1 GWB P 3 GWB 9- GWB P- GWB P GWB P -3 GWB •9 -1 GWB 9 -1 GWB 9- CLG GWB P -1 GWB 1 P-2 GWB 9-1 GWB P. GWB Rm R sh Schedule GWB I P-4 age 2 GB 144307093 REV15 ON P -i GWB P -1 9-2 P -2 P -1 P- lss 1 Rev For /Description A (ISSUED FOR TENDER Ce11111g Woe Met Flnlsh Mat FrMsh GWB GW8 P -1 P -1 GW5 :P-1 GWB P -1 GWB P -1 GW8 P -1 TILE FROM FLOOR TO 7-0 GWB P -1 GWB ''9.1 TILE FROM FLOOR 707 -0" GW8 9.1 GWB 9-1 P -2 GWB P- ACT- GW8 P- 2 /GL -1 GWB P -1 ACT- GW8 GL -2 GL -2 GW9 GWB GWB GWB P- GW5 P -1 ACT -1 P -1 ACT -1 P CLG -2 GW8 ;P-1 GWB I7 -1 P -1 GW8 8P -1 P -3 GWB 19-1 9 -4 GWB CLG -1 GW8 GWB P -1 GWB Remarks ALCOVES TO BE PAINTED AS PER ELEVATIONS Rev 21-Jul-08 Room xis I Rm F! sh Schedule STANTEC Isel Rev For Descnption STANTEC ARCHITECTURE LTD. FamRv Medicine Port Angeles Clinic 144307083 1 I TIM Tel 604. 686 -6000 ROOM FINISH SCHEDULE I Fa 604 686 -8100 ATE 21-.Ion-08 A !ISSUED FOR TENDER Room Flo B Wells CeIIIn8 I Remarks No. (Room Name I Finish I Type North B ou1h Essl IMes! Mat F! I h M F 1 h Mt Finish Mat Flnl h Met Fln! h 150 EXAM CONC- 0-1 GWB GWB P 2/740 1 P -1 GW8 -4 GWB ;P -1 a_ 151 EXAM CONC -1 13-1 GWB P -1 GWB P -1 GWB P -1 GWB P -3 GWB 'IP -1 152 EXAM CONC -1 6- GWB P -1 GWB P -1 GWB P -2 GWB P- GWB �P -1 153 TRANSITION CONC B -1 GM P -1 GWB P -1 GWB P -1 GWB P -1 CLG- 154 TEAM WORKSPACE CONC- B -1 GWB P- GWB P -1 GWB P -1 GWB P- ACT-1/GWB IP -1 155 EXAM CONC -I B- GWB P- GWB P- GWB P -3 GWB P -1 GWB ;P -1 158 EXAM CONC -1 B -1 GWB P 1 GM P-1 GWB 1 P. GWB P -3 GWB P -1 158 TRANSITION CONC -1 B -1 GWB P -1 GWB P -1 CLG -1 160 EXAM CONC -1 8- GWB P -1 GWB P -1 GWB P -2 GWB P-1 GWB 17 -1 161 EXAM CONIC 8- GWB P -1 GWB P -1 GWB P- GWB P -1 GWB IP -1 162 EXAM CONC B -1 GWB P-1 GWB P -1 GWB P-4 GWB P -1 GWB IP -1 163 GARDEN EXTERIOR SPACE SEE LANDSCAPE 165 GARDEN EXTERIOR SPACE SEE LANDSCAPE 155 STAFF CONC B- GWB P -1 GWB P- GWB/G1-1 P -1 GWB .P -1 167 PARTNERS CPT- B- GWB I P -1 GWB P -1 GWB 1 P- 168 ADMIN CPT -1 B -1 GW8 P -1 GWB P -1 GWB P -1 GWB P -2 GWB .P -1 170 WOMEN'S WC CONC -1 GW8 -1 GWB T -2 GWB i T -1 GWB T- GWB IP -1 TILE FROM FLOOR TO 7 -0" 171 SHOWER CONC-1 B -1 GWB T -1 GWB T- GWB T -1 GWB T- GWB 6 -1 TILE FROM FLOOR TO Uf5 OF CEILING 172 MEN'S WC CONC -1 GWB T -1 GWB T -3 GWB T -1 GWB T -1 GWB 7P TILE FROM FLOOR T07' -0" 173 SOILED UTIL CONC- 8- GWB P-1 GWB GWB P- GWB P- GWB 1P -1 174 CENTRAL SUPPLY ONC -1 8 -1 GWB P -1 GWB P- GWB P -1 GWB P- GW8 'P- 176 SERVER CONC -1 B -1 GWB P- GWB P- GWB P -1 GWB P- GWB IP -1 177 ELEC/DEMARC CONC- B -1 GWB P- GWB P- GWB P- GWB P -1 GWB 17 -1 7/1812008 Page 3 of 4 1 808 21 -JW -08 Room oIo STANTEC STANTEC ARCHITECTURE LTD. Tel 604 -696 -8000 Fa 604. 698 -8100 Room No. (Room Name 211 OFFICE 212 BRIDGE 218 ELEVATOR 221 OFFICE 222 STORAGE 223 OFFICE 224 WC 301 MECHANICAL ROOM 5T-2 STAIR ST -3 STAIR 7/18/2008 Flo Flms CPT -2 8-1 8a 1 Walls TYPO I North 1 South Ms FI /sh M I CPT -2 6 -1 GM P -1 GWB 7- GL =1 T 5 T 5 GWB WO 11 GWB WO GWB 55 1 S5,1 Family Medicine Port Angeles Clinic TITLE ROOM FINISH SCHEDULE DATE 21-Jun-08 Rm Fln sh Schedule Eesl M I FIN CPT- 8 -1 GW8 P -1 GW8 P -1 OB NO 144307093 REVI50N GWB P- Page ore Met GW8 GWB Wool Iss /Rev For /Descnpnon I I I I A 1ISSUED FOR TENDER 21- Jul -091 Rev f h P -2 180 GEMBA ST -1 STAIR RF -2 RF -2 GWB 1 GWB P -1 GWB P-1 SECOND FLOOR 201 OPEN OFFICE CPT -2 9-1 0748 P -2 GWB -1 GAS P -1 GWB '1 202 CONFERENCE CPT -2 B -1 GWB P -1 GWE P-4 GWB P -1 GWB P -1 GWB 'P -1 203 INC T 5 1-5 GWB T -1 GWB T -1 GWB T -1 GWB T -2 GWB IP -1 TILE FROM FLOOR T07' -0' 204 CORRIDOR 078 -2 8-1 GWB P -1 GWB P -1 GWB P -1 GWB P -1 GWB I P- 205 HC WC T -5 T -5 GWB T -1 GWB 7- GWB T -3 GWB T -1 GWB iP -1 TILE FROM FLOOR TO 7' -0" 206 OFFICE CPT -2 8 -1 13W8 P -1 GWB P -2 GWB P- GWB P -1 GWB 'P -1 1. 210 CLINIC MEETING CPT -2 B -1 GWB P -1 GWB P -1 GWB P -1 GWB P -1 CLG -2 GL =17 GL f 7` WD -1 GWB WD -1 551 SS M CLG -2 P -1 GWB Ceiling CLG -2 CPT -2 8 -1 GWB P- GW8 P -1 GWB P -1 GW8 P -2 GWB RF -1 0.1 GWB P- GWB 1 GWB P -1 GWB P -1 GWB 'P -1 CPT -2 B -1 GWB P -1 GWB P -1 GWB P -2 GWB P -1 GWB :1 T 5 GWB T -3 GWB 7-3 GWB 1 -3 GWB T -3 GWB CONC -1 CONC CONC CONC CONC GWB 'P -1 RF -2 RF -2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 GWB P -1 Finish RF -2 RF -2 GWB P -1 GWB P -1 GWB P -1 GWB P GWB 17 -1 Remarks STAIR STRINGERS TO MATCH RF -2 (.LASS TO OVERLAP LiV 1 E8P .W0-1 FOR CEILING EDGEBAND CEILING PANELS STAIR STRINGERS TO MATCH RF -2 STAIR STRINGERS TO MATCH RF -2 Re Yls I+I-I'IiI''IiIIII'jL