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HomeMy WebLinkAboutSP.3 Specifications.pdfProject Number: Revisions: Drawn By Checked ByIssue Date James Robert Stutzman, AIA, NCARB Architecture / Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: RA I N H A I R S A L O N Ca r m e l , In d i a n a 4 6 0 3 2 Ca r m e l C i t y C e n t e r - S u i t e 1 1 3 41 W . C i t y C e n t e r D r i v e COPYRIGHT & OWNERSHIP OF DOCUMENTS N 1 2 3 4 DN MM MMM MMM MM M M MMMM MMMM MMMM MMMM TRASH DISP.DA3 Mtr R m 1A-2 ( A 1 4 8 ) StairSA4 ElevEA12 StairSA3 ElevEA6 StairSA5 StairSA1 ElevEA9ElevEA8 ElevEA1 StairSA2 StairSA6 ElevEA11 ELEVEA4ELEVEA5 ElevEA3 ElevEA2 ElevEA7 ElevEA10 KEY PLAN SUITE 113 Th u r s d a y , J u l y 2 6 , 2 0 1 2 ; A L L D A T A : M S : D E S I G N : P R O J E C T S : C A R M E L C I T Y C E N T E R : C C C D r a w i n g s : C C C C o n s t r u c t i o n D o c : B u i l d i n g A : A . G e n e r a l : B L D G A I N T E R I O R S : T E N A N T S : R A I N S A L O N : D R A W I N G S : R a i n A r c h i t e c t u r a l G e n e r a l D e t a i l s . p l n DJS JAW/MC PEDCOR DESIGN GROUP, L.L.C. SP.3 Specifications 03/09/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLEPROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALLINFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSIONAND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED ASPUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALLINFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, ANDPEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, ORPORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BEDUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THESPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007,2008, 2009, 2010, 2011 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA STATE RELEASE SET: 03/09/2012 ADDENDUM #1: 05/04/2012 ADDENDUM #2: 05/15/2012 ADDENDUM #3: 05/15/2012 ADDENDUM #4: 05/15/2012 SECTION 07 95 00 - EXPANSION CONTROL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Architectural joint systems for building exteriors. 2. Architectural joint systems for roof systems. 3. Architectural joint systems for open-air structures. B. Related Sections include the following: 1. Division 03 Section "Cast-in-Place Concrete" for cast-in architectural-joint-system frames furnished, but not installed, in this Section. 2. Division 07 Section “Sheet Metal Flashing and Trim” for sheet metal wall joint systems. 3. Division 07 Section "Fire-Resistive Joint Systems" for liquid-applied joint sealants in fire-resistive building joints. 4. Division 07 Section "Joint Sealants" for liquid-applied joint sealants. 1.3 DEFINITIONS A. Maximum Joint Width: Widest linear gap a joint system tolerates and in which it performs its designed function without damaging its functional capabilities. B. Minimum Joint Width: Narrowest linear gap a joint system tolerates and in which it performs its designed function without damaging its functional capabilities. C. Movement Capability: Value obtained from the difference between widest and narrowest widths of a joint opening typically expressed in numerical values (mm or inches) or a percentage (plus or minus) of nominal value of joint width. D. Nominal Joint Width: The width of the linear opening specified in practice and in which the joint system is installed. 1.4 SUBMITTALS A. Shop Drawings: Provide the following for each joint system specified: 1. Placement Drawings: Include line diagrams showing plans, elevations, sections, details, splices, block out requirement, entire route of each joint system, and attachments to other work. Where joint systems change planes, provide isometric or clearly detailed drawing depicting how components interconnect. 2. Architectural Joint System Schedule: Prepared by or under the supervision of the supplier. Include the following information in tabular form: a. Manufacturer and model number for each joint system. b. Joint system location cross-referenced to Drawings. c. Nominal joint width. d. Movement capability. e. Classification as thermal or seismic. f. Materials, colors, and finishes. g. Product options. h. Fire-resistance ratings. B. Samples for Initial Selection: For each type of joint system indicated. 1. Include manufacturer's color charts showing the full range of colors and finishes available for each exposed metal and elastomeric seal material. C. Samples for Verification: For each type of architectural joint system indicated. 1. Full width by 6 inches long, for each system required. D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for current products. 1.5 QUALITY ASSURANCE B. Source Limitations: Obtain architectural joint systems through one source from a single manufacturer. C. Product Options: Drawings indicate size, profiles, and dimensional requirements of architectural joint systems and are based on the specific systems indicated. Refer to Division 01 Section "Product Requirements." 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review. D. Fire-Test-Response Characteristics: Where indicated, provide architectural joint system and fire-barrier assemblies identical to those of assemblies tested for fire resistance per UL 2079 or ASTM E 1966 by a testing and inspecting agency acceptable to authorities having jurisdiction. 1. Hose Stream Test: Wall-to-wall and wall-to-ceiling assemblies shall be subjected to hose stream testing. 1.6 COORDINATION A. Coordinate installation of exterior wall and soffit joint systems with roof expansion assemblies to ensure that wall transitions are watertight. 1.7 DELIVERY, STORAGE AND HANDLING A. Provide temporary protective cover on finished metal surfaces. B. Deliver joint covers to jobsite in new, clean, unopened crates of sufficient size and strength to protect materials during transit. C. Store components in original containers in a clean, dry location. 1.8 WARRANTY A. Submit manufacturer’s warranty that materials furnished will perform as specified for a period of not less than one year when installed in accordance with manufacturer’s recommendations. PART 2 - PRODUCTS 2.1 MATERIALS A. Aluminum: ASTM B 221, Alloy 6063-T5 for extrusions; ASTM B 209, Alloy 6061-T6 for sheet and plate. 1. Apply manufacturer's standard protective coating on aluminum surfaces to be placed in contact with cementitious materials. 2. Class I, Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: non-specular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 611. 3. Class I, Color Anodic Finish: AA-M12C22A42/A44 (Mechanical Finish: non-specular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, integrally colored or electrolytically deposited color coating 0.018 mm or thicker) complying with AAMA 611. 4. High-Performance Organic Finish (Two-Coat Fluoropolymer): AA-C12C40R1x (Chemical Finish: cleaned with inhibited chemicals; Chemical Finish: conversion coating; Organic Coating: manufacturer's standard two-coat, thermo-cured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight). Prepare, pretreat, and apply coating to exposed metal surfaces to comply with AAMA 2604 and with coating and resin manufacturers' written instructions. B. Stainless Steel: ASTM A 666, Type 304 for plates, sheet, and strips. 1. Remove tool and die marks and stretch lines or blend into finish. 2. Finish: No. 4, directional satin. a. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. Run grain with long dimension of each piece. b. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. C. Elastomeric Seals: Preformed elastomeric membranes or extrusions to be installed in metal frames. D. Compression Seals: ASTM E 1612; preformed rectangular elastomeric extrusions having internal baffle system and designed to function under compression. E. Strip Seals: ASTM E 1783; preformed elastomeric membrane or tubular extrusions having an internal baffle system and secured in or over a joint by a metal locking rail. F. Cellular Foam Seals: Extruded, compressible foam designed to function under compression. G. Elastomeric Concrete: Modified epoxy or polyurethane extended into a prepackaged aggregate blend, specifically designed for bonding to concrete substances. H. Fire Barriers: Any material or material combination, when fire tested after cycling, designated to resist the passage of flame and hot gases through a movement joint and to meet performance criteria for required rating period. I. Moisture Barrier: Flexible fabric reinforced vinyl material, with a 0.26 inch minimum thickness. J. Accessories: Manufacturer's standard anchors, clips, fasteners, set screws, spacers, and other accessories compatible with material in contact, as indicated or required for complete installations. 2.2 ARCHITECTURAL JOINT SYSTEMS, GENERAL A. General: Provide architectural joint systems of design, basic profile, materials, and operation indicated. Provide units with capability to accommodate variations in adjacent surfaces. 1. Furnish units in longest practicable lengths to minimize field splicing. Install with hairline mitered corners where joint changes direction or abuts other materials. 2. Include factory-fabricated closure materials and transition pieces, tee-joints, corners, curbs, cross-connections, and other accessories as required to provide continuous joint systems. B. Design architectural joint systems for the following size and movement characteristics: 1. Nominal Joint Width: As indicated on Drawings. 2. Minimum Joint width: As indicated on Drawings. 3. Movement Capability: Plus or minus 50 percent. 2.3 ARCHITECTURAL JOINT SYSTEMS FOR BUILDING EXTERIORS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Balco, Inc. 2. Construction Specialties, Inc. 3. EMSEAL Joint Systems, Ltd. 4. Tremco Sealant/Weatherproofing Division. 5. Watson Bowman Acme Corp. B. Architectural Joint Systems for Exterior Walls and Soffits: 1. Type: Flat seal. a. Seal Material: Santoprene. 1) Color: As selected by Architect from manufacturer's full range. b. Secondary Seal: Manufacturer's standard extruded-elastomeric seal designed to prevent water and moisture infiltration. c. Pantograph Mechanism: Manufacturer's standard nylon pantographic wind-load support mechanism with stainless-steel fasteners. 2. Fire-Resistance Rating: Provide joint system and fire-barrier assembly with a rating not less than that of adjacent construction. 2.6 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. 2.7 FABRICATION A. Fabricate expansion joint covers as detailed. Provide centering bars, sealing washers, gaskets, splice covers, and closures as required for fire-resistant installations. 1. Fabricate special transitions and corner fittings as required. 2. Fabricate fire barrier and fire-resistant sealant as required for fire-resistant installations. 3. Miter and weld joints as applicable. 4. Provide necessary and related parts, devices, water barrier, anchors, form clips and other items required for water-resistant and fire-resistant installation. 5. Provide corners, tees, transitions, curb risers, etc., assembled with connection mitered and secured to ensure proper fit and alignment. B. Shop assemble components and package with anchors and fittings. Provide components in single lengths where possible; minimize site splicing. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces and blockouts where architectural joint systems will be installed for installation tolerances and other conditions affecting performance of work. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prepare substrates according to architectural joint system manufacturer's written instructions. B. Repair concrete slabs and blockouts using manufacturer's recommended repair grout of compressive strength adequate for anticipated structural loadings. C. Coordinate and furnish anchorages, setting drawings, and instructions for installing joint systems. Provide fasteners of metal, type, and size to suit type of construction indicated and to provide for secure attachment of joint systems. D. Cast-In Frames: Coordinate and furnish frames to be cast into concrete. 3.3 INSTALLATION A. Comply with manufacturer's written instructions for storing, handling, and installing architectural joint assemblies and materials unless more stringent requirements are indicated. B. Metal Frames: Perform cutting, drilling, and fitting required to install joint systems. 1. Install in true alignment and proper relationship to joints and adjoining finished surfaces measured from established lines and levels. 2. Adjust for differences between actual structural gap and nominal design gap due to ambient temperature at time of installation. Notify Architect where discrepancies occur that will affect proper joint installation and performance. 3. Cut and fit ends to accommodate thermal expansion and contraction of metal without buckling of frames. 4. Locate in continuous contact with adjacent surfaces. 5. Standard-Duty Systems: Shim to level where required. Support underside of frames continuously to prevent vertical deflection when in service. 6. Heavy-Duty Systems: Repair or grout blockout as required for continuous frame support and to bring frame to proper level. Shimming is not allowed. 7. Locate anchors at interval recommended by manufacturer, but not less than 3 inches from each end and not more than 24 inches o.c. C. Seals in Metal Frames: Install elastomeric seals and membranes in frames to comply with manufacturer's written instructions. Install with minimum number of end joints. 1. Provide in continuous lengths for straight sections. 2. Seal transitions according to manufacturer's written instructions. Vulcanize or heat-weld field-spliced joints as recommended by manufacturer. 3. Installation: Mechanically lock seals into frames or adhere to frames with adhesive or pressure-sensitive tape as recommended by manufacturer. D. Compression Seals: Apply adhesive or lubricant adhesive as recommended by manufacturer to both frame interfaces and sides of slabs before installing compression seals. E. Foam Seals: Install with adhesive recommended by manufacturer. F. Epoxy-Bonded Seals: Pressurize seal for time period and to pressure recommended by manufacturer. Do not over-pressurize. G. Terminate exposed ends of joint assemblies with field- or factory-fabricated termination devices. H. Fire-Resistance-Rated Assemblies: Coordinate installation of architectural joint assembly materials and associated work so complete assemblies comply with assembly performance requirements. 1. Fire Barriers: Install fire barriers to provide continuous, uninterrupted fire resistance throughout length of joint, including transitions and field splices. I. Water Barrier: Provide water barrier at exterior joints and where called for on Drawings. Provide drainage fittings at a maximum of 50 feet or where indicated. 3.4 PROTECTION A. Do not remove protective covering until finish work in adjacent areas is complete. When protective covering is removed, clean exposed metal surfaces to comply with manufacturer's written instructions. B. Protect the installation from damage by work of other Sections. Where necessary due to heavy construction traffic, remove and properly store cover plates or seals and install temporary protection over joints. Reinstall cover plates or seals prior to Substantial Completion of the Work. END OF SECTION 07 95 00 SECTION 08 31 13 — ACCESS PANELS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1.Access doors and frames for walls. 1.2 ACTION SUBMITTALS A.Product Data: For each type of product. B.Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. C.Samples: For each door face material. D.Schedule: Types, locations, sizes, latching or locking provisions, and other data pertinent to installation. PART 2 - PRODUCTS 2.1 ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1.Acudor Products, Inc. 2.Nystrom, Inc. 3.Kees Inc. B. Source Limitations: Obtain each type of access door and frame from single source from single manufacturer. C. Flush Access Doors with Exposed Flanges: 1.Basis-of-Design Product: Kees, Incorporated, 20”x24” Style “K” access panels w/ 1” min flange at perimeter. 2.Assembly Description: Fabricate door to fit flush to frame. Provide manufacturer's standard-width exposed flange, proportional to door size. 3.Locations: Wall mounted on drywall over steel furring 4.Door Size: 20”x24”. 5.Metallic-Coated Steel Sheet for Door Panel: Fabricate from 14-gauge GA S.S.. a.Finish: Paintable Factory Primed Finish. 6.Frame Material: Fabricate from 16-gauge G.A. S.S. w/ 1” min flange at perimeter. 7.Hinges: Concealed pin type, spring loaded to allow for door removal, set to open 120 degrees. a.Hardware: Cylinder Cam lock, keyed with two (2) keys per lock, keyed alike. 8.Finish: Steel frames, steel panel, cam latch, to receive the same finish and paint as the surrounding surface. 2.2 FABRICATION A.General: Provide access door and frame assemblies manufactured as integral units ready for installation. B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access doors to types of supports indicated. D.Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when closed. 1.For cylinder locks, furnish two keys per lock and key all locks alike. 2.3 FINISHES A.Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B.Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D.Steel and Metallic-Coated-Steel Finishes: 1.Factory Prime: Apply manufacturer's standard, fast-curing, lead- and chromate-free, universal primer immediately after surface preparation and pretreatment. PART 3 - EXECUTION 3.1 INSTALLATION A.Comply with manufacturer's written instructions for installing access doors and frames. B.Install doors flush with adjacent finish surfaces or recessed to receive finish material. 3.2 ADJUSTING A.Adjust doors and hardware, after installation, for proper operation. B.Remove and replace doors and frames that are warped, bowed, or otherwise damaged. END OF SECTION 083113 SECTION 10 73 13 - AWNINGS 1.0 GENERAL 1.01 DESCRIPTION A. This section includes fabric covered aluminum framed awnings (canopies) using the Steel StitchTM "staple-in" method of attaching fabric covers. 1.02 STANDARDS A. All work and materials shall conform to the following standards: 1. ASTM 2. American Welding Society 3. Industrial Fabric Association International 4. National Fire Protection Agency 5. Society of Protective Coatings 1.03 SUBMITTALS: Drawings - Provide four (4) complete sets of the following: A. Shop Drawings to include the following: 1. Awning Design to comply with all applicable design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 2. Drawings showing all frame dimensions 3. Awning locations 4. Frame module Labels 5. Frame module connection details 6. Connection Details 7. Product information B. Materials 1. Fabric: a) Provide color sample cards showing full range of available colors and/or 8"x 8" samples of specific fabric for final color selection. b) For awnings to be covered with Sunbrella, or similar, soft textured canvas fabric, provide color card showing available Steel StitchTM Sunbrella ZipStrip colors. 1.04 WARRANTY A. Awning System: 1. Aluminum frame and fabric attachment warranted for five (5) years by awning manufacturer. 2. Fabric shall be warranted for a minimum of five (5) years by fabric manufacturer. 3. Labor for defective fabric replacement shall be warranted for one (1) year. 4. Awning installation shall be warranted for one (1) year. 1.05 MAINTENANCE A. Upon installation, awnings are to be clean and free of any substance that may discolor or damage fabric or aluminum surfaces. Written cleaning instructions from the fabric manufacturer will be made available. Damaged fabric panels will be replaced individually on the job site. 1.06 QUALITY ASSURANCE A. Engineering Responsibility: Preparation of Shop Drawings, design calculations, and other structural data by a qualified professional engineer. 2.0 PRODUCTS 2.01 MATERIALS A. Frame structure to be of 6063-T5 aluminum extrusions by Steel StitchTM Corporation. Aluminum framing profiles shall be sized to withstand all live, dead and superimposed loads. The frame design shall meet regional code restrictions. Fasteners shall be non-corrosive, non-staining bolts, shims and accessory items. 2.02 FRAME FINISH: Powder Coat Finish A. General 1. All aluminum frame surfaces shall be powder coated to comply with "Metal Finishes Manual for Architectural and Metal Products". Color to be selected by Architect from powder coater’s standard colors. B. Pre-Assembly 1. Before powder coating, awning frames shall be fully assembled with welded joints to the largest size(s) that can be accommodated by the powder coater. C. Coating performance 1. When tested in compliance with ASTM D 3363, coating shall withstand a minimum gauge hardness of 2H. 2. When tested in compliance with ASTM D 2794, pass up to 80 lbs. 3. Coated frame shall have a minimum salt spray resistance of 500 hours using ASTM B117 without loss of paint adhesion. 2.03 FABRIC A. Color Schedule: Fabric styles and colors to be selected by Architect. 2.04 PVC TRIMS A. Steel StitchTM PVC ZipStrip is to be used to cover all staple seams except as noted below. . For awnings to be covered with Sunbrella, or similar, soft textured canvas fabric, Steel StitchTM Sunbrella covered ZipStrip may be preferred. B. Steel StitchTM DividerBead is to be used where structure modules are joined. C. Steel StitchTM FlashStrip is to be used on top of awning where it contacts substrate to provide weatherproof seal. 2.05 STAPLES A. Staples to be 18 gauge galvanized or stainless steel 3/8" or 1/2” long with 5/16" width crown. 2.06 SUBSTITUTIONS A. Requests for substitutions in accordance with Section 01 25 00 3.0 EXECUTION 3.01 FRAME A. All frame members to be joined by welding in compliance with ASW standards. B. Welds to be 1/4" filler welds, welded with 4043 aluminum welding rod. C. Each joint to be welded on at least three (3) sides. D. All members to be cut so as to form tight joints with no gaps. E. Remove all burrs from cut edges. 3.02 FABRIC APPLICATION A. Staples to be shot into crossweb inside channel of Steel StitchTM “staple-in” aluminum extrusions. B. Fabric is to be applied with no wrinkles, puckers, sagging or punctures. C. Fabric shall be attached to aluminum frame members with steel staples placed at a maximum spacing of 1-1/4". 3.03 PVC TRIM APPLICATION A. All PVC trims are to be trimmed so as to provide an attractive appearance. 1. Ends of PVC trims, where butted to other trim, shall be firmly secured with stainless steel screws with heads painted to match PVC color. 2. Where possible, on "T" joints, staple ZipStrip into channel and cover with crossing ZipStrip. 3.04 LIGHTS A. Coordinate exterior lighting locations in a manner that provides uniform lighting of fabric panels. 3.05 INSTALLATION A. Awnings will be installed in positions indicated by shop drawings, securely connected to supports. B. Number and size of fasteners shall be sufficient to meet required loads. C. Installation shall be structurally sound, level, plumb and leak free.END OF SECTION