WPC 2QBR ZCourierw Roman!|dOed6X@`7@HP LaserJet 4HPLAS4.PRS 4dp@sQ\3=@wA6AX`AT`T`TA``66`6````AI6````T\&\hA2hXAAA2AAAAAAAA`6TTTTT}TwTwTwTwTA6A6A6A6``````````T`^```k`TTTTTTTywTwTwTwT````````A6A6A6A6kI`w6wMw6wAw6`q````AAAkIkIkIkIwQw6w6```````wTwTwT`w6`AkIw6``y``2``@#@WddddddddddddddddddddddddddddddddddddddddNEssEX`AT`````6=`:=`:AATT`BBs``uEssErkkAT`:"`soh`kss`#|dHPLAS4.PRS 4?f\  P6G;\3=?P2>Z 88 X` hp x (#%'0*,.8135@8: u GW)ߋ67r> t;)PSQRVWU&ךךFr vaDGDD D D&s>DFDv2D D DDD&r"&24J)Outline Guide 060514+* * * * * * * *  REMOVE THIS OUTLINE GUIDE BEFORE PLACING THE SPECIFICATION SECTION IN THE CONTRACT ,* * * * * * * * 'O U T L I N E G U I D E $DIVISION 6: WOOD AND PLASTICSă  SECTION 06051 - FASTENERS AND SUPPORTS 6** * * * * * * * * *  REMOVE THIS OUTLINE GUIDE BEFORE PLACING THE SPECIFICATION SECTION IN THE CONTRACT USE:TTFurnishing and installing nails, staples, screws, machine bolts, and lag bolts to construct building structures. Unique job requirements may require specific coverage in the following specification sections: Ơ#T TTA.ppSection 01010: Summary of Work TTpp(Do not use when Section 01009 is used.) TTB.8ppSection 01300: SubmittalsƠ#p TT8pp(When Contractorfurnished materials are used, [either] this section [or Section 01365] must be included when Section 01009 is not used.)Ơ#p DRAWING DATA REQUIRED: Positioning and dimensioning of connectors at 11/2 inch scale. NOTES TO SPECIFIER: TTA.ppOptions within paragraphs are identified by enclosure in brackets; example: [Option 1] [Option 2]. Blank spaces enclosed by brackets [_____] provide for information to be inserted, as appropriate to individual projects. THE SPECIFIER MUST EDIT (DELETE, SUBSTITUTE OR ADD TO THE TEXT) TO AVOID CONFLICTING REQUIREMENTS AND COSTLY MISTAKES. The remaining paragraphs must be renumbered. All brackets, underlining, boldface, and italics within the paragraphs must be deleted in the final copy.Ơ#p TTB.ppNotes to the Specifier are currently located in the Outline Guide.  s4  Future editions of this Guide Specification will contain the notes  s5 within the body of the text , immediately before the affected paragraph. These notes must also be deleted in the final copy. Ơ#p TTC.ppThis Outline Guide is not intended as a substitute for reading the entire section.Ơ#p TTD.pp1.1B: Select or add applicable specification sections. Ơ#p TTE.pp1.2: Select or add applicable references.Ơ#p TTF.8pp1.3B: Insert number of copies of the manufacturer's descriptive data required. Normally 5 copies are required. Distribution after review is normally 1 copy to the CO, 3 copies to the Contractor, and 1 copy to the project file.Ơ#p ' +))88ԌTTG.8pp1.3C: Insert number of samples required. Normally 2 samples are required. Distribution after review is normally 1 sample to the CO, and 1 sample to the Contractor.Ơ#p TTH.8pp4.1 and 4.2: When a "lump sum" Contract is used, delete the title PART 4: MEASUREMENT AND PAYMENT, and both articles from this section. Measurement and payment will be addressed in Part 4 of [Section 01009 General Information and Requirements] [or] [Section 01010 Summary of Work].Ơ#p REVISIONS OF THIS SECTION: CSI format, editorial changes: 3/95 Reference Standards: 3/95 Metric: Technical, Products update: 3/95 POINT OF CONTACT: Frank Ciesel Phone: (303) 9695634 p  +))88 = DIVISION 6`#NSECTION 06051 WOOD AND PLASTICS`#EFASTENERS AND SUPPORTS H yh8dddyڃ Rev. 3/95s DIVISION 6`#NSECTION 06051 WOOD AND PLASTICS`#EFASTENERS AND SUPPORTS Rev. 3/95s) .06051 )   = PART 1: GENERAL 1.1TTSUMMARYƠ#T TTA.ppSection Includes: Furnishing and installing metal fasteners as connectors of varied materials.Ơ#p TTB.ppRelated Sections:Ơ#p TTppSummary of WorkƠ#p`#NSection 01010 1.2TTREFERENCESƠ#T TTA.ppAmerican National Standards Institute:Ơ#p TTppB 18.6.181T%+Wood Screws (Inch Series) (R 1991)Ơ# TTB.ppAmerican Society for Testing and Materials:Ơ#p TTppASTM A 307-91T%+Carbon Steel Bolts and Studs, 60,000 psi Tensile StrengthƠ# TTppASTM A 563 REV B91p+Carbon and Alloy Steel NutsƠ# TTppASTM A563M91T%+Carbon and Alloy Steel Nuts (Metric)Ơ# 1.3TTSUBMITTALSƠ#T TTA.ppGeneral: Submittals shall be according to [Section 01300 Submittals.] [and] [Section 01365 Certificates of Conformance.]Ơ#p TTB.ppManufacturer's Literature: Submit [__] copies of the manufacturer's descriptive data for fasteners and supports to be used on this project.Ơ#p TTC.ppSamples: Submit [__] samples of each [color] [and] [patter] [style] of fastener and support to be used on this project. Samples shall be [_____________.] [Samples shall be actual material in] [colors required] [the full range of colors required.] [Furnish [__] copies of the manufacturer's standard color chart for color selection.] [Stain] [Paint] [Finish] [shall be on the same base material as required in this specification.]Ơ#p 1.4TTQUALITY ASSURANCEƠ#T TTA.ppFailure Criteria: Not limited to the following:Ơ#p TTpp1.8 Evidence of rupture of metal connector.Ơ# TTpp2. Separation of members due to insufficient number of connectors being applied or being applied in such manner as to cause failure of the members connected.Ơ#  PART 2: PRODUCTS 2.1TTMATERIALSƠ#T TTA.ppNails: Box, standard, broad flat head, diamond point, barbed, bright finish.Ơ#p TTB.ppSteel Wire: Used in the manufacture of nails and staples shall be of good commercial quality, sufficiently ductile to bend without fracture 180 degrees over a radius equal to wire diameter.Ơ#p% +&&==ԌTTC.ppScrews: ANSI B18.6.1Ơ#p TTD.ppBolts, Nuts and Washers: ASTM A 307, plain medium carbon steel, furnished uncoated except that black oxide coating will be acceptable. Electro-deposited cadmium coating or hot-dip zinc coating shall be supplied when required on the drawings. Zinc coat bolts shall be used in concrete. Nuts shall be according to ASTM A 563. Bolts and nuts shall be free from abnormal scale, fins, seams, or other defects which may affect their serviceability. Provide cut washers on metal and malleable iron on wood under nuts.Ơ#p TTE.ppCadmium Plating: Where connectors are exposed to weather conditions, apply cadmium plating shall be applied by the electrodepositing process.Ơ#p TTF.ppSolder: Spools of inorganic-chloride cored wire of 50-50 tin-lead composition, uniform in quality and free from defects that will affect life, serviceability, or appearance. Core shall be symmetrically located in the solder, continuous, homogeneous and uniform in cross-section.Ơ#p  PART 3: EXECUTION 3.1TTPREPARATIONƠ#T TTA.ppLag Bolts: Drill lead holes according to the following table:Ơ#p TTppLag Bolt Diameter+Lead Hole DiameterƠ#T TT 1/4 inch % 5/32 inch TT 3/8 inch % 15/64 inch TT 1/2 inch % 5/16 inch TT 5/8 inch % 13/32 inch TT 3/4 inch % 1/2 inch TTB.ppBolts: Drill holes 1/16 inch larger than bolt diameter.Ơ#p 3.2TTINSTALLATIONƠ#T TTA.ppDrawings: See drawing details for metal item sizes, types and locations required to complete the project.Ơ#p TTB.ppAnchor Bolts: Items required to be built into concrete or masonry shall be furnished to respective trades at the proper times and shall include instructions for their installation.Ơ#p TTC.ppAlignment: Prior to applying metal connectors or sheet metal items, care shall be taken to ascertain that the members to be connected are properly lined up with respect to each other and the remainder of the structure.Ơ#p TTD.ppSpacing of Connectors: Conform to the end and edge minimum measurements for the size of the member concerned.Ơ#p TTE.ppSizing: Metal connectors shall be of the proper size for the purpose intended and shall be installed by use of the tools normally used in these installations.Ơ#p # +&&ԌPART 4: MEASUREMENT AND PAYMENT: 4.1TTMETHOD OF MEASUREMENTƠ#T TTA.ppUnits: The work described in this section will not be measured for payment.Ơ#p 4.2TTBASIS OF PAYMENTƠ#T TTA.ppPayment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.Ơ#p 0,END OF SECTION