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SECTION 011000 - SM44AIZY
<br />1.1 PROJECT INFORMATION
<br />A. Project Identification: A New Tenant Finish for Heartland Dental, Inc.
<br />1. Propd Location; -044 6all Boulevard, Zephyrhills, Florida 33541
<br />B. Tenot: Heartland Dental - 1200 Network Contra Drive Effingham, IL b2401
<br />G. Architect: Nil Foley Rossi 4 Associates, LLG,- 3bbO Pleasant Hill Road, Suite 200; Duluth, 6eorgla 300%
<br />D. The Mork consists of: A tarot finish of approximately 4)25 S.F. For a now dental office mithin the existing "I building.
<br />E. Mark Under Separate Contracts:
<br />1. Dental Equipment. To be supplied and Installed 4 Dental Supplier; Patterson Dental, Inc. 6eneral Contractor to coordinale with
<br />supplier ad Owner.
<br />F. Omer-Furnishod Products; The folloming products Hill be furnished by Owner aid shall be Installed by Contractor as part of the
<br />Mork;
<br />1. Owwr Provided Light Fixtures, Khare Occurs.
<br />1.2 MORK FE5TRIGTIONS
<br />A. Contrcictor� Use of Premises: During Construction, Contractor Hill have full use of site, build" area, or spaw, Indcated.
<br />Gontrador� use of premises I. limited only by Omw's right to perforyn or employ other Contractors on portion of Project.
<br />B. Norsooking Building: Smoking Is not perynIttad mithin the building or within 25 feet of antranGes, operable Hinclows, or outdoor -air
<br />Intakes.
<br />MG11ON 012500 - W96TMMON PROGEM)RES
<br />5 SUBSTITUTION PROCEDURES
<br />A, Substitutions Include changes In products, materials, equipment, and methods of construction from those required by the Contract
<br />Documents ad proposed by the Contractor
<br />B. Substitution Requests; Submit three (3) Copies of each request for comiderdlon. Identify product or fabrication or Installation
<br />method to be replaced. Include Specificatlon Section number ad title ad DraYdrig numbers titles.
<br />1. Identify product to be replaced ard show Compliance mith requirements for substitution. Include a detailed Comparison of
<br />significant qualities of proposed substitutions with those of the Mork specified , a list of Chagos weded to other parts of
<br />the Mork required to accommodate proposed substilutions, and any proposed changes In the Contract Sum or the Contract Time should
<br />the substitution be aCcepted.
<br />G. Architezi; mill reviem proposed substitutions and notify Contractor of their acceptance or rejection. If necessary, Architect V4111
<br />request additional InforTration or documentation for evaluation.
<br />1. Architect will notify Gontractor of acceptance or rejection of proposed substitution Hithin five (5) business days of receipt of
<br />request, or five (5) business days of receipt of adcUtional information or documentation, whichever is later.
<br />0. Do riot submit uncipproved substitutions on Shop Drawings or other submittals.
<br />SECTION 012600 - CONTRACIF MODIFICATION PROCEIA)RES
<br />1.1 CONTRACT MODIFICATION PROCEDURES
<br />A Architect will Issue supplemental Instructions authorizing minor Changes in the Mork, not Involving adjustments to the Contract Surn or
<br />the Contract Tire, on AIA Document 6-710, ' Architect's 5ff lemental Instructim."
<br />B. Omner-Initiated Proposal Request: Architect Hill issue a detalled description of proposed changes in the Hork.
<br />1. Proposal Request are not Instruction ober to stop Hork in progress or to execute the proposed Change.
<br />2. ftin time specified in Proposal Request or five (5) business days, Hien not otherwise specified, after receipt of Proposal
<br />Request, submit a quotation estimating Cost adjustments to the Contract So or the Contract Time.
<br />G. Gontractor-InItlated Proposals: If latent or Changed conditions require mocifications, to the Contract, Contractor may initiate a Claim
<br />by submitting a request for a Charge to Architect,
<br />D. On Owners approval of a Proposal Request, Architect will Issurt a Change Order for signatures of OKner and Contractor on AIA
<br />Document 6101, for all changes to ffie Contract Sum or the Contract Time.
<br />E. Architec.1; may 155m a Construction Change Directive on AIA Document 6-114. GonstrVdIon Ghange Directive Instructs Contractor to
<br />proceed mith a change in the Mork, for subsequent Inclusion in a change order.
<br />1. Construction Ctionge Dk)oGtIve Contains a complete description of change in the Noric It also designates method to be followed
<br />to claterynine change on the Contract Sum or the Contract lime.
<br />F. Documentation: Maintain detailed records on a time aid material basis of Hork reqjked by the Owstructlon Gharge Directive. After
<br />Completion of change, submit on itemized account aid suppilng data necessary to substantlais Cost aid time adjustments to the.
<br />Contract.
<br />SECTION 013" - ADMINISTRATIVE REQUIREMISM
<br />1.1 PROJE-GT MANA6EMENT AND COORDINATION
<br />A. 5ubcontract List: Sclonill; a written surnmary Identifying Individuals of firm proposed for each portion of the Nork.
<br />B. Keg Personnel Names: Mthin fifteen (15) business days of starting Construction Operations, 5ubrnit a list of key personnel
<br />assignments, Including superintendent and other personnel In attendance at Project site. List emll addresses ad telephone
<br />numbers.
<br />G. Coordinate construction operations included in different Sections of the 5peclilcations, to ensure efficient and orderly Installations
<br />for each part of the Mork.
<br />D. ReqUeStS for Information (RFIS); On discovery of the need for additional information or interpretation of the Contract Documents,
<br />Contractor sholl prepare ad submit and RFI. Use forms acceptable to Architect and Owner .
<br />E. Provide a weekly or biweekly report by electrwic communication (ii-mall) to the Owner's Representative and Architect on progress
<br />against project schedule. 6,aneral Contrador is to schedule a rough-kroview notitying Owner and Architect of said review 2
<br />weeks prior to schedule meeting date. Require attendance of each subcontractor or other ently concerned Hith Current progress or
<br />Involved In planning, coordination, or performance of future activities.
<br />12 SUBMITTAL ADMINISTRATIVE REGUIREMENiS
<br />A. ArchliedS Digital Data F1185; Electronic cliqlal data files of the Contract Dravilngs Hill be provided by Architect for Contractor's
<br />use in preparing submittals.
<br />1. Arefiltact will furnIsh Gontractor one set of digital data dramIng files (plais onIg,) of the Contract Orem" for use in preparing
<br />Shop Draw".
<br />a. Architect makes no representations as to the accuracy or Completeness of digital data drawing files as they relate to
<br />the Contract Pro"".
<br />B. Goordiriate each submittal with fabrication, purchasing, testing, dallvorl� other 5ubrnittals, ad related activities that require
<br />sequential activity.
<br />1. No extension of the Contract The Hill be authorized beGause of failure to transmit submittals enough in advance of the Mark to
<br />permit.processIng IrCludIng resubmIttals. -chitect Hill return two Copies.
<br />2 Submit three Copies of each action submittal. Ar
<br />3. Submit two copies of each informational submittal. Architect Hill not return copies.
<br />4. Architect Hill diricard submittals rowived from sources other than Contractor.
<br />G. Electronic Submittals: Identify and Worporato Information in each electronic submittal File as follows:
<br />1. Assemble complete submittal package into a single Indexed file Incorporating submittal requirements of a single Specification
<br />Section ad transmittal form mb links enabling navigation to each item.
<br />2. Now file Hith unique Identifier, Including project Identifier, Specification Section number, and revision identifier.
<br />3. Provide war. for Insertion to permaredIg record Gontractorb review ad approval mark" and action taken by Ardited.
<br />D. If Paper Submittals we used: Place a permanent label or title block on each submittal for Identification. Provide a space
<br />approximately b by 8 Inches on label or beside title block to record Gontractor� revleiq end approval markings ad action taken by
<br />Architect. Inc lude the following information on the label:
<br />1. Project now.
<br />2. Date.
<br />3. Name and address of Contractor.
<br />4. Name and address of subcontractor or supplier.
<br />5. Number end title of appropriate SpecIficatlon Section.
<br />E. Identify options requiring selection by Architect
<br />F. Identify deviations from the Contract Docunients, on submittals.
<br />6. GontractoHsr Construction Schedule Submittal Prowdlre;
<br />1. Submit required submittals in the folloming format:
<br />a. PVF electronic file.
<br />13 SUBMITTAL PROCEDURES
<br />AL C-awal Submittal Procedure Requirements: Prepare ard submit submittals required by Individual 5pedicatlon 5eGtlore.
<br />1. Stkmlt electronic submittals via emall as PDF electronic files.
<br />a. Architect Hill return annotated file. Arriotate aid retain ow (1) copy of file as an electronic Pr�ject record document file.
<br />IA ACTION SUBMITTALS
<br />A. If Paper Goplas are used: Submit four (4) paper Copies of each 5ubrnittal unless other indicated. Architect will return tmo (2) copies.
<br />B. Product Dato; Mark each Copy to show applIcAnble products ad options. Include the following:
<br />1. Mainufacturar's witten recommendations, product specifications, ad Installation Instructions.
<br />2. Hiring diagram shoming factorTlistalled Hiring.
<br />3. Printed � ormance Curves aid operational rage diagrams.
<br />4. recognized testing agency.
<br />5. Compliance with 5pacIfled standards and requirements.
<br />G. Shop DraHings: Prepare Project-specIfic Information, drawing accurately to scale. Do not bass Shop Dram" on reproductions of
<br />the Gontrad Documents or standard printed data. Submit on shoots at least 8-1/2 by 11 Inches but no larger than 24 N 36 Inches.
<br />InCluclo the folloHN!
<br />1. Dimensions and Identification of products
<br />2. Fabrication ad Installation dramings and roughing -In aid setting diagrams.
<br />3. Wing diagrans showing field -installed miring.
<br />4. Notation of coordination requirements
<br />5. Notation of dimensions establislies by field measurement.
<br />0. Samples: Submit Samples for review of kind, color, pattern, aid texture ad for a Comparison of thesee Characteristics between
<br />sulmittal aid actual component as delivered ad Installed InGlucle name of manufacturer and product name on label.
<br />SECTION 014200 - REF`EREW.B
<br />1.1 6ENERAL REQUIREMENTS
<br />A. Publication Dotes: Comply with standards in effect as of date of the Gontract Documents unless othemise, Indicated.
<br />B. Abbreviations aid Azroryns; Yftre abbreviations aid acronyms cre used In Specifications or other Contract Documents, they shall
<br />mew the recognized name of the entitles In the following list. Nomes are %Pjftt to Change ad cire believed to be acclyate and
<br />Current as of the date of the Contract Documents.
<br />ANI Architectural NoodHork Institute
<br />ANPA Marlow Hood Protection Association (Forrw1g: AmerlGan Mood Presarvers'Asscclatlon,)
<br />AH5 Amerlcw Holding Society
<br />BHMA Builders Hardware Manufacturers A6wGiation
<br />CIMA Cellulose Iroulatlon Manufacturers Association
<br />G156A Call" 4 Interior System GonstruCtIon Association
<br />M Carpet and Rug Institute. Mv)
<br />GSI Gast Stone Institute
<br />G51 Construction Specification Institute Mw)
<br />DHI Door and Hardware Institute
<br />EIMA EIFS Industry Members Association
<br />EJHA Exparislon Joint Manufacturers Association, In(.
<br />FM Approvals FM Approvals LLG
<br />7A 6ypsurn Association
<br />6ANA 61ass Associal:lon of North America
<br />HMMA Hollow Metal Manufacturers A6soclation
<br />HPVA Hardwood Plywood 4 Veneer Association
<br />IGBO, International Conference of Building OFFIcIals
<br />155FA International Solid 5urface, Fabricators AssoCiation
<br />KCMA Kitchen Cabinet Marufac turm Association
<br />LC6EA Light 6age Steal Erginam Association
<br />MCA Metal Construction Association
<br />MFMA Maple Flooring Association, Inc.
<br />MFHA Metal From" Manufacturers A6soclation, Inc.
<br />M41A Material HandIN Industry of America
<br />MIA Marble Institute of America
<br />HIP] Martar Pointers Institute
<br />NAIMA North American Insulation Manufacturers Association
<br />N560A National Building 6ranite Quarries Association, Inc..
<br />NGMA National Concrete Masonry Assoclatlon
<br />NEGA National Electrical Contractors Aswdation
<br />NeLMA Northeastern Lumber Manufacturars'Assoclation
<br />NEMA National ElectrIcal Manufacturers Association
<br />NGA National 61ass Association
<br />NOMMA National Ornamental 4 Miscellaneous Metals Association
<br />W556A National Stone, Sand 4 6raval Assoclatlon
<br />NTMA National Terrazzo 4 Mosaic, Association, Inc.. (The)
<br />RFGI Res4lied Floor Covering Institute
<br />5DI Steel Door Institute
<br />Sil Steel Joist Institute,
<br />94AW Sheat Metal ad Adr Gordltlonlng Contractors' National Association
<br />SPFA Spray Polyurethane Foom Alliance (5PIr9`FD - The Society of the Plastics Industry, Inc.; 5prag Polgrethare Foan
<br />vlvlslor�
<br />TGNA Tile Council of North America, InG.
<br />TIA/EIA Telecommunications Indus" Assoclotlarklectronic Industries Alliance
<br />TM5 The " Society
<br />UL Underwriters Laboratories InG.
<br />U%BG U.5. 6reen Building Comil
<br />NGMA Hinclow Covering Manufacturers Association
<br />NOMA Hrdow t Door Manufacturers A6scclatlon (Formerly : NY#*VA - National Mood Hndom aid Poor Aaroclation)
<br />K HoodKork Institilte (Forrierly ; HIG - Hoodwork Instibuto of California)
<br />HIG Hoocimork Institute of Gallfornia Novi H)
<br />NMWA Hood Moulding 4 Millwork Producers Association
<br />G. Code Agencies: Here abbreviations and GiGrwyms ore used in 5pecification or other Contruct Documents, they shall mocin the
<br />recognized name of the entities in the following list. Naws are sub t to Charge aid we believed to be accurate aid current as of
<br />96c,
<br />the date of the Contract Documents.
<br />IAPMO, International Association of Plumbing and MachanIcal Officials
<br />IGG International Gode Council
<br />IGG-E5 IGG Evaluation SeNce, Iric.
<br />NFPA National Fire Protection Association
<br />SEGTION 015" - TEMPORARY FAGILITES, NO CONTROLS
<br />1.1 SECTION REWIREMENTS
<br />A. Use Ghargest Installation and removal of aid use Charges for temporary facilities shall be Included in the Gab -act Sum unless
<br />otherwise indicated.
<br />B. Electric Service: Gomplq with NECA, NEIA aid UL standards and recItilatlons for teriporcry electric service. Install service to
<br />comply wbi NFPA 10.
<br />G. Accessible Temporary Egress; Comply mith applicable provl5lons In IGG AIII.I.
<br />1.2 TEMPORARY FACILITIES
<br />A. Provide field offices, storage and fabrication &he&, and other support Facilities or, necesscry for Construction operations. Store
<br />combustIble materials alpart from bulldN.
<br />13 EQUIPMENT
<br />A. Fire Extinguisher: Portable, UL-rated; mith Class aid extinguishing agent as required 4 locations ad Glasses of fire e)posures.
<br />B. HVAC Equipmeritt Unless Owner authorizes use of permanent WAG system, provide vented, selF-codaked, liquid-propane-gor, or
<br />fuel -oil heaters with individual spaw thermostatic Control
<br />1. Use of gasollne-burnIng space healers, open -flame heaters, or salamander -type, heating units Is prohibited.
<br />2- Heating Wfbz Listed and labeled for type of fuel being Consumed, by a testing agency acceptable to authorities having
<br />jurisdiction, ad marked for Intended use.
<br />3. Permanent WAG Units: If Omer authorizes use of parmarned WAG system for temporary use during Construction, provide filter
<br />Hith MERV of 8 at each return -air grille in system and remove at and of wistruction.
<br />1.4 TEMPORARY UTILITY INSTALLA11ON
<br />A. Ceneralt Install temporary service or Connect to existing Service.
<br />1. Arrange with utility Company, OKner, and existing users for time mhen service can be Interrupted, IF necessary, to make
<br />Connections for temporary services.
<br />B. SwItary Facilities: Provide temporary tollets, wash fasliltles, aid drMig-water Fixtures. Comply with regulations and health coder,
<br />for type, number, location, operation, aid maintenance of fixtures aid facilities.
<br />G. Heating ad Cooling: Provide temporary heating and cwllng required for curing or drying of completed Installations or for
<br />protecting Installed constrvdion From adverse effects of low temperatures or high humidity. Select equipment that will not have a
<br />harmful effect on Completed Installations or elements being Installed.
<br />D. Provide temporary light" with local switching that provider, adequate Illurninatlon for Construction operdlons, observations,
<br />Insoactiors, and traffic Conditions.
<br />15 SECURITY AND PROTECTION FACILITIES INSTALLATION
<br />A. Provide protection, operate temporary facilities, ad Conduct construdlon as required to Comply with environmental regulations aid
<br />that minimize possible air, waterway, ad subsoil contanhation or pollution or other undesirable effects.
<br />B. Pest Control; Engage post -control service to recommend practices to minimize attraction aid harboring of rodents, roaches, ad
<br />other pests aid to perform extermination and control procedures d regular Intervals so Project Hill be free of pests aid their
<br />residues ot Substantial Completion. Perform Control operdions lawfull� using environmentally safe materials.
<br />G. Provide temporary enclosures for protection of Construction, In progress aid completed, from exposure, foul weather, other
<br />construction operations, and similar activities. Provide tenporcry Heathertight enclosure for building exterior.
<br />P. Hen required, provide floor-to-ceilling dustprooF pcirt1lons to IhIt dust and dirt mligration and to separate areas occupied by
<br />Owner and other tenants from fumes and nolse.
<br />lb OPERATIONS, TERMINATION, AND REMOVAL
<br />A. Supervision; Enforce strict d"llne In use of temporary Facilities. To minimize waste aid almee, lknit avallabIlIN of temporary
<br />Facilities to essential ad Intended uses.
<br />B. Remove each temporary facility Man need For its service has ended, Hhen it has been placed by authorized use of a permanent
<br />facilityl, or no later than Substantial Completion.
<br />C. At Substantial Completion, repair, renovate, ad Clean penioned facilities used during Construction period.
<br />SECTION 01600 - PRODUCT REGUIREMINS,
<br />1.1 SECTION REGLAREMENTS
<br />A. The term 'product' Includes the terms lmaterlal,' "equ"t,' %ystom," " terms of similar Intent.
<br />B. Gomparable Product Request; Submit request for consideration of each comparable product. Identify product or faixication or
<br />In5tallation method to be replaced.
<br />1. 5hoH Compliance Hb requirements for comparable product requests.
<br />2 . Architects Hill review the proposed product aid notify Gontractor of its acceptance or rejection.
<br />G. Gompatibility of Optionsi If Contractor is given option of selecting between two or more procucts, select product Compatible HM
<br />products previously selected.
<br />0. Deliver, store, and handle products using means and methods that Hill prevent dornage, deterioration aid loss, kicluding theft.
<br />Comply mith manufacturer's written Instrudlons.
<br />1. Schedule delivery to minknize long-term storage at Project site and to prevent overcrowding of Construction spaces.
<br />2. Deliver prvelucts to Project site in manufacturer's original sealed Container or packagirg, complete with Ickels aid Instructions
<br />For handling, stork unpacking, protecting, and Installing.
<br />3. Inspect produlla on delivery to ensure Compliance with the Contract Documents and to ensure that products are undamaged
<br />and properly protected.
<br />4. Store materials In a manner $d will not endarger Project structure.
<br />5. Store products $d are sul:ject to conage by the elements, under cover in a heathertot enclosure above ground, with
<br />ventilation adequate to prevent conclensation.
<br />E. Harrantlee 5pecifled In other Sections shall be In addition to, and run Concurred with, pother Haratles required by the Godract
<br />Documents. ManuFactureHs discialmers ad limitations on product warranties do not relieve Contractor of obllgdlom under
<br />requirements of the Contract Documents.
<br />1.2 PRODUCT SELECTION PROCEDURES
<br />A. Provide products that cc" with the Contract Documents, are unclannaged, aid, unless otherwise indicated, are reH d the time of
<br />Installation.
<br />1. Provide prodix,ts, complete with accessories, trh, finish, and other devices and components needed for a complete Installation
<br />aid the Intended use aid affect.
<br />2. Nov prodixts ore accompanied by the term "as selected," Architect P4111 make selection.
<br />3. Descriptive, performance, and reference standard requirements in the Specifications establish salient chcracteristic of
<br />products.
<br />B. Hhere the folloviing headings are used to list products or manufacturers, the Contractor's options. for product selection are as
<br />follows:
<br />1. Products:
<br />a. Hhere requirements include "one of the follopirg' provide one of the products listed Did Complies with requirements.
<br />b. Nhere requirements do not Include 'one of the following," provide one of the products listed that complies with
<br />requirements or a comparable product.
<br />2. Manufacturm:
<br />a. Y#we requirements 'one of the folloviing,' provide a prodvt that Compiles with requirements by ore of this listed
<br />niGnifacturers.
<br />b. Here requirements do not include 'one of the folloHIV provide a product that compiles with requirements 4 one of the
<br />listed manufacturers or another marufacturer.
<br />G. Hhore, Specifications require Imatch Architect's samplo,' provide a product that complier mb requirements aid matches Architect's
<br />sample. Architect's decision Hill be final on Hhother a proposed product matches.
<br />0. Here Specifications Include the phrase 'or, selected 4 Architect from manufactrer's full range" or similar phrase, select a
<br />Cdict that complies with requirements. Architect Hill select color, 9105S, pattern, density, or texture from manufacturer's product line
<br />t, inclucles both standard crid promilum items.
<br />13 C40WARABLE PRODUCTS
<br />A. Architect mill Consider Gontractor's request for Comparable product Hherl the follomIng cordit;Ions are satisfied:
<br />1. Evidence that the proposed product does riot require revisions to the Contract Documents, that It Is consistent with the
<br />Gor&act Documents ad will produce the Indicated results, ad that It 15 Compatible mith offer portions of the Mork.
<br />2. Detailed comparison of significant qualities of proposed product vilth those named in the Specifications
<br />3. List of similar installations for completed projects, If requested.
<br />4. Samples, if requested.
<br />SECTION 01711000 - EXECUTION my CLOSEOUT REWREHIffm
<br />1.1 EXECUTION REMIREMENTS
<br />A. Cutting and Patching:
<br />1. Structyal Elements: Hen Gutting and patching structural elements, notify Architect of locations aid detalls of Cutting aid await
<br />directions from Architect before proweding. Shore, brow, ad su ort structural elements during Cutting ad patching.
<br />2. operational Elements: Do riot cut ad patch operation elemenTand related Components in a monrier that resulted in reducing
<br />their capacity to perform as Intended or that results In Increased maintenance or decreased operational life or safety.
<br />3. V6wl Elements: Do not cut ad patch construction in a mariner that results in visual evidence of Cutting and patching. Do not
<br />cut aid patch exposed Construction in a manner that would, in ArchltecOs opinion, red" the bulldirg's aesthetic qualities.
<br />B. Manufacturer's Installation Instructions; Obtain ad maintain on-ste manufacturer's wrften recommordations, and Instructions for
<br />Installation of products aid equipment.
<br />1.2 CLOSEOUT SUBMITTALS
<br />A. Gontractor's List of Inoomplete, Items; Initial siubmittal at Substantial Completion.
<br />B. Certified List of Incomplete Item: Final Submittal at Final Completion.
<br />G. Operation ad Maintenance Vda: Submit one (1) copy of manual
<br />0. PDF Electronic Filet Assemble manual into a composite electronically Indexed file. Submit on digital media.
<br />E. Record Praw"I Submit one (0 set of annotated record prints.
<br />F. Record Digital Data Files: Submit data file and one (1) set of plots.
<br />1.3 SUBSTANTIAL COMPLETION PROGEDUFE5
<br />A. Prepare a list of iterns to be Completed and corrected O%nGh list), the value of 11:ems on the list, and reasons mhg the Mark is riot
<br />complete.
<br />B. Submittals Prior to Substantial Completion: Before requesting Substantial Completion inspection, complete the following:
<br />1. Obtain and submit releases from authorities having jurisdiction permitting Omer unrestricted use of the Mork and access to
<br />services aid utilities. Include Occupancy permits, operating Certificates, and similar releases.
<br />2. 5Lbfnit closeoui; submittals specified in other sections, kzk)dN project record documents, operations aid maintenance manuals,
<br />property surveys, skrillor final record InforTnotlon, warranties, Korkmanship bonds, maintenance servire agreements, final
<br />Certifications, ad shIlar documents.
<br />3. Submit maintenance material submittals specified in othar sections, InGludIng tools, We parts, extra materials, and similar items,
<br />and deliver to location designated by Architect.
<br />4. Submit test/adjust/balance records.
<br />5. Submit Changeover information related to OKwr's occaparr4 use, operation, and maiderave.
<br />G. Procedures Prior to Substantial Gompletion; Before requesting 5ubstcritlal Gompletlon Inspection, Complete the, following:
<br />1. Advise Over of parding Insurance Changeover requirements.
<br />2 ' Make final changeover of permanent locks ard deliver keys to Owner.
<br />3. Complete startup, aid testing of systems, ad equipment.
<br />4. Perform preventive maintenarice on equipment used prior to Substantial Gompletion.
<br />5. Advise Owner of changeover in had and other Allitles.
<br />6. Particpate with Omer in conducting "Non and Halk-through Kith local emergency responders.
<br />1. Remove temporcr� facilities and controls.
<br />b. Compete final Clawing requirements, Including touchup painting.
<br />q. Touch up ad otherwise repair ad restore marred exposed flnishes to alkninate visual defects.
<br />D. Inspection: Submit a written request for Inspection for substantial Completion. On receipt of request, Architect will proceed mith
<br />Inspection or advise Gontractor of unfulfilled requirements. Architect Hill prepare the Gertificato of Substantial Gompletion after
<br />inspection or will advise Contractor of gem that must be completed or corrected before certificate mill be Issued.
<br />1.4 FINAL COMPLETION PROCEDURES
<br />A. Submittals Prior to Final Completion: Before requesting Inspection for determining final Gompletlom complete the following:
<br />1. Submit a final Application for Payment.
<br />2. Submit certified copy of Architect's Substantial Completion Irspection list of Items to be Completed or Corrected (punch list),
<br />endorsed and dated 4 Architect. Certified Copy of the list shall state that each Rem has been completed or otherwise resolved.
<br />5. Certificate of Insurcrice: Submit evidence of final, continuing Insurance coverage compl" Kith Insurance requirements.
<br />4. Submit pest -control final Inspectlon report.
<br />B. Submit a written request for final Inspection for acceptance. On receipt of request, Architect will either proceed Kith Inspection or
<br />notify 6ontraCtor of vnfulfllled requirements. Architect Hill prepare final Certificate for Payment after Inspection or Hill advise
<br />Contractor of items that must be Completed or Corroded before Certificate Y4111 be 155ved.
<br />1. ReInspection: Reclitiest relrepection Kim the Nork identified in previous Inspection as "late Is. Completed or Corrected.
<br />1.5 MATERIALS
<br />A. In-plaw Materials: Use materials for patching identical to In-plaw materials. For exposed surfaces, m materials that visually
<br />match in-plaw adjacent surfaws to the fullest extert possible.
<br />B. Cleaning Agents; Use Clawing materials ad agents recommended 4 manuFacturer or fabricator of the surface to be clewed. Do
<br />not use Clearing agents that are potentially hazardous to health or prop" or ffid might danage finished surfaces.
<br />Ih OPERATION AND MAINTENA14GE DOCUMENTATION
<br />A. Directory: Prepare a single, Comprehensive, directory of emergency, operation, ard maintenance clata ad materials, listing item ad
<br />their location to facilitate ready access to desired Information.
<br />B. organization: Unless otherwise Indicatecl, organize manual Into separate sections for each system aid subsystems, aid separate
<br />sections for each piece of equipment not pat of a system.
<br />G. Organize data Into three-ring binders mO Identification on front and sphe of each brider, aid ewe" for folded draw".
<br />InGlude the following:
<br />1. Manufacturer's operation and maintenance documentation
<br />2. Maintenance ad service schedule
<br />3. Maintenance service Contracts. Include row ard telephone number of service agents
<br />4. Emergency Instructions.
<br />5. Spare pats list ad local sources of maintenance materials.
<br />6. Hiring c1logran.
<br />1. Coples of Harrantles. Include procedures to follow and required notifications for warranty claims.
<br />1.1 RECORD DRANN66
<br />A. Record Prints; Maintain a set of prints of the Cch*oct DraHlngs aid Shop Draw", "orating nom aid revised drawings as
<br />modifications we issued. Mark to shoH actual Installation vWes from that show originally. Accurately record information in an
<br />ac,captable drawing technique.
<br />1. Identify aid date each record Praming; Include the designation TROEGT RECORD PRANINW in a prominent location.
<br />1.8 EXAMINATION AND PREPARATION
<br />A. Existing Condition: The existence aid location of underground aid other utilities aid Construction Indicated as exlstN ore not
<br />guaranteed. Before "Inning slteHork, Investigate and verify the existence aid location of unclorgrouncl utilities, mechanical aid
<br />electrical system, ad other Construction affecting the Nork.
<br />B. Before proceeding with each Component of the Hork, examine sulortrates, area, and Conditions, Hlth Installer or Applicator present
<br />Hhere IndlGated, for Compliance with requirements for Installation tolerances ad other conditions affecting performance.
<br />1. Verify compatibility with ad suitability of substrates
<br />2. Examine rotolnig-In for mechanical aid electrical system.
<br />3. Examine malls, floors, and roofs for suitable cordtions.
<br />G. Proceed with installation only after unsatisfactory Conditions have been Corrected.
<br />D. Take field measurements as reaulred to fit the Mork pvpe?l I Hhers portions of the Mork ore indicated to fit to other Construction,
<br />verify dimensions of Construction by field measurements before brication.
<br />E. Verify space requirements and dimensions of Items shown diagr-aminabcally on Dramirgs.
<br />IA INSTALLATION
<br />A. Locate the Mork ad Component of the Mork axwaWI5 in correct allgriment aid elevation, as Indicated.
<br />1. Make vertical Kork plumb and make horizontal work level.
<br />2. Conceal pipes, ducts, and Hiring in finished areas unless otherwise Inclicated.
<br />3. Maintain minimum hoodroorn Clearance of 46 Inches in occupied spaces ad 610 wties in unoccupied spaces.
<br />B. Comply with manufactrar's written Instrvdions aid recommendations.
<br />G. Conduct Construction operations so no part of the Mork Is subjected to damaging operations or loading In excess of that wqmted
<br />during normal Conditions of occqxm4.
<br />D. Templates: Obtain ad dlstr6to-to the parties involved templates for Kork specified to be Factory prepared aid field Installed.
<br />E. Attachmed: Provide blocking aid attachment plates, and anchors ad fasteners of adequate size and number to securely anchor
<br />each component in place. Mhere size ad type of attachments are not Indicated, verify size aid type required for load conditions.
<br />1. Mounting He": Hhere mounting heights we riot Indicated, mount Components d heights directed by Architect.
<br />F. Jolkits: Make joints of uniform mldh. Mhere joint locations In exposed work we riot Indicated, arrange Joints for the best visual
<br />effecL Fit exposed Connections together to form hairline joints.
<br />(7. Use products, Glowers, ad installation materials that cre not considered hazardous.
<br />1.10 CUTTIN6 AND PATGHIN6
<br />A. Provide temporary support of Kork to be cut.
<br />B. Protection: Protect In -place corritrudlon during Cutting and patching to prevent damage. Provide protection from adverse Heather
<br />cordtions. for portions of Project did mot be exposed dying cuttirig ad patching operations.
<br />G. Hhere existing services/sptems we required to be rwnoved, relocated, or abandonecl, by such services/59stems before Cutting to
<br />minimize or proved Interruption to ocapled areas.
<br />D. Cutting: Cut In -plow Construction using neftcls least likely to conage elemeds retained or adjoining construction.
<br />1. Cut holes ad slots neatly to minimum size required, and Hft minimum disturbance of adjacent surfaces. Temporarily cover
<br />openinqs Hhen not In use.
<br />E. P" wItfi durable searre, that are as Invisible as possible. Provide materials and comply HIth Installation requirements specified In
<br />other Sections.
<br />1. Restore exposed finishes of patcled areas and extend finish restoration Into adjoining Construction in a mannor that Hill
<br />minimize evidence of patching aid refinishing.
<br />2. Hhere walls or partitions that removed extend one finished area Into another, patch and repair floor aid Hall surfaces in the
<br />now space. Provide an even surface of uniform finish, color, texLya, and appearance.
<br />3. �*ere patching occurs in a pointed surface, prepare substrate and apply prInwr ad Intermediate point coats appropriate, for
<br />substrate over the patch, and app final paint cod over entire unbroken %rfaw Containing the p". Provide additional Goats
<br />until pckh blends HIth adjacent Zows.
<br />1.11 CLEANIN5
<br />A. Clean Project site aid Kork creas dally� Including Common areas. Disposo of materials lawfully.
<br />1. Remove liquid spills promptly.
<br />2. hhere dust would impair proper execution of the Hork, Broom -clean or vacuum the entire work area, as appropriate.
<br />3. Remove debr1r, from Conceded spaces Wore enclosing the space.
<br />B. 'Ompleto ",a f
<br />r
<br />I r
<br />. "am Pro stairs, spills,
<br />A Fora
<br />at
<br />gn
<br />2 pciv
<br />3 .
<br />4. Clean transparent mallerials, Including mirrors. Remove excess glazing compounds.
<br />5. Glow exposed finishes to a clust-Free cordItion, Free of stains, film, wid foreign substances. Sweep concrete Floors broom
<br />Clem.
<br />b. Vacuum carpeted surfaces aid Hax resilient flooring.
<br />1. Npe surfaces of maGhwical and electrical equipmarit. Remove exw-% lubrication aid foreign substances. Glow plumbing
<br />fixtures. Clean light Fixtures, lamps, globes, old reflectors.
<br />8. Replace disposable air filters and Clean permanent air filters. Clean exposed surfaces of diffusers, registers, aid grills.
<br />1.12 OPERA11ON AND MAINTENAWE MANUAL PREPARATION
<br />A. operation aid Maintenance Marivals; Assemble a complete set of operation aid maintenance data Indicating operation ad
<br />maintenarice of each system, st"tem, and piece of equipment riot part of a system.
<br />B. Manvfxhrer!5 Data: Mhere manuals Contain mcnAacturers'stardard printed data, include only shoots pertinent to "t or
<br />componarit Installed. Mark each sheet to identify each product or component Incorporated into the Mork. If data Include more than one
<br />Item in a tabular format, identify each Item using appropriate references from the Contract Documents. Identify clata applicable to the
<br />Mark ad delete references to Information not applicable.
<br />1. Prepare supplementary text if manufacturers' standard printed data are unavailable "here the information is necessary for
<br />proper operation and maintenance of equiomisd or system.
<br />C. Drawings: Prepare dramings supplementing manufacturers'printed data to illustrate the relationship of componerit parts of
<br />equilorrent and system and to Illustrate control sequence ad flow diagram.
<br />1.13 DEMONSTRATION AND TRAININ6
<br />A. Engage qualified Instructors to Instruct Ower's personnel to adjust, operate, and maintain system, subsystem, ad equipment not pat
<br />of a system. Include a detailed review of the folloHIng:
<br />1. Include Instruction for basis of system design ad operational requirements, review of documentation, emergency prowdres,
<br />operations, adjustments, troubleshooting maintenance, ad r"Irs.
<br />SECTION 042000 - UNIT KASONIRY
<br />ID 6ENERAL
<br />AL This section Includes Concrete masonry unit aid brick masonry unit.
<br />1.1 GIUALITY A59ARANGE
<br />A. 51nigle-source Responsibility For Masonry Units: Obtain exposed masonry units of a uniform texture ad Color, or a uniform bland w0in
<br />the ranges accepted for thew Characteristics, from one wurce ad by a single manufacturer for each different product required.
<br />B. 5ingle-source Responsibility for Mortar Materials; obtain mortar Ingredients of a uniform quaII4 Including color for exposed masor%
<br />from one manufacturer for each cerneditlous Component and from one source or producer for each aggregate.
<br />1.2 DELIVERY, STORA61E, AND HANDLIN6
<br />A. Store units am materials on elevated platforms, under Cover, and in a cry location to prevent deterioration or damage. If
<br />units "M In, , do not Install until %ey are in an aV-dried conciltion.
<br />13 PROJECT GOWITION5
<br />A, Protection of Masorry; Dying erection, Cover tops of halls, projections, and sills mith waterproof Meet" at end of each dcg�5
<br />work. Cover partially Completed masonry mhen construction 15 riot In progress.
<br />B. Do not apply uniform floor or roof bads for d least 12 hours and concentrated loads for at least 3 days after building masonry Hall
<br />or C1011111M.
<br />C. Gold-hiiather Requirements; Adere to AGI 530 aid AGI 530.1.
<br />D. Hot-Heaffier Requirvnionts: Protect unit mosonry work 4m temperature ad humidity Conditions prod" excessive evaporation of
<br />water From mortar and grout. Provide artificial shade and Hind bracks ad use cooled materials as required. Do not apply mortar to
<br />substrates with tomperutures of 100 clegrees F. aid above.
<br />2.0 PRODUCTS
<br />2.1 MANUFACTURERS
<br />A. " Wits: ah:ject to Compliance with requirements. See Masonry Schedule in Contract Documents for manuFactrer aid Va.
<br />B. Joint Reinforcement, Ties, and A4ytiorsi
<br />1. Dur-0--ml, Inc
<br />2. HisclaTian BukWLn �Prodxts. Inc.
<br />3. Rekioi�,hg Of America
<br />2.2 COWGRETE MASONIRY UNITS
<br />A. 66naral:
<br />1. Provide shaper, Indicated ad as follows for each form of Concrete masorry unit required.
<br />2. Provide 5peclal s1hopes for lintels, corners, Janbs, sash, control joints, headers, bording, and other special conclitlors.
<br />3. Provide bullnose, units for outside Corners, unless otherwise Indicated.
<br />4. Provide sqpere-edged units For outside corners, except Khere indicated as bullnose.
<br />B. GonGrete, " Units: A57M C 40 and as follows:
<br />1. Wit Compressive Strength: Provide units Hith minimum average not-crea compressive strength Indicated below:
<br />MOO PSI.
<br />Might Gla,51fication: Lightweight.
<br />C. Integral hater Repelled-. Provide units produced with liquid polymeric, Integral admixture that does not red"
<br />flexural bond strength. Units mode with Integral water repellent, when tested as a Hall assembly made Hith mortar containing Integral
<br />water-repellent manuFacturw's mortar additive according to A5TM E 514, HM test period extended to 24 hours, show no visible mater
<br />or leaks on the back of the test specimen.
<br />D. ProcluGt: 5utject to Compliance vilth requirements, provide units made with "Prolock' 4 MR 6raw 4 Go.
<br />23 13RICK
<br />AL 6ewral:
<br />1. Provide Mopes indicated ad as follows for each form of brick required.
<br />2. Provide units mbout cores or frogs ad mb exposed surfaces finished for ends of sills ancl Gaps aid for slaillar applications
<br />that would other"Ise expose unfinished brick surfaces.
<br />3. Provide special shapes for applications requiring brick of size, form, Color, ad texture on exposed surfaces that cannot be
<br />produced by sawing.
<br />B. Face Brick. ASTM C 216 ad as follows;
<br />1. 6rade aid Unit Compressive Strength: Provide units mith grade and minimum average net--crea Compressive strength Indicated
<br />be low:
<br />6rade.. SH.
<br />3000 1
<br />Type: Q.
<br />Appllcdlorb Use mhere brick 6 exposed, unless otherwise Indicated.
<br />2.4 REINFORCIN6 STEEL
<br />A. Steel ReInForcing Bars: Material and grade as folloms:
<br />Billet steel Complying Kith ASTM A 615 (AtSTI-i A bl"
<br />6rade 60 (6rcde 400)
<br />2.5 JOINT REINFORCEMENT
<br />A. 6eneralt Provide joint reinforcement formed from the folloHN:
<br />1. 6olvanized corloort-steel Hire, coating class as follows:
<br />A6TM A 641, Class 1, for Interior Halls; ad A5TM A 153, Class 5�-2, for exterior
<br />Description: Molded -mire units prefabricated with deformed Continuous side rods aid plain cross rods Into stralght lengths of not
<br />less than 10 feet, with prefabrlc�ated Carrier aid tee units, and complyllng with requirements indicated below:
<br />a. For slngle-t-4gthe mcsonry� provide type as follows with single pair of side rods: Truss design with continuous diagonal Gross
<br />rods 9" not more than 16 inches oL.
<br />b. For multi-mgthe masorrg, provide type as Follows: Truss design with continuous diagonal Gross rods spaced riot more then 16
<br />Inches oc.
<br />C. Number of Side Rods, for Kit[ -+#he Concrete ": One side rod for eaCh face sholl of hollow mosorq units more than 4 Inches
<br />in Hkb, plus I side rod for each mythe of masorry 4 inches or less in width.
<br />P. Provide Integral drIps on Grow rods d Cavity malls.
<br />2.6 TIES AND ANG+M, Ce4ERAL
<br />A. 6ewral: Provide ties ad anchors specified in subsequent articles that comply Kith requirements for metal ord size of this Article,
<br />unless otherwise Indicated.
<br />B. Hire; 6olvanized Carbon-5teel Hire: ASTM A b2, Hb A51M A 153, Glass B-2 coding. Mire Diameter: 0.1615 Inch.
<br />2.71 ADJUBTABLE ANCHORS FOR CONNECTIN6 TO STI;WTURAL FRAME
<br />A. 6eneral:
<br />1. Provide 2-pleoe assemblies as described below, allowing vertical or horizontal differential movement between hall ad forne
<br />parallel to plow OF Hall but resisting tension and Compression forces perpendicular to it.
<br />2. For anchorage to steel framing, provide manufacturer's standard anchors HIth Crimped 1/4 Inch-dianeter wire anchor section for
<br />melding to steel ad triongular-shaped Hire tie section sized to extend mithin I Inch of masonry faw ad as follows:
<br />a. Hire Diameter: 0.1615 Inch.
<br />2h ADJUSTABLE MASONRY -VENEER ANGHOR5
<br />A. 6,enaral: Provide 2-plOw assemblies alloming vertical or horizontal differential movement between Hall and Hall framing parallel to
<br />plane of mail but resisting tension aid compression forces perpendicular to It, for attadwerit over sheathing to metal studs, aid mith
<br />the following structural performance Characteristics:
<br />1. Structural Performance Ghoraclarlstics: Capable of withst" a 100-IbF (445-W load in alther tension or conpr-ession mbout
<br />deforming over, or developing play in excess of, 0.05 Inch (13 rrn).
<br />2. 50remi-Attachedl, Masorg-Venrier Anchors: units wresting of a Hire tie section and a metal anctior section complying KU the
<br />following requirements;
<br />a. HIre Tie Shape: Triangular.
<br />b. HIre Tie Length: As required to extend 11/2 Inches (38 mm,) into masorn migthe of veneer face.
<br />3. Anchor 5ectlorb Rib -stiffened, sheat-matal plate mb screw We& top crid bottom, 0.01471 inch (IA =0 thick by 2 3/4 inch 00
<br />wO wide by 3 Inches M mmi) high, fabricated into tee shape with 2 pro Jecting tabs, 3/4 Inch (Iq mrrJ Hide by I Inch (25 nW lorq.
<br />Hith slotted holes for Connection of vertical legs of triangular Hire tle specially formed to fit awkior section.
<br />4. Slip -in, McsorryI-Veneer Ainchorsi Units consisting of a Hire tie section ad a mire anchor section des" to be 91" W
<br />metal studs as Meathing is Installed Anchor section locks in place by fitting to Inside of metal stud ad has on eye to
<br />receive mire tip, section. Nre tie section has a vertical leg that 51PS into the eye of the anchor section aid allows vertlical
<br />adjustment. Both sections are made from 3/16 inch (4h miTJ galvanized Hire.
<br />5. Steel PrIll Scrams for Steel Studs: A5TM C 4154 except manufactured mith hox Hasher head ad neoprene masher, No. 10 (4b
<br />ffW diameter by length required to penetrate steel stud flange by not less than 3 exposed threads, aid mith the following
<br />corrosion protective Coding:
<br />a. Organic polymer coating mith salt-sp-ay resistance to red rust of more than 500 hours per ASTM B III
<br />6. Available Products: 5utject to Compliance mith requirements, products that may be Incorporated in the Mark Include, but ore not
<br />limited to, the follovilig:
<br />a. Screw-Atkadned, "-Veneer Anchors.
<br />1. IPur-0-Mal. Inc. D/A 213
<br />11. Heckman BuIldbg Products, Inc.; Pos-I-Tla
<br />b. OrganIc-Polymer-Cocited, Steel Dill Scrams;
<br />f Elw Industries. Inc.; Dril-flex
<br />11. ITK-Bulldex TrQKX
<br />2.4 EMBEDDED FLA5111145 MATERIALS
<br />A. 5heet-Metal Flashing: Fabricate from the following metal Complying with requirements specified in Division 7 Section T-lashing and
<br />Shoat Metal'.
<br />B. VNI 5heat Flashing: Flexible shoot flashing especialIq formulated from virgin polyvinyl Chloride with plasticizers aid other modliflem
<br />to remain flexible aid waterproof in Concealed masonry applications, black in Color, and of thickness indlCated belom:
<br />1. Thickness: 20 mils, (05 nW
<br />2. Application: Use mhere flashing is fully concealled in masonry.
<br />2.10 MISCELLANEOUS MASONRY AGGESSORIES
<br />X Gornpressible, FIller: ProwIded Filler strips Complying Hith ASTM 0 1056, Type 2, Class N 6racle 1; Compressible up to 35 percent,
<br />of Hk1th and thickness Indicated, formulated from the following material:
<br />1. flooprene
<br />2 . Urethane
<br />3. Polyvinyl Chloride
<br />B. Preformed Cbdnol-Jold 6askets: Material as Indicated below, dessigned to fit standard sash block and to maintain lateral stability In
<br />masonrli Nall; size and conficyation as Indicated.
<br />6. Rubbei Gompourd; ASTM 1) 2000, Designation M2AA-805.
<br />V. Polyvinyl Chloride: ASTM 0 2281,6erieral Purpose 6rcide, Type PVC-6540(b.
<br />E. Bord-Breaker Strips: "It-saLurated, organic, roolIng felt Complying Hith A5TM V
<br />F. Bond -Breaker Strips: Asphalt -saturated, organic roofing felt Complying mith A5TM V 226, Type I (No. 15 asphalt felt).
<br />6. Neep West Provide the folloming:
<br />1. Round Plastic Tubing; Madlurn-derr.4 polyethylene, 31b Inch outside diameter 4 4 Inches long
<br />2. " Material: Material as Indicated below, In length required to produce 2-Inch exposure an exterior ad 18 Inches In
<br />Cavity between mylthesi
<br />a. Cotton sash cord
<br />b. Fibrous glow rope
<br />5.0 EXECUTION
<br />3.1 EXAMINATION
<br />AL Examine Conditions, mIth Installer present, for compliance Kith requirements for Installotlon tolerances and other conditions affecting
<br />performance of unit masonry. Do riot proceed mb Installation until unsdisfactory Conditions have been Corrected
<br />B. For the record, prepare wMen report, endorsed 4 Installer, listing corditlons, detrimental to performance of unit masorry.
<br />G. Examine rough-lin aid built-in constnxtion to varq actual locations of piping Come( Alons, prior to Installation.
<br />3.2 REPAIRIN6, POINTIN6, AND CLEANIN6
<br />AL Remove ad replace masonry units that ore loose, chippecl, broken, staked, or otherwise damaged or IF units do riot match adjoining
<br />units. Install new units to match adjoining unb; Install In fresh mortar or Tout, pointed to eliminate evidence of replacement.
<br />B. Politinq! During the tooling of joints, enlarge volds and holes, except seep holes, and completely Ell I mb mortar. Point-vp joints,
<br />Including corms, openings, ad adjacent construction, to application of sealants.
<br />G. In -Progress GI"N- Glow unit masorq as mork progresses by dry brushing to remove mortar Fins, and smears prior to tooling
<br />Joints.
<br />D. Final Clewing: After mortar is thorouOly set ad cure4 clean exposed masorry or, folloms:
<br />1. Remove large mortar particles by hand mith mooden paddles ad wrimetallic. scrape hoes or Chisels.
<br />2. Met mall surfaces with motor prior to application of Glowers; remove Glowers pr ML� rinsing thoroughly Hith Clear Hater.
<br />3. Clean brick by bucket ad brush haricl-cleanvig method described in BIA Tedinical N=o 20 Revised, using the following
<br />masonry Glower;
<br />a. Job -mixed detergent solution.
<br />b. Proprietary acidic Gleaner, applied in compliance mith directors of acidic clearier manufacturer.
<br />4. Clean concrete masonry by Clearing method indicated in NGMA TE 8-2 applicable to type of stain present on exposed surfaces.
<br />E. Protection: Provide final protection ad maintain conditions M ensure unit masonry is mithout damage aid deterioration at tine of
<br />9ibstantlal Gomplatlon.
<br />SECTION 054000 - COLD -FORMED METAL FRAMINQ7
<br />ID 6ENERAL
<br />1.1 GUAL11Y ASSURANCE
<br />A Installer Quallficatiors: Enclage an experienced Installer who has completed cold-foryied metal frarnirg similar
<br />In material, design, ard extent to that indicated for this Project aid mith a record of successful in-service performance.
<br />B. Holding 5tandardsi Comply with appliccible provisions of AY45 PH 'Structural Holding Godo-5teel' and AN5 D13, 'Structural
<br />Mldkg 6oda-5hret Steel.'
<br />1.2 DELIVERY, STORA61E, AND Hk4DLIN6
<br />A� Protect rold-forned metal framing from Corrosion, deforniation, aid other darnage dLrhg delivery, storage, and handling,
<br />2.0 PRODUCTS
<br />2.1 MATERIALS
<br />A. 6alvanized-5teal Swat; A57M A 446, zky, coated according to A5TM A 525 as follows;
<br />1. 65 60 typlool Coding except as noted below.
<br />2. 6 CIO Coating for studs used or, brick bxkV.
<br />3. 6rade: 6rade A, 33POO psi mInImin yield strangth, 20 percent elongation.
<br />2.2 KALL FRAMIN6
<br />A Steel 5tuds; Manufacturers standard G-sheped steel studs of web depft aid gage indicated, mb lipped flanges, and complying
<br />with the following;
<br />1. Flarge Ndth: 1-51b Inichas minimurn.
<br />2. Mob.. Punched.
<br />B. Steel Track- MaMacturer's standard U-shaped steel track, unpurded, of web depths indicated, with straot flanges, ad uxTNN
<br />Kith the following:
<br />1. Design Uncoated -Steel Thickness: MatchIng steel studs.
<br />2. Flange Kcb: Marriufacbrers standard deep flarge Khere indicated, standard It large elsewhere.
<br />23 FRAMIW5 AGG� E5
<br />A. Fabricate steel-franing accessories of the sane material ad finish used for framing members, Kith a minknual yield strength of
<br />33,000 PSI.
<br />2.4 AWHORS, CLIPS, AND FASTENERS
<br />A Steel 5haper, and Clips: A6TM A 3b, zinc Coated 4 the hot -dip lorowss according to A5TM A 123.
<br />B. Expansion Anchors: Fabricated from corroslon-resistant materials, mith Capability to 5ustaln, Hithout failure, a load equal to 5 times
<br />the design load, or, determined by testing per A5TM E 4W Conducted 4 a qualified independent testing agerg.
<br />G. Powder-Artuated Anchors; Fastener stistem of type suitable for application indicated, fabricated from corroslon-resistart
<br />materials, mith capability to sustain, without failure, a load equal to 10 times the design locid, cs determined 4 testing par A5TM E IIcI0
<br />Conducted by a qualified independent testing acIency.
<br />0. Madoilcal Fasteners; GarosWt-resistart Coded, self -drilling, salf-threacling steel drIII scratis.
<br />E. Head Type: LoN-proFfle head beneath sheathing, manufacturerS standard elsewhere.
<br />F. Holding Electrodes: Comply HIM AH5 standards.
<br />23 M15GELLANEOU5 MATERIALS
<br />A 6atvwIzIng Repair Point; 56PG-Palnt 20 or DOD-P-2M, mb dq film coritaining a minkrurn of 614 percent zinc dust 4 Haight.
<br />2h FABRICATION
<br />A Fabricate cold-formad metal framing ad accessories plumb, square, true to line, crid Hith Corrections socireig fostered, according
<br />to moMacturers recommeridations and the requirements of this Section.
<br />B. Feibricate, Framing assemblies in jig templates.
<br />C. Cut Framing members 4 samlig or 5hearkq- do not torch ciA.
<br />V. Fasten cold -formed metal Framing members 4 Yielding or screw fastening, as standard with fabricator. Hire tying of framing
<br />members is not permitted.
<br />E. Gomply Kith AN5 reqjlrements and procedures for Yielding cp�pearanw ad quality of Holds, and methods used In Correcting Yielding
<br />work.
<br />F. Locate mechanical fasteners ad Install according to wId-Frarnad motal framing manufactror's kistriuctions with screw paretrating
<br />joined members by not less than 3 exposed screw threads.
<br />6. Fasten other materials to cold -formed metal framing by welding, bolting, or screw fastening, according to monufacturer's
<br />recarmenclations.
<br />H. Reinforce, stiffen, and br" Frwilnq assemblies to withstand handling, claINa% and erection stresses. Lift fabricated assemblies to
<br />prevent damage or distortion.
<br />1. Fabrication Tolerances: Fabricate assemblies to a maxima allowable tolerance variation from plumb, level, ad true to Ike of 1/8
<br />[rich in 10 feet 0AbO) and as follows:
<br />1. Spacing: Space Individual framing members no more than plus or minus 1/8 inch from plan location. Gurnulative arroi, shall not
<br />exceed minimurn Fastening requirements of swathing or other finishing materials.
<br />2. 5qucrenestb FabrICato each cold -formed metal fraining assembly to a maximum out -of -square, tolerance of Ilb Inch.
<br />30 EXECUTION
<br />3.1 EXAMINATION
<br />A. Examine supporting substrates and abutting structural Framing for Compliance with requirements, Including listallatlon tolerances and
<br />other Conditions affecting perFormance, of cold-forned metal framirg, Do not proceed with Installation until unsatisfactory conditions
<br />have been correctecl.
<br />3.2 PREPARATION
<br />AL 6rout bearing surfaces uniform and level to ansure, full contact of bearing Flanges or track webs on supporting concrete or masonry
<br />Construction.
<br />33 IN5TALLATION, 6ENERAL
<br />A. Cold -formed metal framing may be Mop or field fabi-cated for Installation, or It may be field assembled.
<br />5. Install cold -formed metal framing aid accessories plumb, square, true to line, ad with Connectors securely fastened, according to
<br />manufacturer's recommendations and the requirements of this Section.
<br />G. Cut framing members by sowing or showing. do not torch Cut.
<br />D. Fasten cold -formed metal Framing members by Holding or screw fastening, as standard with fabricutor. Hire Ning of franhg
<br />members Is not permitted.
<br />E. Gomply with AY,15 reqiftments aid procedures for welding appearance ad quality of Yields, aid methods used in correcting welding
<br />work.
<br />F. Locate mechanical fasteners and Install aGcordlng to cold-fraried metal framing mawfactyer's Instructions with screw penetrating
<br />joined members by not less than 3 exposed screw threads.
<br />6. Install framing members in one-piece longths, unless splice Connections ore indicated for track or tension members.
<br />H. Provide tonporary bracing aid leave in place until framing is permanently stabilized
<br />1. Do riot bridge building expansion ard Control joints Hith cold-forned metal framing. Independently fraw both sides of joints.
<br />J. Erection Tolerances: Install wId-formod metal froming to a maximum allomd.,)Ie tolerance variation from plumb� level, ad true to line
<br />of 1/5 Inch in 10 feet (1:0160) and as follows:
<br />35 NONLOAD-BEARIN6 CURTAIN HALL INSTALLATION
<br />A Install continuous tracks sized to match studs. Align tr� accurately and securely anchor to supporting sirvoture as indicated.
<br />B. Squoral seat studs against wabs of top aid bottom tracks except where deflection tracks ore clatalled.
<br />G. Fasten M flarges of sh& to top aid bottom track, unless othermlse indicated.
<br />D. Isolate steel fraiming frm building stricture at locations indicated to prevent trarisfor of vertical loads Yqhile providing lateral
<br />support.
<br />E. Install deflection track Were Indicated ad anchor to building structure.
<br />F. Correct studs mith vertical slide Clips mhore, IndlGated to Continuous angles or supplementary Framing anctiored to building structure.
<br />6. Space studs as Indicated.
<br />H. Set studs pkffb, except as needed for diagonal bracing or required For norplumb walls or warped surfaces and similar
<br />requirements.
<br />1. Install horizontal brlc�lng In Curtain mall studs, spaced in roms riot more than 445 Inches apart. Fasten at each stud intersection.
<br />J. Install additional roH of horizontal bridging in Curtain Hall stud beneath deflection track vim artairimall studs cre not fastened to
<br />an adclitlonal top track.
<br />r- Bridging: Gold -rolled steel dam], clilo angle fostered to mabs of punched studs.
<br />L. Install miscellaneous framing and Connections, including stud kickers, wob stiffeners, Clip angles, Continuous angles, anchm, fasteners,
<br />aid stud gIrts, to provide a complete aid stable artain vial] framing system.
<br />3.b REPAIRS AND PROTECTION
<br />A. 6alvanizing Repairs: Prepare ad repair damaged galvanized cod" on fabricated aid Installed cold -formed metal framing with
<br />galvanizing repair point according to ASTM A 180 aid the manufacturer's Instructions.
<br />SECTION ObI00 - MISCELLANEOUS ROU6H CARPENTRY
<br />ID 6ENERAL
<br />1.1 SECTION REWIREMENT5
<br />A. 5ubmittalsi IGG-ES evaluation reports for treated Hood.
<br />2.0 PRODUCTS
<br />2.1 NOOD PRODUCTS, 6ENERAL
<br />A, Lumber ovide dressed lumber, 545, marked Hith grade 5twr of "tion agency.
<br />2.2 TREATED XZIAL5
<br />A. FIre-Retardat-Treated Materials: Products Hith a f lame -spread Index of 25 or 1655 Khan tested according to A5TM E LK ad
<br />mith no evidence of significant progressive combustion mien the test Is extended an additional 20 minutes, and mIth the flaw front riot
<br />extending more than 10-b"beyond the centerline of tie burners d any time during ft test.
<br />1. Use Interior Type A unless otherwise stated.
<br />2. For enclosed roof Framing, framing in attic spaces or above Call", and where high-tomparature fire-retarclant treatment Is
<br />Indicated, provide material Kith design ad)rtmed factors of not less than Ob5 for mo&Ius of elasticity ad 0.15 for
<br />extreme fiber in bending for Pecject's climatological zone.
<br />3. Kil" lumber after Lreatmed to a maximurn moisture content of lei percent.
<br />4. IdedIfy with appropriate classification " of a testing aid "ting agency acceptable to authorities having jurisdiction.
<br />23 LUMBER
<br />A Miscellaneous Dimension Lumber-. Gonstriuction or No. 2 grace Hith 15 percent maximum moisture content of any species. Provide for
<br />nallers, blocking, and similar members.
<br />B. Utility 5holvIng: Mixed southern pine, No. 1; SPA or 5pruce-plie-fir, Select Merchantable or No. I Common; NsLMA, NL6A, NGLIB, or
<br />k*VA, mithin 5 percent minimum moisture content.
<br />2.4 PILYHOOD BACKIN6 PANELS
<br />A. Equipment Backing Panels: FkjKood, Exterior, AG, fire-ratardant treated, not less than 3/4 Inch nominal thickness.
<br />2.5 FASTENERS
<br />A. Fasteners: Size and type indicated. Hhore, rough Carpentry Is, exposed to Heather, in ground contact, or In area of high relative
<br />hunildity, provide fasteners with hot -dip zinc coating Complying Kith A5TM A 153/A 153M.
<br />1. Power -Driven Fasteners: CABO BER-_),12.
<br />3.0 EXECUTION
<br />3.1 I%TALLATIGN
<br />A. Set miscellaneous rough Carpentry to required levels and lines, with members plumb, true to line, ciA and flitted. Locate nailers,
<br />blocking, and similar supports to comply with requirements for attaching other Construction.
<br />5. Securely attach miscellaneous rough carpentry to substrates, complying KU the following:
<br />1. CABO MM-212 for power -driven fasteners.
<br />P i , n �_A co, IFXOI,�%:, ; "A A
<br />Me M 1' 2 W 1
<br />A, Submittals: Shop Dromings, 5wiples showing the full range of colors avallollole for eacti type of finish aid AN Gluality Certification
<br />Progran certificates.
<br />B. Fabricator Gluallfications: Certified! participart In AH% Qually Certification Program.
<br />G. Installer Gluallficoflons: Fabricator of products.
<br />P. Environmental Limitations: Do not deliver or Install woodwork until building is enclosed, met work is completed, and WAG system is
<br />operating.
<br />1.2 ARCHITECTURAL CABINETS
<br />A, Guallty Stanclard: AHI, AHMAC, aid MI's 'Architectural Hoodwk Standards!
<br />B. Plastic -Laminate Gdolnets: Premium grace.
<br />1. Type of Construction; Fromeless.
<br />2. Cabinet and Door aid Dramer Front Interface; Style: Flush overlay.
<br />3. Lanhate Cladding: Horizontal surfaces other tops, 6rads H66; postformed surfaces, 6rade, 116P, vertical surfaces, 6rode,
<br />1165�, edges, 6rada 1*55., semlexporied surfaces, thermoset de-cordive panels.
<br />4. DroHer Sides ad Backs: Thermoset decorative pawls.
<br />5. Drawer Bottoms; Thermoset decorative pawls.
<br />2.0 PRODUCTS
<br />2.1 MATERIALS
<br />A. Hood. Maximum Moisture Content: 5 to 10 percent
<br />B. Meditimi-Poralty Fiberboard: ANSI A208.2, 6rade 150, made with binder containing no urea formaldehyde.
<br />C. Partl(Wboard: AN51 A208.1, 6rodo M-2, made HIth blincler Containing no yea formaldehyde.
<br />P. Vioneer-Faced Powl Prodicts hirdwood Plywood): HPVA HP-1, made mb adhesive Containing no real formaldehyde.
<br />E. High-Preseure Decorative, Larnincte: M94A LP3.
<br />Manufactirers;
<br />a. HII Division of HIlsonart Engineered Surfaces
<br />b. Formica (&n2QmUm A Fletcher Building Company
<br />c. Nevanor Powlern Industries International, Inc..
<br />d. Or Owner -approved Equal.
<br />2.2 CABINET HARDHARE AND ACCESSORY MATERIALS
<br />A, Frameless Concealed Hinges (European T�ps); BHMA A156A, 501602, M degrees of opening.
<br />5. Kra Pulls: Back mounted, solid metal, 4 Inches long, 5/lb Inch in diameter.
<br />G. Gat(hos: Magnatic catches, BHMA Aft.q, 503141.
<br />0. Adjistabie Shelf Standards aid 5upportsi 5HMA Al5b.01, E104102, with shelf brackets, B04112 or as rioted per draHIngs.
<br />Shelf rests in -59helf Rests" Paragraph below are installed in holes drilled in cabinet sides ad partitions.
<br />E. Shelf Rests: BHMA A156A, 504013, metal, tHo-pin type Kith shelf hold-down Gil
<br />F. Dramer 511dest 5111,% A156A, 1305041. 6rodes in No slider, %tparcigraphs beloN correspond to the Following initial loacl test
<br />requirements;
<br />6race 2: 20 ibf, Crade It 50 Ibf; 6rade [HP-100: 100 IbF; 6rado IRD-200: 200 [bit.
<br />1. BOX Dramer Slides-. 6rode 1.
<br />2. File Draw 511des: &� IHO-100.
<br />5. Pencil Drawer Slides: 6rade 1.
<br />4. Keyboard Slides: 6rade IW-100.
<br />5. Trash Bin Slides; 6rado IHPIOO
<br />6. Dramer and Door Locks- BHMA A156.11, EM041
<br />H. Exposed Hardware Finishes: Gomply with BHMA A156.1b for BHMA code. number Irdicated.
<br />1. Finish; Satin Stainless Steel: BHMA 00.
<br />J. Furring Blocking %Irrs, and Hanging W": Fire-retardant-tracited blocking In enclosed Halls aid SoFtHood or hardHood lumber,
<br />kiln dried to 15% moisture content.
<br />5.0 EXECUTION
<br />3.1 FABRICATION
<br />A. Complete fabrication to maximum extent possible before shipment to Project site. Disassemble components onl as newssary for
<br />shipment aid installation. Hhere necessary for fitting at sits, provide aniple alloKance for scr" trimmirig, ad tINIng.
<br />3.2 INSTALLATION
<br />A. Before Installation, Condition Cabinets to
<br />.=ercp-. prevailing hurn" cordItIons in hstallation Gram.
<br />B. Install cabinets to Comply Hith ref quality standard for grade, specified.
<br />C. Install cabinats level, plumb, trw, ad straot. Shim as nequired Hith coriwaled shins. Instal I level and plumb (Incudlng tops) to a
<br />tolerance of Ilb Inch in C16 Inclies.
<br />0. 5cribe aid Cut Cabinets to fit adjoining Hai,, refinish Cut surfaces, ad repair damaged finish at cuts.
<br />E. Amhor cabinets to anchors or blocking built in or directly attached to substrates. Fasten with Countersunk conwaled fasteners aid
<br />blind nallirg. Use fine finishing nails or finishing scraws for exposed nalling, Countersunk aid filled flush.
<br />F. Cabinets: Install so doors ad draHers we accurately al". Adjust hardware to center doors and drawers in openings aid to
<br />provide unencumbered operation. Fastan Hall Cabinets through back, box top and bottom, at ends aid not more ffiarl 16 Inches O.G. with
<br />No. 10 waiter -head 5creols size for I -Inch penetration Into wood framing, blocking, or hanging strips or No. 10 Hafer -head sheet metal
<br />wevis through metal backing or metal framing behind mall finish.
<br />SEGTION 06420D - MOOD PANELIN&
<br />ID 6e45LAL
<br />1.1 SEGT10N REQUIREMENT5
<br />A. Wmittals: Shop Draw" ad Samples showing the Full rage of Colors available for each type of finish aid AH Gluallty
<br />Gertification Program Certificates.
<br />B. Installer Qualifications: Minimum of 5 years experience in finish corpeitq.
<br />G. r3wironmental Limitations: Do riot deliver or Install paneling until building is enclosed, met work is cornplated, and WAG system is
<br />operating.
<br />2.0 PRODUCTS
<br />2.1 MOOD PANIELIN6
<br />A. GlualIN Standard: ANI, AHMAG, and HI'5 'Architectural HoodHork 5tarclards!
<br />B. Flush Mood Pawling Mood-Vaneer Hall 5urfacing): Premium grace.
<br />1. Mood 5peflft- Mite birch, plain shood.
<br />2. Matching of Adjacent Veneer Leaves: Pleasincl mdch.
<br />3. Veneer Matching mithin Pawl Face: Genter-balorce match.
<br />4. Pawl matching: Select ad arrarge panels for similarity of grain pattern ad color between adjacent pawls.
<br />2�2 MATERIALS
<br />A. Mood Moisture Content: 5 to 10 perwit.
<br />B. Verieff-FaGed Pawl Products (114)dwood Plymood): HPVA HP-1, made vilth adhesive Containing no urea Formaldehyde
<br />C. Furring, Blocking, Shims, and Hanging Sir": Softwood or hardwood lumber, kiln dried to 15 percent moisture Content.
<br />3.0 EXECUTION
<br />3.1 SHOP FIN15HIN5 OF MOOD PANELIM
<br />A, Finishes. Same grades as Items to be finished.
<br />B. Shop finish transparent -finished wood paneling d fabrication MT.
<br />1. )V two coats or sealer or primer to concealed surFaces of woodworlL
<br />2. 19 a wash coat 5ealer to pawling made from closed -grain wood before staining ad finishing.
<br />3. After stain", if any, apply paste Hood filler to open -grain Hoods and Hipe off excess. Tht filler to match stained Hood.
<br />G. Transparent Finish:
<br />1. Finish; System - b, water -based Gross IH" acrylic.
<br />2. Show: SdIn or Semigloss. Verify finish with Owner.
<br />3.2 INSTALLATION
<br />A. Before Installation, condition paneling to average prevailing humidity conditions In Installation areas
<br />B. Install paneling to cor" HIth referenced quality standards for grade specified.
<br />G. Install paneling level, pluft, true and straight to a tolerance of Ilb Inch in c1b Inches.
<br />0. Scribe aid Gut stile ad rail wood paneling to fit adjoining Hori� refinish GjA surfaces, wd repair conaged finish at Cuts.
<br />E. Anchor paneling to supports with conceal 1-harger clIps aid by blind nailing on back-up strips, spilned-correction strips, and
<br />similar associated trh ad framing. Use Fine fln=N nails or finishing screms for exposed nolling, coudersurk and filled flush with Hoodwork.
<br />SECTION 064600 - MOOD TRIM
<br />1.1 SECTION REGIAREMENT5
<br />A. Section Includes standing and running trkn, Jornbs, and frames.
<br />B. 5ubmIttals: Shop Drawings ad Samples 4" the full range of Colors, textures, ad patterm available for each type of finish.
<br />G. Insta ler Qualli'lcations: Minimum of 5 years experience.
<br />0. Environmental Limitations for Interior Mood Trim: Do not deliver or Install Interior Hood trim until building Is enclosed, met work is
<br />completed, aid WAG system I. operating.
<br />2.1 NOOD TRIM
<br />A. Glucility Standardi AN], AHMA6, aid N's 'Architectural Hoodwork Standards.-
<br />B. Interior Trim for Transparent Finish: Premium grade, clear,.poplar or white birch as noted on plans, plain sliced/plain sawn.
<br />1. Fre Rated Interior Frames aid Jambs Were required): Products fabricated from fire -retardant particle board or
<br />fire -retardant, mocilm-dens,14 fiberboard with veneered exposed surfaces ad listed ar-d labeled by a testing aid
<br />"Ung agency acceptable to authorities having Juriscliction, for 20 minutes fire rating, based on test" according to NFPA 252.
<br />G. Interior Trim for Opaque Finish: #1 Gu5torn grace, made from any clored-grain hardwood.
<br />22 INTERIOR 5TANDIW7 AND RUNNIW2 TRIM
<br />AL Interior Hardwood Lumber Trkn: Premium grade, Clear, kiln -dried, poplar or mhU birch.
<br />B. Hood Hold": MMMPA HIM 4 made to patterm In INMMPA W 12 from klin-dried stock.
<br />1. Hardwood Holdings for Transparent Finishi Premium grade, clear, klln-drled, poplar or KhIta birch.
<br />2. Profiles: Sizes per dromings.
<br />G. Mood Moisture Content for Interior Moodwork: 5 to 10 percent.
<br />D. Blocking aid Shins: Softwood or hardwood lumber, kiln-dred.
<br />E. Interior Trim for Opaque Finish: #1 Custom grade, made From ciny closed-graln hardwood.
<br />23 SHOP PRIMIN6
<br />AL Shop prime wood trial for opaque finish Kith one coal; of specified Hood primer.
<br />2A SHOP FIN15HIN6 OF INTERIOR MOOD TRIM
<br />A. Finishes: Same Tode as Items to be finished.
<br />B. Shop finish transparent-finIshed interior Hood trim at fabrication shop
<br />1. Apply we Goat of sealer of primer to concealled surfaces of mood trinn. Apply two Coats to &"aln surfaces.
<br />2. A%119 a wash cout sealer to wood trim made from closed -grain wood before staining ad finishing.
<br />3. staining, IF any, apply posts wood filler to open grain moods, ad Ape off excess. Tint fillor to match staked Hood.
<br />G. Trareparent Finish:
<br />1. Finish: System - 8, mater-based cross I" acrylic.
<br />2. Shear: Satin or semigloss - Verify with Owner.
<br />3.1 INSTALLATION
<br />A. Before Installation, condition Hood trial to average prevailing humidity conditions in installation area.
<br />B. Install wood trim to comply with reFerenGed quality standard for grade specified
<br />G. Install Hood trim level, plumb, true, aid straight. Shim as required with Conceded shim. Install level and plumb to a tolerance of 1/8
<br />Inch in 46 Inches.
<br />0. Scribe ad cut wood trial to fit adjoining work, refinish cut surfaces, and repair damaged finish at Cuts.
<br />E. Anchor wood trim to anchors or blocking built In or directly attached to 5ubstraLes. Fasten HAh countersunk conwaled fasteners aid
<br />blind nailing. Use fine finishing nails or finishing screws for exposed nailing, counterslurik ad Filled flush mith woodwork.
<br />F. Interior 5tardlig and Running Trim: Install mIth mInknual number of joints possible using Full-length pieces Orom maximum length of
<br />lumber available) to greatest extent possible. Do not use pieces less than 16 Inches long, except mhore shorter single -length plows
<br />are necessary. 5carf running joints ancil stagger In adjacent ad related members.
<br />SECTION 0116200 - SHEET METAL FLASHINS NO TRIM
<br />ID C_IENEI;�Al_
<br />1.1 914MARY
<br />AL This Section Includes sheet metal Flashlrig ad trim In the following Categories;
<br />1. Exposed trim
<br />2. 6ravol stops
<br />3. Fascloo
<br />4- Cop"
<br />5. Metal Flashing
<br />1.2 GIUALITY ASSURANCE
<br />A, Installer 6lualffications: Engage an experienced Installer who has Completed "at metal Flashing and Vh work similar in material,
<br />design, and extent to that indicated for this Project and jib a record of suCcosriFul In-service, performance.
<br />13 PROJECT CONDITIONS
<br />A. Coordinate Nork of this Section with Interfacing and adjoining Nork for proper sequencing of each Installation. Ensure best possible
<br />Koatilher resistance, durability of Moric� and protection of materials and finishes.
<br />2.0 PRODUCTS
<br />2.1 METALS
<br />A6 6alvanized Steel 5hoet: A5TM A 526, 6 40, Commercial qualltyl, or A51M A 521, 6 40, lock -forming quality, hot -dip galvanized steel
<br />sheet with 0.20 percent copper, mill phosphatized 4ere indicated for paintirS. not less than OD346 " thick, unless otherwise
<br />Indicated.
<br />B. Coll-Goated 6alvanized Steel Sheet; Zinc -coated, commercial-quallty steel Meet Conforming to A5TM A 15-6, 6 CIO coating
<br />designation, coil coated with high-parformance fluoropolymor coating or, specified in "Coll -Coated 6alvanized Steel Sheet Finish'
<br />Article; not less than 0.033b " thick, unless otherwise indicated.
<br />2.2 FABRICATION, 6EI4ERAL
<br />A. Sheet Metal Fabrication Standard: Fabricate shoat metal f lashing aid trim to comply mith recommendations of 5MALNAS
<br />'Architectural sheet Metal Manual' that apply to the design, dimensions, metal, aid other Characteristics of the Item Indicated.
<br />B. Comply NIth details shown to fabricate sheet metal flashing and trim that fit substrates and result In waterproof and
<br />Heaffiff-resistant performance once Installed. Verlfq shcipes ad dimensions of surfaces to be covered before fabricating shoet
<br />metal.
<br />G. Form exposed shoot metal Mork that 6 Hbout excessive oil Coming, buickling and tool marks and that is true to line and levels
<br />indicated, Hith exposed edges folded back to form hems.
<br />P. Sealed Joints; Form nonexponslon, bul; movable, Joints In metal to accommodate elastorw1c, sealant to comply r4b 5RACNA
<br />staridards.
<br />E. Separate metal from noncompotible metal or Corrosive substrates by coding Concealed surfaces d locations of Contact mith
<br />asphalt mastic or offer permanent separation as rwcommencled 4 manufacturer.
<br />F. Conceal fasteners aid exlxinslon provisions where possible. Exposed fasteners are riot allowed on faces of Meet metal exposed
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<br />ARCHITECTURE
<br />ENGINEERING
<br />3680 Pleasant Hill Road
<br />Suite 200
<br />Duluth, Georgia 30096
<br />p 770.622.9858
<br />IF 770.622.9535
<br />www.hillfoleyrossi.com
<br />@ Copyright (as dated below).
<br />This drawing and all reproductions thereof are the
<br />property of Hill Foley Rossi & Associates, LLC.(HFR).
<br />It is intended for the sole use of the project named
<br />hereon. Reproduction without the written consent of
<br />HTR is unlawfuL All mpies are to be returned to l*R
<br />upon project completion,
<br />I sealed: 02-13-2019 1
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<br />I I Construction
<br />I mk I date I issue I
<br />Specifications
<br />A002
<br />HFR 18.945
<br />_T -------- 7___
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