HomeMy WebLinkAbout07-A-900 IdexxSECTION 0110 00 -SUMMARY
PART 1- GENERAL
1.1 SUMMARY
A. This Section Includes the following:
1. Work covered by the Contact Documents.
2. Type of Contract.
3. Use of premises.
4. Specification formats and converNons.
B. Related Sections include the rollowing'.
1. Division Ol Section 'Temporary recut¢s"far innartations and procedures governing temporary use M Owners studiios.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project identification'. Idexx Laboratones- Carmel, IN
B. Owner: Idux Laboratories
C. ArMftwVEngihieer: WSA Studio
1.3 TYPE OF CONTRACT
A. Project will be constructed under a the AIA AICI-2017 Standard Contract Between Owner and Contractor.
14 USE OF PREMISES
A. General: Contactor Mall have limited use of Project site for construction operations during commotion period. Contactors use of Project site is limited only
by Owners rigntto perform wore orto rein other contractors on portions of Project.
1.5 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with retnctions on construction operations.
1. Comply with limitations on use of public dmetsand other requirements of authorities having jurisdiction.
B. Smoking: Smoking is prohibited N all times inside the exiling building.Violation of this direct/¢ shall be grounds for immediate and permanent removal from
the site.
C. Firearms, alcohol beverages, and illegal drags: Firestone, alcohol c shortages, and illegal drugs am artery prohibited at all trees, everywhere on the site.
Violation of Its directive shall be grounds for immediate and permanent removal from the site,
PART 2 - PRODUCTS (Not Used)
PART 3- EXECUTION (Net Used)
END OF SECTION 0110 00
013100 PROJECT MANAGEMENT N COORDINATION
PART 1- GENERAL
1.1 SUMMARY
A. This Section includes administrative previsions for communing construction operators on Projet including, butnN limited to, the rollowing:
1. Administrative and supervisory personnel.
2. Project meilings.
3. Requests for lmerpmtmi FFIs).
1.2 COORDINATION
A. Correlation'. Coordinate construction opeatonstoensure efficient and orderly installation of each part of the Work. Coordinate construction operations that
depend on each other for proper installation, connection, and operc on.
1. Schedule contraction operations in sequence required to Vain the best resutls where installaton of one part of the Work depends on installation of
other components, before or after its own inniaton.
2. Coordinate implosion of different components will other contadorsto ensure maximum accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate hems scheduled for later unison
4. Where availability of space is limited, coordinate inniatlon of different componeNsto ensure maxlm101 performance and accessibility for required
maintenance, service, and repair of all components, including mechanical and electrical.
B. Prepare memoranda for attenuation to each party involved outlining special procedures required for coordination. Include such items as required notices,
reports, and lid of starters at meetings.
C. Procedures: Coordinate scheduling and timing of required administrative procedures with other condructon anvitiis and actirrtits of other comactorsto
avoid conflicts and Ur ensure orderly progress of the Work, Such administrative activities include, that as not limited to, the following:
1. Preparation of Contactors Construction Schedule.
2. Preparation of the Schedule of Values and Payment.
3, Installation and removal of Temporary faciltties and controls,
4. Delivery and processing of submittals.
5, Progress and Coordinaton Meetings,
6, Painstiation conferences,
7, Protect closeout acl its
8, Startup and adjustment of systems,
9. Project closeout act ifies.
1,3 PROJECT MEETINGS
A, Preconstruction Conference: As scheduled and conducted by the Contactor Contactor ordesignated representative will record and dilributemecting
minutes.
B, Prebs$Ilatlon Conferences: Conduct a pains$Ilaton conference atProledsrte before each construction actuary that requires coordination with other
construction.
C. Progress Meetings: Progress Meetings shall be conducted by the Contecturweekly. Commaoror Its designated reaatioa will keep and distributethe
meeting minutes.
14 REQUESTS FOR INTERPRETATION(BFIs)
A. Procedure: Immediately on discovery of the need for interpretation N the Contract Documents, and IT nutpossible to request interpretation mProject meeting,
prepare and submit an RFI in the form specffietl.
1. RFls shall originate with Contractor. RFls submitted by entities other than Contractor will be rammed who no response.
2. Coordinate and submit RFls in a winut manner so as fa avoid delays in Contractors work or work N subcontractors.
B. Content of the RFI: Include a defiled legible description of man needing momentum and the following:
C. Architects Action: Archftect will review men RFL determine anon required and return f Allow three working raysfor Architects response for each RFI.
D. On recomof An:hijocts action, update the RFI log and immediately tl abitua the RFI response to affected parses. Renew response and uatffy Arohftectwithin
seven days if Contractor disagrees with response.
E. RFI Log. Prepare, maintain, and submit a 4Wlar log N RFls organized byte RFI number Submit log weekly.
END OF SECTION 01 31 00
SECTION 0125 00 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
L1 DEFINITIONS
A. Substitutions: Changes in products, matenals, equipment and methods of construction from those required by the Contract Documents and pmposetl by
Cameron
12 ACTION SUBMITTALS
A, Substitution Requests: Submit three copies of each request for consideration leentify product or fabrication or ins$Ilanon method to be replaced, Include
Specification Section number and The and Drawing numbers and ales.
1, Substitution Request Form: Use Form as provided by Architect,
2, Documentation: Show compliance with performance requirement$ for subtVutions,
1.3 QUALITY ASSURANCE
A, Compatibility of Sublittions: Investigate and document compatibility of pmposetl subtittion with related noun and materals, Engage a qualified testing
agencyto perform compatibility Vets recommended by manufacturers.
PART 2- PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit real for Subliffiion immediately on discovery N near for change, bin not later than 15 days priorto time required for
preparation and review of relate submitals.
B. Substitutions for Convenience:Archrel will consider requests for construction IT received whom 30 days after commencement of the Work.
END OF SECTION 0125 00
SECTION 0160 00 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1,1 DEFINITIONS
A, Products: Items purchased for incorporating into the Work whether purchased for Project ortaken from previously purchased stick, The Vm^product'
includestheterms "material," "equipment" "system," and forms of similar intent.
B, Basis -of -Design Protlud Specification: Where a specific manufacturers protlud is named and accompanied by the words"basis of design," including make or
model number or offer designation, to establish the significant qualities related fa Type, function, dimension, in-service performance physical properties,
appearance, and ether chamcterstics for purposes of evaluating comparable produces N other named manufacturers.
1.2 QUALITYASSURANCE
A. Compatibiliryof Options: If Connector is given option at warning between two or more protluds for use on Protect product selected shall be compatible who
products previously selected even if previously selected products were also options.
1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver store and handle pmduls using means and methods that will preveNtlamage, comforter, and lose including theft Comply with manufacturers
written instructions.
14 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contact Documents. MaMacurers
disclaimers and limitations on product warranties do not relieve Control N obligations under requirements Nthe Conrad Documents.
1. Manufacturers Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by
maMacWmrto Owner.
2. Special Warranty. Wntem warranty required by or incorporated into the Contract Documents, eitherto extend time limit provided by manufacturers
warranty art movies more rights far Owner.
B. Submittal Time: Comply with requirements in Division 01 Section" Closeout Procedures."
PART 2- PRODUCTS
2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide produccsthat comply with the Conrad Documents, that are undamaged and unless otherwise indicated That are new
attune N installation.
B. Product Selection Procedures'.
1. Available Products'. MoreSpecffictions include a list N names N but products and manufacturers provide one Note protluds listed
2. Available Manufacturers: Where Specifications include a list N manufacturers, provide a protlud by one of the manufacturers listed.
3. Basis-N-Design Product: Where Grandstand name a product and include a lit N manufacturers, movies to specified product or a comparable
product by one Note other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions and other rharacteritics that are based
ante product named.
END OF SECTION 0160 00
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
e City of Camel ((��
�Vm�llotnrfiDAaL
DATE: \ 03/15/19
0133 00 SUBMITTAL PROCEDURES
PART 1- GENERAL
1.1 SUMMARY
A. This Section Includes adminitrNlve and procedural mjoramentsfor submitting Shop Drawings, Product Data, Samples, and other submlttaS.
1.2 DEFINITIONS
A. Action Small Written and graphic lnfortarton that requires Amhi$ds responsive action.
B. Informational Submittals: Wbtren Inronnatlon that does net require Architects responsive action. Submittals may be renewed for not complying with
requirements.
1.3 SUBMITTAL PROCEDURES
A. General. Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Contractors use in preparing submittals.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Carbonate each submittal with fdaricaton,purchasing, tidelivery, Nhersubmonals and related activitiesthat require sequential activity.
2. CooMlnatetmnsmlttal of different types of wbnittalsfar related pan ofthe Work so processing will not be delayed because of need to review submittals
concurrently for coordinaton.
a. Architect reserves the right $withholdaction on a submittal requiring coordlation with other submittals until related submittals are received.
C. Submittals Schedule: Comply with requirements in Division 01Erosion 'Construction Progress Documentation" far list of submittals and time requirement for
scheduled performance of related construction activities.
O. Processing Time: Allow enough time for submittal review, including time foresubmieals, as follows. Time for review shall commence on Architects receipt
of submittal. No extension of the Contract Time will be authonzed because of failure to transmit wbmitads enough in advance of the Woreto permit processing,
including resubmittals.
1. Initial Review: Allow 5 wonting days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.
Architect will advise Contractor when a submittal being processed mud be delayed for coordinaton.
F. Emissions: Highli gnt,encircle ,oratewise specifically ideal deviations from the Contract Documents on submittals.
H. Transmittal: Package each submittal i ndividually and appropriately for transmittal and handli ng. Transmit each submittal using a transmittal form.
Architect will who submittals, without review, received from sources Niter than Comment
PART 2- PRODUCTS
2.1 ACTION SUBMITTALS
A. General: Prepare and submit Acton Sdamn$Is required by individual Specification Sections.
B, Product Data: Cotlect imprope on into a single submittal foreach element of construction anetype of productor equipment,
C. Shop Drawings: Prepare Paled -specific informaton, dawn accuratelyto scale.
D, Samples: Submit Samples for review of land,color ,pattern, ane$Murefora checker these chamceriwos with after elements and fora comparison of these
chaacteristies between submittal and octal componentas delivered and installed,
G, Subcontract Liss: Prepare a written summary identifying individuals orfirms proposed foreach portion of the Work inclueingthose who Meto fumish
products or equipment fabricated to a special design. Include the following infonnowon in VWlarform:
2.2 INFORMATIONAL SUBMITTALS
A, General: Prepare and subnitlnformNional Submittals required by other Specification Sectors,
B, Contractors Constructors Schedule: Comply with requirements specified in Division 01 Section "Constmcton Progress Documentation"
PART 3- EXECUTION
3,1 CONTRACTOR'S REVIEW
A. Review each submittal and checkfor coordination who other Workof the Contract and for compliance with the Corral Documents. Note corrections and field
dimensions. Mark with approval stamp before automation V Anotel
B. Approval Stamp: Stamp each submittal with a uniform, approval now I bdutle Project name and location, submittal number, Specification Sect on title and
number, name of reviewer, date of Contractors approval, and statement carrying that submittal has been reviewed checked and approved for compliance who the
Contract Dupuments.
3.2 ARCHITECT'S/ ACTION
A. General'. Amhiject will not review submit$Is that do not bear Contractors approval stamp and will than them without action.
B. Action Submittals: Archftect will review each submittal, make marks to indi care corrections or under cations required and return it. ArchiRd wi ll stamp each
submittal with an action now and will mark stems appear aVy V indicate action $ken.
C. International Submittals: Architect will review each submittal and will not rewm it or will return it IT it does not comply with requirements. Aerator will
toward each suhmittal fa appropriate party.
D. Pant al thrombus are not acceptable, will be considered nonresponsive, and will be returned without review.
E Submittals not required by the Contract Documents may not be reviewed and may be di scanted.
END OF SECTION 0133 00
SECTION 0177 00 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A, Sect on includes admini starve and procedural requirements for contract closeout including, but not limited to, the following:
1. Required close outdocanentstobesubmitteeatend ofthissedion.
2. Warranties
3, Final cleaning,
1.2 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A, Organizaronof List: Include name and identficaiion of each space and area affected by construction operasionsfor incomplete Items and items needing correction
Including, If necessary, areas disturbed by Contaetorthft am nRSlde the limits of construction
13 WARRANTIES
A, Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties after than date of
Substantial ComplViionisinlicatee.
B, Organize warranty documents into an orderly sequence based on the table of cents of the Project Manual,
Revise first subparagraph below to wit Project,
Coordinate paragraph below if Division 01 Section "Opemli on and Maintenance Data" is used.
C, Provide were onal copies of each warranty to include in option on and maintenance manuals,
PART 2- PRODUCTS
2.1 MATERIALS
Paragraph below contains basic requirement. Revise this article en we Project arm accommodate unusual situmions.
A. Cleaning Agents: Use cleaning majeral5 and agent recommended by manufacturer or fabricator of the Surface to be cleaned. Do not use cleaning agent that are
potent ally hazardous to hearth or property or that might damage finished surfaces.
PARTS- EXECUTION
3.1 FINAL CLEANING
A. General: Performfinal cleaning. Contlud cleaning and waste -removal operationsfa comply writ local laws and ordinances and Federal and local envimnmerdal and
antipollution regulations.
B. Cleaning: Employ experienced workers unprofessional cleaners forfinal cleaning. Clean each Surface mantle condition expected in an average commercial
Wilding cleaning and maintenance program. Comply withmanufadurers written instructions.
END OF SECTION 0177 00
SECTION 024119 - SELECTIVE DEMOLITION
PART 1- GENERAL
1.1 DEFINITIONS
A. Remove :Detach Items from existing contraction and legally dispose of them off -site unless inlleNed t be moved and salvaged or removed and relnnied
B. Renomand SaVagel Carefully detach from exist by construction, In a manner to prevent damage, and deliver to Owner ready for muse.
C. Ramoveand Reinstall Detach items from Iota g contmillon prepare far muse, and rental where indicated.
D. Exttingto Remain'. Exist high Items of construction that am not $beperrmanenly removed and that are net otherwise indicated to be removed, removed and
salvaged, or removed and reinstalled.
12 FIELD CONDITIONS
A. Owner will occupy whom of budding Immediately adiaCEMto selective demolition area. Conductseledlve demolition so Owners operations will ON be
usnuand
B. Conditions existing at time ofinspection forbidding purpose will be mot mai red by Owner as far as pact cot.
C. Notty Architect of discrepanciesbetween exiting conditions and Drawings before proceding with selective demolition.
D. Hazardous Materials: Itis notexpected that hazardous materials will be en6ou n$red In the Work.
1. Hazardous annuals will be removed by Owner before start of to Work.
2. ffsuspected hazardous materials am encountered, do not disturb', immediately ntiTy Architect and Owner. Hazardous materials will be removed by Owner
under a separate contrail.
E. Storage or sale of removed Items or materials on -site I s not pemlll$d.
F. Utility Service: Maintain exist high milites inch cand to remain in service and protect them against damage during selective demolition operations.
1. Malnualn fire-pro$dlon Voters N service during selective problem operations.
1.3 WARRANTY
A. Exiling Warranties:Remove, replace path, and repairmaterials and surfaces cot or damaged dun high selectve demolition, by methods and with materials so
as net to void exist high warranties.
PARTS- EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition operators.
B. Survey existing sanctions and cormla$ with requirements indicated to determine extent of selectve denotrtion required.
C, When unanticipated mechanical,electrical, or structural elementsthat conflict with intended function or design as encountered, investigate and measurethe
nature and extentof conflict. Promptly submit a wrrt$n report$ Aahrtect.
D. Engage a professional Monsanto perform an engineering survey of conetion of building to determine whether removing any element miAnt resuft in structural
deficiency or unplanned collapse of any portion of lecture or adjacent structures during selective building eemNiton operations,
E. Survey of Exist ng Conditons Record exist ng conditions by use of photographs.
32 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A, Existing Servicesv5ysternsto Remain Maintain servicesysynnos indicated to remain and protect them against damage,
Retain "Refrigerant" Paragraph below if selective demNiton includes mechanical equipment remaining refrigerant, Partial maybe part of equipment such as air -
concerning units chillers efi gerarors, freezers icemakers heat pumps, dehumidifiers and drinking watercoolers,
B. Renterant: Remove refrigerant from mechanical equipmentro be selectively Aemommee according V 40 CFR 82 and regulations of authorities having
)Urlsdlction
33 PREPARATION
A. Sit Access and Temporary Contels: Conduct selective demoliion and debris-renoval opearonsto ensure minimum irrterferencewhh ends, streets, walks,
walkways, and other adjacent occupied and Used faciftes,
1. Comply with requirements for access and protection specified in Section 015000 "Tempoary Faciftes and Contests"
B. Temporary Facilities: Provide jemaomry barricades and other protection required to prevent injury to people and camageto adjacent buildings and faciftesV
remain.
C. Temporary Sharing: Provide and maintain shoring, bracing and stedural Supports as requiredto preserve stability and proventmovement settlement or
collapse of construction and finishesto remain, and to prevent unexpected or uncontrolled movement or collapse of construction being completed
SECTION 024119-SELECTIVE DEMOLITION -CONTINUED
3.4 SELECTIVE DEMOLITION, GENERAL
W S A S T IL1)10
A. General: Duration and remove existing construcson only b the extent required by new construction and as indicated. Usemelhotlsiequiretl$complerrethe
Work within IlmrtNlons of governing regulators and as follows'.
1. Neatly cut openings and holes plumb, square and trueto dimensions required Use cutting methods least likely t damage construction t remain or
adjoining construction. Use hand tools or small power tools designed for sawing or grin ling, not hammer up and chopping, to minimize ustulbance of
982 S. FRONT STREET
adjacentsurfaces. Temporarily cover openings to remain.
2. Cut or drill from the exposed or finished side into concealed surfacesto avoid marring existing finished surfaces.
COLUMBUS, OH1043206
3. Do notusecttingtorchesuntilwork areaiscleared of flammable materials. Atconcealed spaces, such asductand pipelinal verifycontlitlon and
contends of hidden some before starting flame -cutting operations. Maintain fire watch and portable fire-w ppression devices dun ng flame -cutting operations.
614.824.1633
4. Locate selective demolition equipment and wave owns and materials so as notto impose excessive loads on supporting walls, floors, orframing.
5. Dispose of demolished Items and materials promptly.
B. Reuse of Building Elements:Preject has been designed t at in entief-Projectrates for room of building elements as follows. Do not demolish Wilding
elements beyond what is indicated on Drawings without Architects approval.
C. Removed and Salvaged Items:
vSwill
1. Clean salvaged items.
2. Pack or crate items after cleaning l dentify coments of containers.
3. Store items in a secure area until delivery$ Owner.
4. Transport items to Owners storage were designated by Owner.
5. Projed items from damage during transport and storage.
O. Removed and Reinstalled Items:
1. Clean and ream r items to functional condition adequate for intended muse.
2. Pack or crate items after cleaning and repairing. ldentufycon$ntsofcmr$iners.
3. Protect hems from damage during transport and toage.
4. Rei nstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and
miscellaneous marten als necessary V make item fund onal for use indicated,
E. Exiting Items to Remain: Protect constection inch toted to arm n against damage and sell high during selective dtmoliton. When permitted by Architect items
may be removed V a suable, projected storage beat on curing selective demolition and cleaned and ei ns$Ilee in their original locations after selectve Aemodion
members am complete.
3.5 DISPOSAL OF DEMOLISHED MATERIALS
Insert other specific disposal, cleanup, or removal requirement V wit Project,
A, General: Except for items or materials indi crag to be recycled mused salvaged aintalle4 or otherwi an indicated V remain Owners property, remove
eemoll shed materials from Project site and legally dispose of them In an EPA -approved landfill,
G•IQFFRE
COMPANIES INC.
1, Do not allow demolished materals to accumulate on -site,
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
3, Remove debris from elevated portions of building by chute, hoist or other device that will convey debris$ grade level in a controlled descent
4, Comply with requirements specified in Section 017419"Construction Waste Management and Disposall'
B. Disposal: Transport demolished materals off Owners property and legally dispose of that
3,6 CLEANING
A. Clean adjacent structures and improvements of dust dirt, and debris caused by selectve demolition operations. Returnadlacentareasto condition existing
before selectve demolition operations began.
END OF SECTION 024119
SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY
PART 1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Wood blocking and mailers.
2. Plywood backing panels.
1.2 ACTION SUBMITTALS
A. Product Data: For each Type of process and factory-fabncated product.
PART 2- PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
A. Lumber: DOC PS 20 and applicable miss of grading agencies intlictetlif no Trading agency is indicated provide lumberthat complies withthe applicable
roles N any eles-wnting agency certified by the ALSC Board N Review. Provide lumber graded by an agency certffied by the ALSC Board of Reviewto inspect
and grade lumber underthe miss intlictetl.
1. Dress lumber, S4S, unless otherwise intlictetl.
B. Maximum Moisture Comfort N Lumber: 15 percent.
2.2 WOOD -PRESERVATIVE -TREATED MATERIALS
A. Preservative Treahoent by Pressure Process'. AWPA UI',Use Category UC2 for interior consiuclion not in contact with ground Use Category UC3b for
exterior conMOon not in contact with ground and Use Category UC4a for items in contact with ground.
1. Preservative ChamicSs'.Acceptable to authorities having jurislict on and containing no arsenic or chromiu in
B. Kiln -dry lumber after treatment to a maxi mum moist ne content N 19 percent Do not use manonal that is warped or does not comply with own remounts for
brewed major al.
C. Mark lumber writ treatment quality mark of an i nspecron agency approved by the ALSC Board N Review.
D. Application: Treat dams indicated on Drawings, and the annul
1. Wood cants, miors ,curbs , equipment support bases, blocking, stripping, and similar moral i n connection with minihid flour ng, vapor barriers, and
wateemding.
2. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry or concrete.
3. Wood front mg and Nni mg attached diredy to the inten or N below -garde expert masonry or concrete walls.
4. Wood immi by membersthat am Is%than 18 inrhes(460 mum Me* the ground i n cmwlwamw or unexcavted areas.
5. Wood floor plates That are installed over concrete slabs -on -grade.
2.3 FIRE -RETARDANT -TREATED MATERIALS
A Fire-Reardant-Treated Lumber and Plywood by Pressure Process: Products with a flame -spread index N 25 or less when Voted action by to ASTM End, and
With no Alliance N Significant progressive combustion when the easts extended an additional 20 minutes, and With the fine iron not extending more than
10.5 fear (3.2 m) beyond the centerline of the burners at anytime dun by the We
Exterior Type is suitable far both exenor and irdenor applications. Ineen or Type is only far irdenor applications.
1. Interlor Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D3201 N 92 percent relNlve
humidity Use where exterior Type is not indicated.
2. Design Value Adjustment Factors: Tread shall betend according to ASTM D5664, and design value adjusument$dors shall be calculated
according to ASTM D6841 Retain opt on In time paragraph below if required for plywood barn by panels.
B. Kiln -dry lumber afterthemmeneto a maximum moisture content N 19 percent.
C. Itlenify fire-re$rdan-treated wood with appropba$ classfult on marking of qualifletl $sting agency.
D. Application) Treat all miscellaneous carpentryuuless aNBrMBa indented.
1. Framing for wised plmotms.
2. Concealed blocking.
3. Roof framing and blocking.
4. Wood ranks others, curbs, equipment support bases, blocking, and similar members In comencton with roofing.
5. Plywood backing panels.
2.4 MISCELLANEOUS LUMBER
A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including pie fol owing:
1. Blocking.
2. Natters.
3. Rooftop equipmentleases and support cubs.
4. Canis.
5. Furring.
6. Grounds.
7. U9lrty shelving.
B. Concealed Boards: 19 plaartmaximum moisture content of any ofthe following species and grades:
1. Mixed southern pine orsouthern pine, No. 2 grade', SPIB.
2. Eastern softwoocs No. 2 Common grade, NELMA.
3. Northern species, No. 2 Common gmtle', NLGA.
4. Want woods, ConMOon or No. 2 Common grade, WCLIB or WWPA.
2.5 PLYWOOD BACKINGPANELS
A, Equipment Backing Panels: Plywood DOC PS 1, Extedm, A-C,fire-relardantlreated,] in thickness indicated or, ffnor indicator nNlessthan3/44neh(19-
m 11 nominal thickness.
2.6 FASTENERS
A, General: Providefazeeners of size and type indicated that comply wish requirements specified inthis article formaterial and manufacture,
1. Where carpenty is expusent weather, in ground contact,pressure-peservariveteaVA, arm area of high relative huniAty,provide falenerswdhhot-
dip Ent coating complying with ASTM A153/A153M
B, Screws for Fas$ningto Metal Fobbing: ASTM C7002 length as recommended by screw manufacturer for material being fastened,
C, Power -Driven Fasteners: Fastener symmswNt an evaluation report acceptableto abortion having jurisdiction, based on IMES AC70,
27 MISCELLANEOUS MATERIALS
A. Adhesives for Gluing Furring and Sleeperesto Concrete or Masonry: Formulation complying with ASTM D3498 that is approved foruse indicated by adhesive
manufacturer
B, Flexible Flashing: Composite sell -adhesive, flashing product consisting of a pliable, Will rubber orrubberiud-asphall compound bondedto a high -density
polyethylene film, aluminum foil, or surrounded polyolefin to produce an overall thickness of not less than 0.025 inch (0.6 mind
PART 3- EXECUTION
3.1 INSTALLATION
A. Framing Standard: Comply with AFSPA's WCD 1, 'Details for Conventional Wood Frame Constmcroq"unless otherwise indicated.
B. Set carpentry to required levels and lines, who members plumb, tomato line, ar and fitted. Fit carpentry accuratelyto other corpWction. Locate All
bailers, blocking, and similar wppohs V comply with requirements for attaching other construction.
C. Install plywood backing panels by fastening to studs', coordinate locations with utilities requiring backing panels. Install firo-relardad-bealed plywood
batting panels will classification mating of healing agency exposed to view.
D. Do not splice structural members between Supports unless otherwise i neicajee.
E Comply wit AWPA M4 for applying field treatment fa can surfaces N preservative -treated lumber.
F. Severely aach carpentry work to substrate by and and fastening as indicated, complying with the followin g'.
1. Table 2304.9.1,^Fastening Schedule," in ICC's lnternanonal Building Cotle.
2. Table RW2.all), " Fastener Schedule far Structural Members," and Table R602.3(2), "AfternNe Attachments," in ICUs International Residential Code far
One- and Two-Fami1y Dwellings.
3. ICC-ES evaluation reportfortstner.
3.2 PROTECTION
A. Project wood thathas been tested with inorganic bosom USES) from weather.ff, despite promotion, inorganic bemntreatedwood becomes wet apply EPA-
reJishored borteterahoent. Apply borate station by spraying to comply writ EPA -registered label.
END OF SECTION 061053
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