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<br />SECTION 07210
<br />GENERAL CONDITIONS
<br />CAST NE -PLACE -CONCRETE
<br />BUILDING INSULATION
<br />1. CONTRACTOR
<br />5. INDEMNIFICATION
<br />PART 1 GENERAL
<br />PART 2 PRODUCTS
<br />PART 1 GENERAL
<br />4. Do not proceed with installation of joint sealants until c ontaminanfs
<br />11. Auxiliary Materials:
<br />a. The Contractor shall be lawfu litartsed. The Contractor shall rate in writi a
<br />lY desig
<br />TO the fufiest extent f
<br />permitted by law the Contractor shall indemnify and hold
<br />1.1 QUALITY ASSURANCE
<br />2.1 MATERIALS
<br />1.1 QUALITY ASSURANCE
<br />A Comply with garnering codes and regulations. Provide products of acceptable
<br />capable of irdedeiing with adhesion are removed from joint st�trates.
<br />B. Examine substrate , report r dwrditions in writing. Beginning wtxk
<br />a. Pushlpulls, doorstops, overhead holders, and deadlocks.
<br />b. Weethvictripping and thresholds.
<br />representative who shall have express authority to bind the Contractor with respect to
<br />harmless the Owner, Owners consultants, and ents and ern o of an of
<br />a9 PI Y� Y
<br />A Comply with governing codes and regulations. Provide products of acceptable
<br />A Structural Steel:
<br />manufacturers, which have been in satisfactory use in similar service for three
<br />satisfactory
<br />t
<br />means accepttune of substratas.
<br />a. Exit devices.
<br />ail natters under this Contract.
<br />them from and against dadms, damages, losses and a nses, includin but
<br />>� 9
<br />manufacturers, which have been in satisfactory use in similar service for three years.
<br />1. Structural Steel Shapes, Plates, and Bars: ASTM A 572.
<br />years. Use experienced insiders. Deliver, handle, and store materials in
<br />C. Provide sealanffi in Colors as selected from manufacturers standards.
<br />b. The Contractor shall perform the Work in atxxhrdance with the Contract Documents.
<br />not limited to attorneys' fees, arising out of ar resulting fi om perfomtarx� of the .,
<br />Use experienced installers. Deliver•, handle, and store materials in accordance with
<br />2. Oold-Formed Steel Tubing: ASTM A 500, Grade B.
<br />accordance with manufacturees instructions.
<br />D. Instcti mhaterials arhd systems tin accordance with rrmnufacturers instrudiorhs and
<br />PART 3 EXECUTION
<br />u Execution of the Contract by the Contractor is a represerhtation that the Corutredor has
<br />Work, provided that such claim, damage, ices or expense is attribttable to
<br />manufaturer's Imo•
<br />B. Standards'
<br />3. Hot -Form d Steel Tubi ASTM A 501.
<br />��
<br />PART 2 PRODUCTS
<br />2.1 MATERIALS
<br />approved submlttais. Austell materials and systems in proper relation with
<br />3.1 INSTALLATION
<br />carefully examined the Contrect Documents, has visited the site, become thoroughly
<br />both in'u , s d
<br />IY • ! ry idcness, tsease or death, or to injury to ar destruction of tangible
<br />1. ACI 301, Specifications for structural Concrete for Buildings.
<br />4. Steel Pb�: ASTM A 53, Type E or S, Grade B; or ASTM A 501.
<br />A Blenkot/Batt insulation:
<br />�jacern construction and with uniform appearene. Coordinate with work ot
<br />A Take field meesuremrents before fabrication where possible; do not delay join
<br />familiar with the natrure and location of the Work, the conditions of the site as they exist,
<br />Property (other than the Wark itself) but Only to the extent caused by the
<br />2. ACI 318, Building Code Requirements fro Rainfored Concrete, and CRSI
<br />5. Steel Castings: ASTM A 27, Gnaro 85-35.
<br />1. Application: Thermal insulation in studs lo exterior wale.
<br />other seczions. Clean and prime joints, and irhstall btd breakers, backer rods
<br />and sealant as recommended by ma ufacturers.
<br />�'
<br />and the character of the operations to be carried out under the Contract Doclmnermts,
<br />negligent acts or omissions of the Contractor, a Subcontractor, anyone directly
<br />Mandl of Standard Practice.
<br />6. Heeded Stud Type Shear Camectors: ASTM A 108, Grade 1015 or 1020.
<br />a. Batt insulation R-19. R-13, R 11 as shown on plans. Kraft faced with
<br />B. Install materials and systems in accordance with manufacturers Instructions and
<br />incluudi all exists site conditions, access to the site, physical characteristics of the
<br />n9 n9
<br />or Indirecti embed b them or an
<br />Y P Y Y yore for whose ads they may be liable,
<br />C. Mack -Ups: Provkla mode up � required to demonstrate quality drf worivrhanshlp.
<br />7. Anchor Bolts: ASTM A 307, nonheaded tom''
<br />ataNrng flange for wood oral oonstrucciti.
<br />E. Depth shall equal width up to 1/2 kmh wide; depth shall equal 1/2 width for joints
<br />dryer, i!2 �, wide.
<br />approved materials and systems in proper relation with
<br />site and surrounding areas, and all matters that affect the Worts, or• its performance.
<br />regardless of whether or not such claim, damage, lass ar expense is caused in
<br />8. Unfinished Threaded Fasteners: ASTM A 307, Grade A
<br />2. Type. Foil -faced mineral fiber.
<br />adjaent cornsiuctierh and with uniform appearance. Coordinue with work dxf
<br />onstr ctio nd w
<br />Because of such examinations and in vestigations, the Contractor further represents
<br />part by a party indemnified hereunder.
<br />D. Floor 1-ltness and Levelness Tderanrxes:
<br />9. High -Strength Threaded Fasteners: ASTM A 325 or ASTM A 490, as
<br />a. Standard: ASTM C 665, Type III {foil-scrimakraft vapor -retarder
<br />F. For application ot sealants, fellow requirerrnerns of ASTM C1183 unless spedfled
<br />other sections.
<br />that he thoroughly understands the Contract Documents. The Contractor further
<br />1. Subflcors under Materiels Such as Concrete Toppings, Ceramic Tile. and Sand
<br />applicable.
<br />� ).
<br />C. Anchor securely in place; Install plumb, level and in true alig rmenL twists
<br />represents that he will abide all
<br />by applicable codes, ordinancas, laws, regulations, and
<br />6. CONTRACTOR'S QUALIFICATIONS
<br />Bed Terrazzo: ACI 3021 R and ASTM E 1155, floor flatness (R) of 15, floor
<br />10. Stnxctxrei Steel Primer Pairht: SSPC - Pelnt 13, cnmpaibla with topcoats.
<br />b. Foii reinforced Kraft facing (FRK) with stapling flange for wood stud
<br />G. Avoid dropping or smearing compound on adjacent surfaces.
<br />dissimilar materials to Prevent corrosion.
<br />rules as they apply to the Work. Claims for additional time or additional Coro P
<br />a. The Contractor is financially solvent, able to pay its debts as they mature and
<br />levelness Fl ot 13.
<br />{)
<br />a Cement Grout Portland cemxsek sand.
<br />appticishor► in attic any (FS-25 with dame spread of 25) as
<br />H. F11 joints solidly with compound and finish compound smooth.
<br />D. Install components io drain water passing joints, occurring within
<br />betauss of the Contracta''s failure to familiarize himself with all local conditions and the
<br />possessed of sufficient working capital to complete the Work and perform its
<br />2. Subfloors undror MaterialsSuch As 1/myf Tile. Epoxy Toppings, Paint, and Carpel:
<br />ACI 302.1 R and ASTM E 1155, floor flatness (R) of 20, floor• levelness (R) of 17.
<br />b. Nonmetallic Shrinkage -Resistant Grout Pram nixed norvnetallic grouting
<br />manufactured by Owens Comig or Equal•
<br />3. Sound Batt insulation w ith noncombustible mineral fiberglass Bats with
<br />I. Cure and prootect sealants as directed by matufacdrrers. Replace or restore
<br />framing mernbers, and moisture migrating within the system o erCffirit:
<br />Contract Documents will not be permited.
<br />obligations under the Contract Documents in an efficient and capable manner.
<br />dxorr�otrnd, ASTM C 1107.
<br />, „
<br />minimum 3 r4 thx�ess.
<br />damaged sealants. Clean adjacent surfaces to remove sprtiage.
<br />E. Adjust aperatirg entrance door• hardware o function smoothly as
<br />d. Baause the Contract Documents are complemrentary, the Contrector shall, tuefore
<br />PART 2 PRODUCTS
<br />PART 3 EXECUTION
<br />PART 3 EXECUTION
<br />J. After al equipment and wal materials have been installed, all joirnts to wralls and
<br />rnacanrrhermded by manudachirer.
<br />startin each n ct the Work, careiul stu and con
<br />g porti0 l y dy pare the various Contract
<br />b. The Contractor can famish the tools, materials, supplies, equipment and labor
<br />2.1 MATERIALS
<br />3.1 INSTALLATION
<br />bases shah be sealed with silioone sealant.
<br />1. For entrance does accessible o people wlth disabilities, adjust losers o
<br />Documents relative to that portion of the Work, as well as the inforrnatiol furnished by
<br />required to complete the Work and perform its obligations under the Contract
<br />A Cast -In -Place Carxrete:
<br />3.1 INSTALLATION
<br />A Irnstafl materials and systems in acccordance with manufat�urer's ir�n'udions and
<br />provide a 3-seoond closer sweep period for doors to move from a 70-degree
<br />open positron to 3 incites {75 mm) from the latch, me�ured to Uhe leading for
<br />the Owner, shall take field measurements of an existin conditions related to that
<br />Y 9
<br />Documents and has sufficient experience and competence to do so.
<br />1. Cast -In -Place Concrete Reinforrc;irg and ACoessmies:
<br />A Comply with AISC codas and specifications, and with AWS'Strudural Weldug
<br />a�o� submittals. Install materials and systems in proper relation with
<br />SECTION 08110
<br />.
<br />portion of the Work, and shall observe any conditions at the site affecting ti These
<br />c. The Contracor is authorized to do business in the state where the Project is
<br />a. Coxrete Design Motes: ASTM C 94, suitable for project requirements and site
<br />Code .
<br />adjacent construction. Coordinate with wok of other sections. Provide full
<br />STEEL DOORS AND FRAMES
<br />F. Coordinate wdth glass and glazing work; Install hardware and adjust for smooth,
<br />obligations are for the purpose of facilitating coordination and construction by the
<br />located and is properly licensed by all necessary governmental, public and
<br />conditions, but with a minimum of 3000 PSI 28 day compressive strength
<br />B. Check elevations and plumb and tolerances; certify that installed work is
<br />thickriass in one layer• over entire area, tkglhtiy fitting around penetration.
<br />PART 1 GENERAL
<br />proper operation.
<br />Contractor and are not for the purpose of discovering errors, omissions, or
<br />other authorities having jurisdiction over the Project.
<br />b. Maximum slump shall be 5 in.
<br />within AISC Standards. Owner may engage testa g/inspection agency to inspect
<br />welded and botted connections.
<br />B. Pour Bose insulation into cavities indicated; provide uniform coverage at
<br />correct density and thicluress.
<br />G. Akumfium-framed assembii� wtil be kbnsideted defective t they do rnct pass
<br />inc onsistencies in the Contract Documents-, however, the Contractor shall promptly
<br />repot to the Owner any errors, ircxonsistencies or omissions discovered by or made
<br />7. OWNERS RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE
<br />c. Reinforcng Bars. ASTM A 767
<br />C. Ardritecheally exposed steel: Fabricate with special care using materials
<br />C. Install vapor retarder over entire area of inside face of exterior walls and
<br />1.1 QUALITY ASSURANCE
<br />A Comply with goveming codas and regulations Provide products of
<br />tests and inspections
<br />known ti the Contractor request for information. It bs recognized that the
<br />CONTRACTS
<br />d. Concrete Materials: ASTM C 150, Type 1, Portland cement potable water.
<br />�{ully selected ter best appearance. Store materials cif ground and keep
<br />elsewhere as indicated. Seel all seems and around perimeter and
<br />a le which Isere been in use in s servals
<br />H. Clan and protect completed system, repair damage.
<br />d i
<br />Contractors review is made in the Cornractors c;apadly as a conb'actor and not � 8
<br />e. Concrete Admixtures: Containing lees than 0.1 percent chloride ions.
<br />dean.Cut, fit and assemble worse with surfaces smooth, square and with
<br />penafiations with duct tape to form a continuous vapor retarder free of Was.
<br />r three liver,actory
<br />for three years. flee experienced insffiIiers. Deliver. handle, and afore mreffiriais
<br />ars. ti exile ore
<br />licensed design professional, unless otherwise specifically provided in the Contract
<br />a, The Owner reserves the right to perform construction or operations related to
<br />f. Vapor Retarder: ASTM D 4397 polyethylene sheet, 6 mils.
<br />complete contact at joints. Set all cambers up. Weld al w ork continuously;
<br />D. Protect installed insulation and vapor retarder•
<br />in accordance with manufacturers instructions.
<br />Dccumenfs.
<br />the Project with the Owners own forces, and to award separate contrails in
<br />PART 3 EXECUTION
<br />grind smooth and Bush to make seams not visible after primig. Prepare
<br />B. Standards: ANSUSDI-100. Recommended SpedfiraBons for Standard Steel
<br />SECTION 09110
<br />connection with other portions of the Project or other construction or operations
<br />surfaces o dxrn* with SSPC-SP6; apply Prime tx� witlnn 24 hours after
<br />Doors and Frames.
<br />NONSTRl1CTURAL METAL FRAMING
<br />e. The accuracy of grades, elevations, dimensions, or locations of existing conditions ta
<br />on the site under Conditions of the Contrail identical ar substantially similar to
<br />3.1 INSTALLATION
<br />cleaning.
<br />C. Perromrrence starhdards:
<br />not guaranteed by the Archit� or the Owner. The Contractor Is responsible for
<br />the including those portions related to insurance and waiver of subrogation.
<br />A Comply with ASTM C 94. Do not change mix design without approval. Calcium
<br />D. Touchup field wel ds and abraded areas with shop primer.
<br />1. Fire Rated Assemblas: NFPA 80, and arx�abla testing agency listir►g.
<br />PART 1 GENERAL
<br />verifying same. lf the Contractor performs construction activity when the Contr actor'
<br />knows, or should know In exercise in reasonable diligence, that an activity involves an
<br />b. The Owner shall provide for coordination of the activities of the Owners own
<br />c bride admofinres are not permitted.
<br />B. Chamfer exposed edges/comrers to provide stra[ght liras.
<br />2. Thernel-Rated Assemblies at Exterior ASTM C 236 or ASSTM C 976.
<br />1.1 QUALITY ASSURANCE
<br />emo; inconsistency, or omission in the Contract DocumenLS, the Cohtuactor shall
<br />forces and of eadt separato contractor with the Work of the Contractor, who
<br />C. Tderene: Pis 1/8' in 10' for grade, alignment, and straightrness.
<br />SEGTION 06100
<br />3. Sound -Rated Assemblies at Mec haarnical Rooms: ASTM E 1408, and ASTM E
<br />A Comply with governing codes and ragulatiorhs. Provide prodtxds aceptabie
<br />marxrfacturers, whk:h have beer► in satisfacory use in similar service for three
<br />assume appropriate responsibility for such performance and shall bear an appropriate
<br />shall cooperate with them. The Contractor shall participate with other separate
<br />D Expansion Joints: Far exterior work bete 30 o c at approved locations. Provide
<br />ROUGH CARPENTRY
<br />4.13.
<br />years. Use experienced installers. Deliver, handle, and store materials In
<br />amount of the costs attributable for correction.
<br />contractors and the Owner in reviewing their construction schedules and
<br />smooth dowels across joint which permit 1" horizontal movement and no vertical
<br />PART 1 GENERAL
<br />PART 2 PRODUCTS
<br />ac ordanc a with manufacturer's instructions.
<br />f. The Contractor is not required to ascertain that the Contract Damments are in
<br />performance requirements.
<br />shear movement•
<br />1.1 QUALITY ASSURANCE
<br />SECTION 07240
<br />2.1 MATERIALS
<br />B. Tolerances: Not m ore than 1/8 inch in 10 feet deviation from true plane, plumb,
<br />accordance with a icable laws statutes, ordinances, codes rules and
<br />ppl' regulations, or
<br />c. The Contractor• shall afford the Owner and ee ate cattractors reasonable
<br />E. Isolation Jartls. Provde between slabs and vertical ekamnents such as oolunrs and
<br />A Comply with governing codes and regulations. Provide produces of acceptable
<br />IXTERIOR INSULATION AND FINISH SYSTEMS
<br />A Interior Steel Frames:
<br />level and Proper relation o adjacerht surfacxes in finishred wait.
<br />lawful orders of public authorities, but the Contractor shall promptly report to the Owner
<br />o rtun for introduction and st a of their materials and ub ment and
<br />ppo illy a'ag eq p
<br />structural walls.
<br />mm�ufacffirers, which have bow in satisfactory tee in sirrrlar service for three
<br />PART 1 GENERAL
<br />1. Material: Minimum i6 steel street.
<br />9aulle
<br />Assemblies: ASTM E 119.
<br />C. Fire Resistance for Fructur
<br />any noxanformity discovered by or made known to the Contractor.
<br />performance of their ac tvities, and shall connect and coordinate the
<br />F. Control Joints: Provide sawn or Coded jdMs or removable drusrert strips; depth equal 0
<br />years. Use experienced installers. Delbver handle, and store materials in
<br />1.1 QUALITY ASSURANCE
<br />2. Comers: Mitered or coped.
<br />D. Performance: Fire, sttudurai, and seismic perfortrhawe mreeti r ubraments
<br />1,
<br />g. The Corhtractor shall su pervise and direct the Workk, using the Contactor's best ski and
<br />Contractor's construdton and operations with theirs as required by the Contract
<br />1/4 slab thidoress. Spacing ats required and approved.
<br />accordance with manufacturers instructions.
<br />A Comply with governtng codes and rtgulatios. Provide prodtxxts ot acceptable
<br />3. Type: Knockdowrn.
<br />ot building code and local authorities.
<br />attention. The Contractor shall be solely responsible: for, and have control over,
<br />Documents.
<br />G. Wall Finishes: As -east and patched for concealed workk; rubbed smooth, filled and
<br />B. Lumber Standards ad Grade Stamps: DOC PS 20, American Softwood Lumber
<br />manuracdurers, which have them in satisfactory use in similar servile for three
<br />B. Exterior Steel Frames.
<br />PART 2 PRODUCTS
<br />k osstructiorh means, methods, techniques, sequences and procedures and for
<br />$. CHANGES IN THE WORK
<br />cement paste coated for exposed work.
<br />H. Slab Flnistres: Obtain sample approval before beginning wok.
<br />Starr and inspection agency grade stamps.
<br />yam. Use experienced installers. Deliver, handle, and store materials in
<br />accordance with rtrenufacturers instructions.
<br />1. Manufaduriers: Material: Minimum 14 gauge gaivan¢ed steel sheet
<br />2.1 MATERIALS
<br />coordinating all portions of the Work under the Contrail.
<br />1. Stxatcn: For sunfaoas to recelve molar setting beds or cerrnertfltious fldmrirg
<br />C. Conshuction Panel Standards: DOC PS 1, U.S. Product Standard for
<br />B. Mock -Ups: Provide mock-up as required to demorstrate quality of
<br />2. Comers: Mitered ar cow'
<br />A Steel Framing fa Walls and PatiBons:
<br />h. The Contractor shall be responsible to thhe Owner for acts and omissions of the
<br />a. Changes in the Work may be accomplished after execution of the Contract, and
<br />materials
<br />�g�tion and Industrial Plywood; APA PRP-106.
<br />workmiarishiP•
<br />3. Type: Knockdown.
<br />1. Material Standard: ASTM C645.
<br />Contractors employees, Subcontractors and thheir agents and employees, and other
<br />without invalidating the Contract, by Change Order, Construction Change
<br />2. Trowel: Hard, smooth, uniorm surface for areas ro ntaeive rasitiern tkxxbng, carpet,
<br />D. Wood Framing Standads: NFPA House Framig Manual.
<br />C. Contactor shall be engaged in application of EIFS for a minimum of th ee years
<br />C. Interior Preessembled Steel Doors and Frerrres:
<br />2. Slid Thidmess: 20 gauge (.0329 inch).
<br />persons or entities performing potions of the Work for, or on behalf of, the Contractor
<br />Directive or order for a minor change in the work.
<br />or other thin finish material.
<br />1. Exterior Wag Framing: 2 inch by 4-inch nominal (38 mm by 89 mm
<br />and employ individuals who are experienced ad in EIFS
<br />1. Material: Minimum 22 gauge steel sheet
<br />or any of its Subcontractors, and for arty damages, losses, costs, and expenses
<br />b. Choi to tine Work shall be rfarrrmed Under a licable rovisions of the
<br />�� PP P
<br />3. Broom: After trowel finishing, rourgfnsn surface by tine brooming peryerdkwlar o
<br />actual) skids,16 inches (40 cm) on ce nter.
<br />applicishor and demonstrate su«ressful completion of several similar projects.
<br />PART 2 PRODUCTS
<br />2. Door Thkcxrhess: 1-3/4 inccnes.
<br />3. Stud Depth, Ty 25: 2-igs inches inch}.
<br />4. Stud Depth, Typical: 2-1l2 inches.
<br />resulti from such acts or omissions.
<br />Contrail Documenrts, and the COntractar shall proceed promptly, unless
<br />traffic direction for exx al walks. steps amp ramps•
<br />2. Interior Wail Framing: 2 inch by 44nch (38 mm by 89 mm actual) studs,16
<br />Xeres (40 sort) on center.
<br />2.1 MATERIALS
<br />3. Door Farrel Flush.
<br />5. Stud Depth, Typical: 3.5/8 incches.
<br />I. Unless otherwise provi led in the Contract Documents, the Contractor shall provide and
<br />otherwiee provided in the Change Omer, Construction Change Directive or
<br />Used hems ni aggregate info wet dxtncete
<br />4. F Aggregate: Use ct water rUse
<br />E. Preser�tinre Treatment AWPA C2 for lumber and AWPA C9 for plywood;
<br />A EIFS:
<br />4. Finish: Factoryfinished.
<br />6. Furring Channel Thiciuness: 25 gauge (.0179 inch}.
<br />pay for labor, materials, equipment, tools, construction equipment and machinery,
<br />oMer for a mirror change in the Work.
<br />when i
<br />ad expose by bnishirg vrith water Use where indicated.
<br />waterborne pressure treatrnerht Provide for wood in exerted Witt coil, conceffi,
<br />1. Manufacturers: Dryvit, Sto or Equal
<br />PART 3 EXECUTION
<br />B. Steel Framing for Suspended ad Fumed Ceilings:
<br />water, heat, utilities, �, and other facilities and services necessary far
<br />5. Hardener Finish: For exposed interior concrete Coors. Follow manufacturers
<br />masenry, rcofing, flashing, damp proofing and waterproofing•
<br />a. Manufacturer requirem ants: Member In good standing of the EIFS
<br />i. Material Standard: ASTM C645.
<br />proper execution and comple icn of the Work, whether temporary or permanent and
<br />•
<br />'
<br />9. PROGRESS AND COMPLETION
<br />directions.
<br />F. Fire -Retardant Treatment AWPA Cin for lumber end AWPA C27 for plywood;
<br />industry m embers association and EIMA System manufacturer for a
<br />3.1 INSTALLATION
<br />2. Alfadnriheni Sffincland.
<br />whether or rot inco or to be
<br />rporated >neorpOrated in the Wok.
<br />a. Time limits stated in the Contract Documents are of the essence of the
<br />1. Cure and protect wvok. Repot defective work it vnrrlting,
<br />rnon comosiwe type. Pry at building interor wrttera required by coda.
<br />minimum ZQ yeas and manutacluring facilities ls drertifled system.
<br />'type:
<br />A Fabricate woric o be rigid, meet and free from . defects, dents, warp,
<br />j. Except in the case of minor changes in the Work. The Contractor may make
<br />Contract. By executing the Agreement the Contractor conflmns that the Contract
<br />PART 2 PRODUCTS
<br />2. EIMA Cis PB.
<br />3. Base Cat: Portland cerrrent and polymer adhesive.
<br />SDI- 0 and exposed nd hems. Install dots and frenavi in conpliahce with
<br />SDI-100, NFPA 80, and requirements of auttwritias trevlrg jurisdiction.
<br />3. Stud Thy: 20 (.a329 Inch).
<br />4. Acxresaories: Fumkg dnartrhels, hahger�s and ireents.
<br />substitutions oh with the consent Of the Owner, alter evaluation and in acxomtance
<br />IY
<br />Time is a reasonable period for performing the Work.
<br />2.1 MATERIALS
<br />4. Finish Coat: Integrally colored polymer emulsion.
<br />B. Install framas plumb, level, rigid and in true elignrrrent in accordance with ANSI
<br />C. Wire Hangers: ASTM A 641/A 641 M, Class 1 zinc coating, soft temper, 0.16
<br />with a Change Order o Constriction Ch Directive.
<br />arge
<br />b, The Owner wilt schedule furniture and equipment deliveries based On the
<br />A Rough Carpentry Applicatkms.
<br />5. Drainage Layer- Manufacturers standard drainage mreL
<br />A250.11, 'Recommended Erection Instructions for Steel Fremes' and ANSI
<br />inch (4.064 mm) in diameter.
<br />k. The Contractor shall enforce strict discipline and good Order among the Contractors
<br />re3pOnS1
<br />constructiolh schedule. The Contractor shall be ble for all costs to the
<br />SECTION 04800
<br />1. Dimension Lumber.
<br />6. Thermal Insulation: Molded rigid cellular polystyrene [with drainage
<br />dcarnnelsj. Minimum ins lation thfdkrress 1"
<br />A115.IG,'mstalation Gui� for Dais and Hardware'. Hardware: Prepare doors
<br />D. NonStructrral Track Cold -Formed ganra izea steel runrrer tracks in
<br />employees and other persons carrying sit the Work. The Contractor shall not permit
<br />Owner for storage, double handling, re -shipping, and extended general
<br />MAsoNRY ASSEMBUEs
<br />a. ht Frahti Sdxi, No. 2 or Standand grade.
<br />t ig n9
<br />7. Relnfordrg Mashh: Sffirdard weight with h�Fh-impact type ct arms subject to
<br />and frames to receive hardware on final schedule. Provide for 3 silencers oh
<br />confoormance with ASTM C 645 for conditions lridc tad below:
<br />employment of unfit persons or persons not properly skilled in tasks assigned to them.
<br />conditions costs of delayed furniture and equipment installations due to the
<br />gym
<br />single doorframes; 2 to double doorframes.
<br />E. Grid Suspension System for Gypsum Board Ceilings: ASTM C 645, direct -hung
<br />I. The Contractor warrarrts to the Owner• that materials and equipment furnished under
<br />Contractors not meetin sdnedule court letion dates.
<br />9 P
<br />PART 1 GENERAL
<br />b. Stnxcurel Framing No.1 grade.
<br />•
<br />8. Insulation Atffichnrent: Adhesive.
<br />C. Shop Finish: Clean, treat and {rime paint ail work with nust4nhb&V primer
<br />system composed of main beams and cross -fuming members that interlock.
<br />the Contract will be of good quality and new unless the Contract Documents require or
<br />1.1 QUALITY ASSURANCE
<br />c. Species: SPF
<br />9. Trim Accessories: PVC.
<br />comparable with finish paint specified in Division 9 section. Provide asphalt
<br />PART 3 EXECUTION
<br />permit otherwise. The Contractor further wramants that the Work will Co►form to the
<br />10. SUBSTANTIAL COMPLETION
<br />A Made -Ups: Provide mode -up as required to demorstraffi gxrelity of worivnarhsthip.
<br />d. Exxposed Framing: Appearance grade.
<br />PART 3 EXECUTION
<br />emulsbn sound deadening coating on concealed freme interiors.
<br />requirements of the Contract Documents and will be free from defects, except for those
<br />a. Substantial Completion is the stage in the progress of the Work when all
<br />B. Comply with governing codes ad regulations. Provide products of ac cept"
<br />2. Boats:
<br />ards:
<br />3.1 INSAT.ALLATION
<br />D. TtudwP damhaged coatings ready to rex>sive finish painting.
<br />3.1 INSTALLATION
<br />inherernt in the quality of the Work the Contract Documents require or pemrdL Wok,
<br />required oc upancy permits have been issued and the Work ar designated
<br />menufectunem, which have been in satisfactory tore In similar service for three years.
<br />a. Bonds: 15 Peroertt mroistae dxonffint.
<br />nspect substrate and repot unsatisfactory conditions in writing; beginning
<br />E. CLEARANCES
<br />A Provide tie rated systems wrtnere indicated and where required by autwritias
<br />materials, or equipment not conforming to these requirements will be considered
<br />portion thereof is suffxxiendy complete in accordance with the Contract
<br />Use experienced installers. De1iv, handle, and store materials in accordance with
<br />b. Concealed Boards: 19 percent moisture content.
<br />wok means acceptance of sub staate.
<br />1. Clearance between the door and frame head and jambs for both single swig
<br />having ju dsdiction.
<br />ddefective. The Contractors warranty excludes remedy for damage or defect caused by
<br />Documents so that the Owner can occupy or utilize the Work far its intended
<br />manuleclurWs instructions.
<br />3. Buildng Paper.
<br />B. Comply with ASTM C 1397 and EIFS manufacturers wd tern instructions for
<br />and pals of doors shall be 118 inch (3.2 mm).
<br />B. Where new partitions meet existig construction, remove existing comer beads
<br />abuse, alterations to the Work not executed by the Contractor, improper or insufficient
<br />a. Material: AsphaB-saturated organic fat, ASTM D 226, Type i, No.15 felt,
<br />instellaton of EIFS as applicable to each type of substrate indicated.
<br />2. Clearance between the meeting edges of pairs of doors shall be 3/16 [rids plis
<br />o provide a smooth transititt.
<br />rrainterance, improper operetiah, or norrrnal whrear and tear and normal usage. lf
<br />use.
<br />PART 2 PRODUCTS
<br />unperforated.
<br />C. Comply with system manufacturers instructions ad ems;
<br />or minus 1/16 inch 5 mm plus or minus 1.6 men For fire rated applications, the
<br />( )•
<br />C. Provide acoustical sealant at both faces at top and bottom runner tracks, wall
<br />required by the Owner•, the Contactor shall furnish satisfactory evidence as to the kind
<br />b. When the Contractor considers that the Work, or a portion thereof which the
<br />2.1 MATERIALS
<br />4. Buikting Wrap:
<br />admixtures shall not be used•
<br />clearance between the meeting edges of pairs ot dots shall be 118 inch plus or
<br />perimeters, openings, expansion and control tents.
<br />and quality of materials and equipment The Contractor shall assign to the Owner all
<br />Owner agrees to atxept separately, is substantially Complete, the Contractor
<br />A Concrete Masonry Units:
<br />a. Material: Air retarder sheeting roads iron pdyoleiis; cross laminated
<br />D. Provide reinforced base and finish coals to provide a uniform appearance.
<br />board edges. Provide soft at ail
<br />Completely cover all land
<br />minus 1/16 inch (3.2 nun plus or minus 1.6 mm).
<br />D. Install supplementary framing, and bloddng to support fixtures, equipment
<br />warranties and guarantees of manufacturers, Subcontractors, and others related to the
<br />shall prepare and submit to the Owner a corn rehensive list of items to be
<br />P
<br />1. Application: Concrete masonry non-bearig partitions.
<br />films, vmven strands, or spun -boded fibers; coated or uncoated; with or
<br />atot
<br />suggerg
<br />nd at
<br />changee of substrate and at irhtervals suggested by manufacturers and el
<br />3. Bottom deaanc�e shall be 314 inch (19 nun). (Standard)
<br />setvicas, heavy tiro, grab bars. toilet accessories, fumishi�, or similar
<br />Work
<br />completed ar corrected priar to final payment Failure to include an item on such
<br />2. Cdxicrete Masarry tints: ASTM C 90,1500 f'm compressnr�e strerhgtln:
<br />without perforations; ASTM E 1677, Type 1.
<br />approved locations. Install arena of special patterns where indicated on
<br />4. The clearance between the face cn Ore door and door stop shall be f/16 Inds
<br />o 1/8 inch {1.6 mhm plus or minus 3.2 mm ).
<br />construction.
<br />E Austell tracks (runrrers) at fbors and overhread supports. F_xterhd framing tut
<br />m. The Contractor shall pay sales, consumer, use and similar taxes for the Work provided
<br />list does not alter the responsibility of the Contractor to complete all Work in
<br />3. Prefaced Concrete Bock: ASTM C 90,15W I'm compressive strength:
<br />5. Sill Sealer Gaskets:
<br />drawings. Clean and profit work
<br />F. Adjust doors for free swing without binding.
<br />height o structural supports or substrates above suspended shadings except
<br />by the Contractor that are legally enacted when bids are received or negotiations
<br />accordance with the Contract Documents.
<br />4. Size Face dirrhension ot 7di18 inches high by 15fi/8 itchas lug by width
<br />a. Material: Glass fiber strip resilient insulations.
<br />E. Do not install EIFS below grade.
<br />where petitions ore indicated o terminate at suspended ceilings. Continue
<br />concluded, wiAtether or not yet effective or merely scheduled to go into effect The
<br />rtaquined for application.
<br />6. Framing Anchors and Fasteners:
<br />F. istall diver(er flashing wherever water Can enter the wall assembly o oired
<br />framig around duels perretrating partitits above eellitg.
<br />Cont actor shall cooperate with the Owner to reduce stow taxes on the Project. ff
<br />c. Upon receipt of the Contractors list, the Owner will make an inspection to
<br />5. Cocrete Facing Brick ASTM C 1634.
<br />a. Material: Non -cam, suitable for load and exxposu e. Drywall screws
<br />water to thhe exterior.
<br />F. Fire -Resistance -Rated Partitm: Install framing o comply with
<br />requested by the Owner, the Contractor shall assist the Owner in the preparation of
<br />determine whether the Work or designated portion thereof is substantially
<br />6. Speclal Shapes: As required by butbirhg othflguretion.
<br />are rat t ble.
<br />G. Provide protection of installed materials from water inBtrafion into or behind
<br />SECTION 08210
<br />assembly indicated and support three and o make
<br />purchase orders, processing of invoices aril payments in order to direct purchase
<br />complete. ff the inspection discloses any item, whether or not included on the
<br />7. Bond Paten: Running Bond.
<br />PART 3 EXECUTION
<br />them. Provided protection of installed materials from dust pmdpb Mm.
<br />fieezrng and cxmtntwus hrgh humrddy.
<br />FLUSH WOOD DOORS
<br />pehfitions rxontinuous from floor to underskle of slid structure.
<br />tru
<br />material to be furnished to the Contractor. All state tax savings shall be rolumad to thhe
<br />Contractor's list, which is not sufficiently complete in accordance with the
<br />8. Integrei Water Repellent Liquid pdymeric admbctnre.
<br />PART 1 GENERAL
<br />G. Suspend hangers from building structure as fdxlows
<br />Owner.
<br />Contract Documents so that the Owner can occupy or utilize the Work or
<br />B. Mortar and Grtut for Bridle and Concrete AAasorhry lJnit Assembltas:
<br />3.1 INSTALLATION
<br />A Wa Submit marble turers standard wa include labor and
<br />oanfi'� RentY•
<br />1. Install hangers plumb and free ti»m contadwith irsulatron or dither• objecffi
<br />n. The Contractor shall secure and pay for the building permit as well as for other permits,
<br />designated portion thereof for its intended use, the Contractor shall, before
<br />1. Mortar Mbx ASTM C 270, Type S, far reinforced m nry, rmasonry below grade
<br />A. Securely attach rough carpentry work to substrate by anchorig and fastening as
<br />materials to repair or reply a defective materials.
<br />within cetitng plenum that are rat pat ot supgoorting structural or suspension
<br />fees, licenses, and inspections by government agencies necessary for proper execution
<br />issuance of the Certificate of Substantial Completion, complete or correct such.
<br />ad masonry in contact with earth and ASTM C 270, Type N, for above -grade
<br />indicated•
<br />1. Sdid-Core Exdenior Door 5 yeers.
<br />system.
<br />and completion of the Wait that are customarily secured after execution of the Contrail
<br />d. U n recei t of the Contractors written notice that the Work is read for final
<br />Po P Y
<br />road bearing and non -load bearing walls and parapet walls and for interior
<br />B. Plywood: Cort�oly with applicable recrarhnhendatiors contained in APA Form No.
<br />E30K, APA DesigrJConstruction Guide: Residerttiel 8 Commerraar
<br />"
<br />2. Sdid-Core Interior Dots: 2 Yeas
<br />2. Where width of duds and othher c nstnx�ion within calling plenum prods
<br />and legally required at thhe time bids are received or negotiations Condu sled. The
<br />inspection and accep#anCe and upon nsteipt of a final Application for Payment,
<br />load bearing ad raAced bearing partitions.
<br />C. Provide sellers, blocking and grorunds where required. Set work plumb, level and
<br />3. hbllow-Core Interior Dots: 2 years.
<br />hanger spacing that interfere with locations do urired o support
<br />�ngsrs �
<br />Contractor shall secure and pay far the building, mechanical, electrical and plumbing
<br />the Owner will promptly make such inspection and, when the Work is
<br />2. Mortar Materials: Ready mixed, ASTM C 207, Type S.
<br />accrately cut.
<br />12 QUALITY ASSURANCE
<br />standard suspension system members, instal supplemental suspension
<br />permits, engineering, and inspection charges required by any governmental autinotity or
<br />acceptable under the Contract documents and the Contract fully performed, the
<br />3. Grout Aggregate: ASTM C 404.
<br />D. Austell materials ad systems n axxadance with manufacturers instructions and
<br />A Coth�iy with govemng codes and regulators. Provide prtxducts dui
<br />mrembers and hangers in the form of trapezes or equivalent devices.
<br />other peuscrh or entity having jurisdiction over the work. Said permits shall induce,
<br />Owner will issue a final ment
<br />PPtiI` PaY
<br />4. Hydrated lane: ASTM C 207, Type S.
<br />approved submittals. Install materials and systems in proper relation with
<br />SECTION 07840
<br />a ceptable manufacturers, which have been in satisfactory use in similar
<br />3. Wire Hangers: Secure by looping and wire tying, either directly o structures
<br />without limitation, both ten and rmanent rmits, buildi its, Certificates
<br />P�rY Pe pea ng P�
<br />C. Reinforcing Steel:
<br />adjarart construction. Caordinaffi wulth other work.
<br />FIRESTOPPING
<br />service tor• three yeas. Use experienced installers. Deliver, handle, and
<br />or o inserts, a screws, or other devices and fasteners that are secure and
<br />�
<br />of ocw curb-breakin permits, h' wa entrance permits, water rmits and all
<br />PaccY. g � Y Pe
<br />11. PROTECTION OF PERSONS AND PROPERTY
<br />1. Relnforci Bars: ASTM A B15, Grade �.
<br />n9
<br />E. Comply with manufacctrrers requiranents for outing, handling, fastening and
<br />PART 1 GENERAL
<br />store rrnateriats in accedence with mrerrrfacturer's instnuctiats.
<br />appropriate for substrate, and in a manner that will not cause hangers to
<br />similar permits and certificates. The Owner shall be responsible for all ca Pa�Y �geS
<br />and impact fees
<br />a. The Contractor shall be responsible for initiating, maintaining and supervising all
<br />2. Reinfor ing Wire: ASTM A 496.
<br />working treated materials•
<br />1.1 QUALITY ASSURANCE
<br />B. Q Standards: W S.1-A, ands. ffictural Wood Flush Doors.q
<br />deteriorate or otherwise fail
<br />4. Grid Suspension Systems. Attach perimeter wall track or agle where grid
<br />safety precautions and programs in connection with the performance of the
<br />3. Welded Wire Fabrlo ASTM A 185, Plain.
<br />F. Reston damaged components. Protect work from damage
<br />A Comrply with governing codes and Provide e
<br />Wls l odw r
<br />[AUVI's Andhltacttaal Woodwrok Sffirctards.'j.
<br />fi join main beam
<br />� > meet`" se�� Med-cut
<br />o. The Contractor shall con with and ive notices uired b licable laws, statutes,
<br />PIY 9 re9 Y aPP
<br />C011tfaCt.
<br />D. Masornry Accessories:
<br />service for three
<br />safer tha use in imilar a vi a for th e
<br />manufacturers, which been satiatlotor
<br />C. Fire Rated Wood Doors: Meet NFPA 80 uirem nts.
<br />�
<br />to
<br />and ernes-firrhirg mernbers o each other and bultirrt o fit into wall trade
<br />ordinances, codes, rules and regulations, and lawful orders of public authorities
<br />applicable to performance of the Work. lf the Contractor fails to give such notices, it
<br />b. The Contractor shall take reasonable precautions for safety of, and shall
<br />1. Cavity Drainage Material
<br />yeas. use ed in . id stor
<br />ula installers. Deliver, handle, and store materials in
<br />PART 2 PRODUCTs
<br />shall be liable for and shall indemnify and hold harmless the Owner• and their respective
<br />provide reasonable protection to prevent damage, injury or Ices to employees
<br />2. Rubtrerized-Asphalt or EPDM Fiashig wrlh stainless steel drip
<br />accordance wish rrrenuFacturers irstructiors.
<br />withma
<br />2.1 MATFJ�WLS
<br />employees, officers and agents, against any resulting fines. penalties. judgments or
<br />on the Work and other• persons who may be affected thereby; the Work and
<br />3. Loose -Gran ular Fill Insulation.
<br />SECTION 06200
<br />B. Fire Performance: UL 2079, ASTM E 814, ad local regulations.
<br />A Interior Flush Wood Doors:
<br />SECTION 09300
<br />damages, imposed on or incurred by the parties indemnified hereunder.
<br />materials and equipment to be incorporated therein, whether in storage on or
<br />4. Nonmetalic expansion joint strips.
<br />INTERIOR FINISH CARPENTRY
<br />PART 2 PRODUCTS
<br />1. Type: hidiow cxore.
<br />TILE
<br />p. lf the Contractor perform Wok knowing it to be contrary to appli abe laws, statutes,
<br />off the site, under care, custody ar control of the Contractor or the Contractors
<br />5. Preformed conhtol joint gaskets.
<br />5. Bred bn ed c�r strips.
<br />PART 1 GENERAL
<br />2.1 MATERIALS
<br />2. Thi cvness: 1-3/8 inches thick.
<br />PART 1 GENERAL
<br />ordinances, codes, rules and regulations, or lawful orders of public authorities, the
<br />Subcontractors Or Sub -subcontractors; and other property at the site ar
<br />7. Plastic tubing for weeps
<br />1.1 SUBMITTALS
<br />A Rrestopping Systems.
<br />3. Grade: Econo y.
<br />1.2 QUALITY ASSURANCE
<br />Contractor shall assume appropriate responsibility for such Work and shall bear the
<br />adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways,
<br />8. Cotton sash cord for weeps.
<br />A Product Data: Submfl mrenufaxcurars product date and installation
<br />1. Manufacturer. 3M Foe Protection or equal
<br />4. Frames: Metal knowvckdown.
<br />A Corµxty with governing codes and regulations. Provide pnaiucts of
<br />costs, dame gas, losses, and expenses attriburtable to correction.
<br />structure3 and utilities not des' Hated for removal, relocation ar re element in
<br />ig
<br />9.Open head-Jdnt weeps.
<br />insUudi°ns for eech material and product used'
<br />2. Applications as Applicable o Assembly: Through -penetrations, fire -resistive
<br />5. Finish Application: Site finished.
<br />acceptable manufacturers, which Fevre bees In satlstaetoy use in similar
<br />q. The Contractor stall employ a competent superintendent and necessary assistants who
<br />the course of construction.
<br />B. Shop Drawings: Submit shop drawings Idicatig material
<br />joints, perimeter fire contomment, smoke seals.
<br />PART 3 EXECUTION
<br />service for th>res yeas. Use experienced installs s. Deliver, handle, and sore
<br />shall be in attendance at the Project site during performance of the Work. The
<br />12. INSURANCE
<br />PART 3 EXECUTION
<br />characteristics, details of construction, cormections, ad
<br />3. Types as Applicable to Assembly. Endothermic and intumescent sealants,
<br />3.1 INSTALLATION
<br />materials in ac ordance with mrenurfa turves instructions.
<br />superintendent stall represent the Contractor, and communications given to the
<br />3.1 INSTALLATION
<br />relationship with adjacent cors6hrdion.
<br />pilows, putt' and wrap strips.
<br />B. Each type and ot tits and grout o be provided from a single sour e.
<br />superintendennt shall be as bindi as lf hren to the Contractor.
<br />n9 9
<br />a. The Contractor shall purchase from and maintain in a company ar companies
<br />A Installation of Masonry Assemblies:
<br />1.3 QUALITY ASSURANCE
<br />PART 3 EXECUTION
<br />A Com f y wviih NwMA I.S.1A and specified gtrally standard.
<br />C. Tlle: ANSI A 137.1.
<br />37.1.
<br />2. USE OF SITE
<br />lawfully authorized to do business in the appropriate jurisdiction such Insurance
<br />1. �,,,piy web PCA Recommhended practices for Laying Concrete Brock, Brick
<br />A Comply with governig codas and regulations. Provide products of
<br />3.1 INSTALLATION
<br />B. Preflt dots o frames. Premrednine dons for hardwvare listed on final
<br />sc hedules. Factory bevel dons•
<br />D. Tile Setting Materials. ANSI A 118 series standard spedlmtion s.
<br />P►ot
<br />as will act the Contrailor and the Owner from claims set forth below which
<br />Institute ofAmerics BIA Tech Notes, ad NCMA TEK Bulletin &
<br />acceptable manufacturers, which Fam bean in satisfactory use in
<br />E. Tile Instalation: ANSI 108 seriee standard specifications and Tle Council of America,
<br />The Contractor stall confine operations at the site to areas permitted by applicable
<br />may arise out of or result from the Contractors operations and Completed
<br />2. Comply vnrtih odd weather ad worm weather protection procedures as
<br />simlar service for thres years. Use experierroed installers.
<br />A Review extent of work with authorities having jurisdiction ad obtain approval of
<br />C. Correct any deficiency that prohibits the door from swinging or operating
<br />Handbook for Ceramic Tile Installation.
<br />laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public
<br />operations under the Contract and far which the Contractor may be legally
<br />recommended in BIA Tells Notes.
<br />Deliver, handle, and store materials in acordance with
<br />installation thkdmesses and methods.
<br />freely. Do not remove hinge screws after initial insertion. Shims used for
<br />PART 2 PRODUCTS
<br />authorities and the Contract Documents and shall not unreasonably encumber the site
<br />liable, whether suds operations be by the Contracto ar by a Subcontractof 0r
<br />3. Provide fine retell aosembiies conplyirg wiUr ASTM E 119.
<br />manufacturers instructions.
<br />B. Sequence work o avoid need far rermova1 ot flresoppig by work of other trades.
<br />meant purposes must be inserted between f>i rge and frame. Do rot
<br />insert shims between hige and door•
<br />with materials or equipmrent. The Contractor adohowledges the ongoing operations of
<br />by anyone directly or indirectly employed by any of them, or by anyone for
<br />4. Sawcwt units when required. Maintain uniform joint width. Provide full bed,
<br />B. Standards: Architectural Woodwork Institute (AWI) Architercural
<br />C. Comply with rrrerttifacturers insiuctions and recommrendatiorre. Setwrely
<br />D. Insure that door closers are properly adjusted and do not limit the door
<br />2.1 MATERIA S
<br />the Owner and agrees to coordinate the Wok with thhe Owner and conduct the Work in
<br />whose ail3 an of them ma be liable:
<br />Y Y
<br />heed and cellar tents exec at vwsep feces.
<br />Woodwrohk Sffindads.
<br />artehor insulation writh safing dips. InsffiI firestopping without gaps ar vdds.
<br />opening swig. Limit do r opening swirg only with a properly located stop.
<br />A Mlarwu(acturars: Application: Interrot• wall file over gypsum wallboard.
<br />a manner which minimizes or eliminates any adverse impact on the Owner.
<br />5. Instal lntals and ac>c es s kn masonry construction.
<br />C. Preservative Treatment: Nonpressuxe mrettod, exterior type,
<br />D. Protect, inspect and repair work until final acceptance.
<br />E. Replace dors that are damaged or that do mot comply with requirements.
<br />B. See interior• finish schedule for manufacturers and color specifications
<br />3. CUTTING AND PATCHING
<br />i. Claimers under workers compensation, disability benefit and other similar
<br />6. Coordinate inst�llation of flashings•
<br />AWPA N1
<br />SECTION 07900
<br />Doors may be ►epaired or reflnLshed lf wok c mplies with mWiremerNs and
<br />PART 3 DCECUTION
<br />The Contractor shall be responsible for c uttin g, fitting or patxchbng required to complete
<br />ern o ee benefd ads that are icable to the Wait to be ormed;
<br />Y �� P
<br />7. Cdrh�ly with applieble codes and regulations for sparing of ties and
<br />D. Wood Produce: Comply with the fdlowig:
<br />JOINT SEALERS
<br />shhowrs rho evidence ot m3t� or refinishing.
<br />3.1 INSTALLATION
<br />the Work or to make its parts fit together All arm requirin cutti fitti and
<br />PAY• 9 ng, ng
<br />ii. Claimms far dame es because of both in•u occu
<br />9 ly • j ry, pesonal Sickness ar disease,
<br />horizontal reinlexdng.
<br />1. Hardboard: AHA A135.4.
<br />PART 1 GENERAL
<br />F. Instal doors Witt trot more than 1/8 itch deerene at op and sides,1/4 itch
<br />A Comply wrifh Tile Council of amrerica and ANSI standara Sperificatiors for IrsffiIlatiorn
<br />patching shall be restored to the condition existing prior to the cutting, fitting and
<br />or death of the Contractors ern o ees;
<br />� Y
<br />8. Provide expansion ad control joints in acordance with BIA and NCMA
<br />2. Medium -Density Fiberboard: ANSI A208 2, Grade MD -Exterior
<br />at bottom. Comply with NFPA 80 for rased assemblies.
<br />for substrate and installation required. Comyxly with manufactuurers instructions
<br />patching, unless otherwise required by the Contract Documents.
<br />lib. Claims far damages insured by usual personal injury liability coverage;
<br />recommendations.
<br />Glue.
<br />3. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue.
<br />1.1 QUALITY;0.SSURANCE
<br />(,. Adjust, drew, and protric.
<br />and recommendations.
<br />4. CLF_AWING UP
<br />9. Remove and replace damaged units.
<br />A Comply with governing codas and regulatio s. Provide products of acceptable
<br />B. Install waterproof rrrenrnWane in accordane vvilh manufacturers insptctions and
<br />lv. Claims far damages, other than ib the Wank itself, because of injury to ar
<br />10. Clan bridle using buciret and bash mheflhoa.
<br />4. Softwood Plywood: DOC PS 1, Medium Density Overlay.
<br />manufacturers, which have been in satisfactory use in similar service for three
<br />rerxarnmendatior►s.
<br />a. The Contractor shall keep the premises and surroundi area free from ac cumulation
<br />n9
<br />destruction of tangible property;
<br />11. Clan concrete masonry � dry brushing,
<br />5. Hardwood Plywood ad Face Veneers: HPVA HP-1.
<br />years. Use experienced installers. Deliver, handle, and stone materials in
<br />SECTION 08415
<br />C. Lay file in grid pattern wdttn alignment grids. Layout the o provide uniform joint
<br />of waste materials or rubbish caused by operations under the Contract. At completion
<br />b. The policies and the certificates required herein shall name the Owner as
<br />E. Mock -Ups: Provide mock-up as required o demonstrate quality of
<br />accordarxe wgth rrrentufficturer's instuuctors.
<br />ENTRANCES AND STOREFRONTS
<br />widths ad o minimize culing; do mot use less than 1/2 the units.
<br />of the Work, the Contractor shalt remove waste materials, rubbish, the Contractors
<br />workmanship of each type of finish carpentry.
<br />B. FsM-Constucsed Mode -Ups: Each joint type.
<br />D. Grout ad cure, dean ad per•
<br />tools, construction equipment, machinery and surplus materials from and about the
<br />additional insured and shall be subject to the approval of the Owner. The
<br />PART 1 GENERAL
<br />Project. lf the Contractor• fails to dean up as provided in the Contrad Documents, the
<br />Contractor shall furnish the Owner copies of any endorsements that are
<br />PART 2 PRODUCTS
<br />PART 2 PRODUCTS
<br />1.1 QUALITY ASSURANCE
<br />E. Lay art file work that no ble less than due half ful size bs used. Make all owls on
<br />Owner may do so and Owner shall be entitled to reimbursement from the Contractor.
<br />sub uen issued amendin cove a or limits.
<br />� � g �
<br />2.1 MATERIALS
<br />2.1 MATERIALS
<br />A Cangcy with gaveming codes and regulations. Provkle products of
<br />t
<br />the °� ed , i of
<br />F. Set tits firmly in pace with finish sturfaces lo true planes. Align file flush with
<br />c. The Owner shall be responsible for purchasing and maintaining the Owners
<br />SECTION 05120
<br />STRUCTURAL STEEL
<br />A interior Standing and Running Trim ad Rails:
<br />A Exxtterior Joints in Vertical Surfaces,
<br />acceptable manufactures, which have been in satisfactory use in similar sarorce
<br />adjaent tle unlass shawm ohewise orn cornstrnxsiah drodwments.
<br />usual liability insurance.
<br />1. Speddas for Opaque orpainted Finisth: WFtbte pine or stgar pine.
<br />B. F�derior Joints bn HorizamffiI Surfaces, Urethane:
<br />for three yeare. Use erCperlened imsffiIiers. f�liver', handle, and store materials in
<br />G• Fom Inters�ns and returns accurately.
<br />PART 1 GENERAL
<br />2. Species for stained finish: Knotty pine where shown der plans
<br />1. Materials: Self-�eling urethane sealant, ASTM C 920.
<br />a cordarcxe with mane rees instructions.
<br />H. and drill tila Weepy without marring su
<br />13. CORRECTION OF WORK
<br />1.1 SUBMITTALS
<br />PART 3 EXECUTION
<br />C. Extterior Paving Jdnt Fillers, Bituminous:
<br />PART 2 PRODUCTS
<br />1. Comghlated work ls o be free fihrtn hdlow sounding seas and. Lose, sacked or
<br />a. The Contractor shall promtptly correct Work re acted b the Owner or failin to
<br />1 Y 9
<br />A shop drawings: submit shop drawvings indk:ating material charaxc4eriristics, deffiils of
<br />3.1 INSTALLATION
<br />i. Materials: Bituminous fiber.
<br />2.1 MATERIALS
<br />defective tile.
<br />conform to the requirements of the Contract Documents, whether discovered
<br />construction, connections, ad relationship with adjacent c nstruction.
<br />A Provide work o sip, shapes, and profiles indicated. Install work
<br />D. Interior Joints, Limited Movement, Acrylic:
<br />A Aluminum Entrancas ad Sto+stront:
<br />J. Remove and reset tiles that ae out of plane or misaligned.
<br />before or after Substantial Completion and whether or not fabricated, installed
<br />1.3 QUALITY ASSURANCE
<br />o comply with quality standards referenced. Back prime waft and
<br />1. Materials: Acrylo•emulsion, ASTM C 834.
<br />1. Aluminum Members: ASTM B 209, ASTM B 221, ASTM B 429.
<br />K. Floors:
<br />or completed. Costs of correcting such rejected Work, the cost of uncovering
<br />A Coro with
<br />ply governing codes and regulations. Provide produce ot accepffibie
<br />insffiIl piturrnb, level and straight vrrith tight jdnts; scribe work to fit
<br />E. Interior Joints, Sanitay Silicon a:
<br />2. Steel Relnforcsmerht ASTM A 36, ASTM A 1008, and ASTM A 1011.
<br />1. Extend flax file berteetn c;asennnork and equipment, except those units mrotunted in
<br />and lacement, and con nation shall be at the Contractors nse. If,
<br />rep pea BXp6
<br />manufacturers, which have bean in satisfactory use kn similar service for three ears.
<br />y
<br />B. Quad Standard: Instal woodwork to comply with AWI standards
<br />ltY
<br />1. Materials: One -part mikfew-�lsffint silicone sealant. ASTM C 920.
<br />3. Door Style: Narrow stile and rail doors.
<br />wall red es.
<br />within one year after the date of Substantial Completion of the Work or
<br />Use experienced installers. Deliver, handle, and store materials in accordance with
<br />for the same grade sped(ffid for type of woodwork Involved.
<br />F. Glazing and kitchen appli ations
<br />4. Storefront Style: Aluminum framed.
<br />2. Align finish surface of new the work flush with other ad existing adjo ping floor
<br />designated portion thereof ar after the date for commencement of warranties, or
<br />manufacturer's ice.
<br />C. Install materials ad systems in accodance with manufacturers
<br />1. General Electric silicone construction 1200 sealant or equal.
<br />5. Glass and Glazig: Insulating giazirg, tempered.
<br />finish where Indicated in construction documents.
<br />by terms of an applicable special warranty required by the Contract Documents,
<br />B. Arctitecturaly Exposed Structural Steel: Comply with fabrication requirements,
<br />instructions ad approved submittals. Install materials and
<br />PART 3 EXECUTION
<br />6. Glazing Cobh: Cieerg�. WINDOW TINTING IS NOT ALLOWF�.
<br />3. In areas wvhom boor drains occur, slope file o drains.
<br />any of the Work is found to be not in accordance with the requirements of the
<br />including tolerance limits, ad installation tolerances of AISCs Code of standard
<br />systems in proper• relation with atjacard connstruction. Coordinate
<br />A Do not proceed with Innstallatios of joint sealants under follaMng coditions:
<br />7. Ckxsers: Surface mounted.
<br />L. Joints:
<br />Contract Documents, the Contractor, at the Contractors a Xpense, shall correct
<br />Practice for Steel Buildings and Bridges" for sitxcuural steel identified as
<br />wwith worts of other sections.
<br />1. When ambient and substrate temperature conditions are outside limits
<br />8. Closer• Operation: Double acing closers.
<br />1. Keep all in lime, straight, level, perpendicular and of even width unless
<br />it promptly after receipt of written notice from the Owner to do so unless the
<br />amhitecturelly exposed strcxcurel steel.
<br />D. Comply wfltr manufacturers requirernerds for antirg, trending,
<br />Iced by joint sealant manuffictrrer• or are below 4.4 C (40 4
<br />9. Aluminum Finish: Clear anodized.
<br />shcwnn otherwise on construction doaxrtenffi.
<br />Owner has previously given the Contractor a written acceptance of such
<br />C. F_rectron Tderanoas: Alec standards.
<br />teetering and materiels.
<br />2. WFhen ioi►t substrates are wet
<br />10. Aluminum Finisth: Baked erremei.
<br />2. Make j� 2 mm (1/16 inch} wide for glazed well tie ad mosaic Ble work
<br />condition.
<br />amage, dean a
<br />E. Repair minor cartage, Been and protect
<br />3. Do not proceed with installation of joint sealants wAhere joint widths ore less
<br />3. Make �ntsin quarry tila work rhot lass than 6 mm (114 inch} r� mra+s than 8 mm
<br />than those allowed by joint sealant manufacturer for applications indicated.
<br />(318 inch) wide. Finish joints flush with surface of tile.
<br />b. If the Owner prefers to accept Work that is not in accordance with the
<br />4. Make joins in paver• tile, porcelain type; maximum 3 mm (118 inch) wide.
<br />requirements of the Contract Documents, the Owner may do so instead of
<br />requiring its removal and correction, in which case the Contract Sum will be
<br />reduced as appropriate and equitable.
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<br />M `'�' 'r Cu9Ia . �,tr�r'"��
<br />No. 1910
<br />TITLE: SPECIFICATIONS
<br />7898 GALL BLVD.,
<br />ZEPHYRHILLS, FL 32541
<br />STORE #FL-280
<br />DDA �E
<br />ISSUE 07.03.19
<br />SG;1EET CIO
<br />AA-0003276
<br />OCOPYRIGHT
<br />HARTLEYIPDRDYARcfR'S'ECTURE, ANC,
<br />ALL RK:RTS RESERi FD 2018
<br />
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