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2018 SCHUSS CLARK BRANDONARCHITECTS, INCORPORATEDcSCHUSS CLARK BRANDON ARCHITECTS, INCORPORATED, EXPRESSLY RESERVE THEIR COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT OBTAINING WRITTEN PERMISSION AND CONSENT OF SCHUSS CLARK BRANDON ARCHITECTS, INCORPORATED SHOULD UNAUTHORIZED RE-USE BY A THIRD PARTY OCCUR, SCHUSS CLARK BRANDON ARCHITECTS, INCORPORATED, SHALL BE HELD HARMLESS.biddingplan chkpermitafterDocument StatusSheet Contentissuepermitrecheckfirstplan checkissued toRevisionsSheet NumberProject:Checked by:Drawn by:Date:rechecksecondPRINTED:110408 TRINITY PKWY, STOCKTON, CA 952199/25/2018 1:32:01 PMSN109/26/18EGJB18-442.18CONST DOCSSPECIFICATIONS 02582 ACCESSIBLE (HANDICAP) PARKING SPACES D I V I S I O N 3 - C O N C R E T E 03300 CAST-IN-PLACE CONCRETE Comply with the following codes and standards: 1. ACI 211.1 "Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete." 2. ACI 301 "Specifications for Structural Concrete for Buildings". 3. ACI 318 "Building Code Requirements for Reinforced Concrete". 4. CRSI "Manual of Standard Practice". 1. Portland cement: ANSI/ASTM C 150, Type I. Furnish white cement for concrete ramps to obtain desired finish color, if using 2. Aggregate: Normal weight per ANSI/ASTM C 33, coarse aggregate max size: 1-1/2 inches. 3. Air entrainment: ASTM C260. 4. Reinforcing bars: ANSI/ASTM A 615, Grade 40, deformed. 5. Welded wire fabric: ANSI/ASTM A 185, welded steel mesh; use 6 x 6-W1.4 x W1.4 where not otherwise noted. 6. Moisture barrier: Polyethylene sheet not less than 6 mils thick. 7. Curing Compound: Federal Spec TT-C-800, Type I, one of the a. "MB-429"; Master Builders. b. "Kure N Seal 800"; Sonneborn-Contech. c. "Clear Seal 800"; W.R. Grace. d. "Dress and Seal"; L&M Construction Chemicals. 8. Chemical Admixtures: Comply with ANSI/ASTM C494-80, "Standard Specifications for Chemical Admixtures for Concrete". Admixtures as manufactured by Master Builders of Cleveland, Ohio or Owner approved substitution. 1. For all concrete except stamped concrete and concrete paving: Min. 3,000 psi 28-day strength; min. 480 lbs. cement per cu. yd.; max. 0.58 water/cement ratio. 2. For stamped or imprinted concrete and concrete paving (if required per Drawings): Min. 4,000 psi 28-day strength; min. 560 lbs. cement per cu. yd.; max. 0.44 water/cement ratio. a. Standard concrete: Min. 1-1/2 inches; max. 4-1/2 inches. b. Stamped or imprinted concrete: Min. 3 inches; max. 4 inches. 4. Air entrainment: Min. 5 percent; max. 7 percent. stamped concrete. following: 3. Slump limits: Materials:Provide one van-accessible parking space in every 8 accessible parking spacesrequired, but not less than one per site and as follows:Accessible parking spaces required: Minimum 96 inches wide with a minimumvertical clearance of 114 inches (if possible) and located (if possible) on theshortest accessible route of travel from (adjacent) parking to an (accessible)entrance. Provide 60 inches minimum access aisle adjacent to parking space.Van-Accessible parking space: Minimum 96 inches wide with a minimumvertical clearance of 114 inches (if possible) and located (if possible) on theshortest accessible route of travel from (adjacent) parking to an (accessible)entrance. Provide 96 inches minimum access aisle adjacent to parking space ifonly one is required or between accessible and van-accessible parking space.See figure #1 and #2 of attached reference sheet.Signage: Provide a mounted sign showing the international accessibility symbolat all accessible parking spaces. Provide an additional sign, mounted below theaccessibility symbol that reads "Van-Accessible" for van-accessible parkingspaces. Locate signage so as not to be obscured by a parking vehicle.Mix concrete in ready-mix plant complying with ANSI/ASTM C 94 except do notallow addition of water for material with insufficient slump. Provide thefollowing mix:Concrete to be pumped (if required per Drawings), shall contain awater-reducing admixture or HRWR (high range water-reducing) admixture asrequired for placement and workability. Use admixtures for water-reducing andset control in strict compliance with manufacturer's directions.Footings (if required per Drawings) may be formed by earth where soil will holdsharp, true shapes. For exposed finish vertical concrete, use and erect formsto provide continuous, straight, smooth surfaces with minimum joints and toavoid irregular joint pattern; provide removable or snap-off metal form ties notvisible upon completion. Remove formwork when concrete is sufficiently set andhas sufficient strength to prevent damage.Concrete Curb Ramps: See Section 03300 Cast-in-Place Concretefor specifications.General: Provide curb ramps when required, with slope between 1:20(minimum) to 1:12 (maximum) and a maximum flare slope of 1:12.Use the least possible slope for any required ramp or side flares.Access drives, etc., on public rights-of-way shall be constructedto the specifications of the governing authority.Curbs (if any): Portland cement concrete per Section 03300 unlessotherwise indicated.Portland Cement Concrete Paving (if any): As specified inSection 03300.Minimum asphalt pavement requirements for new construction andpatching existing, unless specifically otherwise indicated on Site Drawings,provide the following:See Section 02200 for preparation and compaction requirements forsoil subgrade. Proof roll to verify suitability.Provide splashblocks if indicated on the site plan or as directed byOwner. Splashblocks: Precast concrete, approximately 6 inches thick by1 foot wide by 2 feet long with depressed channel. Locate and levelsplashblocks to direct water away from building.Remove excess soil materials (if required per Drawings) and dispose ofoff the site.Fill grassed and landscaped areas with good stockpiled topsoil tofinished grade, free of irregular surface changes. When no topsoilhas been stockpiled or is of insufficient quantity, provide goodtopsoil from off site. Grade to drain away from structures and toprevent ponding unless specifically indicated as a retention area.Work soil to be free of clods and voids. Protect from traffic anderosion; keep free of trash and debris.Compact and maintain cohesive soils at moisture content equal to orslightly greater than optimum moisture content.Fill and backfill as necessary to conform to elevations anddimensions indicated, and as follows:Provide fill and backfill material not available on-site (ifany). Fill and backfill materials as follows:Notify Owner immediately if undesirable soils or unsuitablebearing conditions are encountered.Asphaltic Concrete Built-up Curb Ramps: Plant prepared asphalt; hotmix, laid hot. Asphaltic concrete produced and constructed inconformance with specification of the highway department of the stateor city in which the project is located. Unless indicated otherwise,install a bituminous tack coat between pavement wearing surface andbuilt-up curb ramp course. Construct curb ramps per ADA regulations.Employ an independent testing laboratory to observe and test thebuilding and paving areas. Certify compaction adequacy before furtherconstruction work is performed. Provide the Owner with a writtencopy of such certification. After certifying, keep subgrade soil atsuitable moisture. Retest subgrade as required to verify adequacy ofsubgrade prior to construction. Compact soil to not less than thefollowing per ASTM D698 or D4253:Place fill and backfill materials in layers not more than 8 inches inloose depth when compacted by heavy equipment and 4 inches in loosedepth when compacted by hand-operated tampers. Before compacting,moisten or aerate each layer as necessary to provide optimummoisture content. Compact each layer to required percentage ofmaximum dry density or relative dry density for each area classification.Provide Top Soil as follows: Friable clay loam surface soil found in adepth of not less than 6 inches. Satisfactory Top Soil: Free of subsoilclay umps, stones, and other objects 2 inchess in diameter andwithout weeds, roots and other objectionable material.5. Footings, foundations bases, and retaining walls: To bottom of structure.Excavate as follows when excavation extends belowindicated depths:Shut off utility lines serving structures to be demolished; disconnect and seallines where indicated or, if not indicated, at the property line or the tie-in tomain, whichever is closer.Demolish all below-grade wood and metal construction. Fill basements andother below-grade voids per Section 02200 - Earthwork.Demolish concrete and masonry foundation to not less than 12 inches belowexisting or proposed grade of new construction, whichever is deeper.Completely demolish existing construction indicated on the Drawings to beremoved and all non-concealed existing construction conflicting withcompletion of the work (if any). At Contractor's option, structures may beremoved intact. Demolished materials become property of the Contractor.Dispose of waste and demolished materials off site in a lawful manner.Contractor shall warrant to the Owner that on receipt of notice fromhim, within a period of 1 year (or such other period of time as may benoted for specific items) following date of Substantial Completion. TheContractor shall, at his cost, promptly correct any defects in materialsand workmanship that have appeared in the work so that they meetthe conditions originally required by the Contract Documents.Prepare duplicate notarized copies of all warranties. Execute, and assembledocuments from subcontractors, suppliers and manufacturers. Retain alldocuments at job site upon completion.Contractor shall warrant to the Owner that on receipt of notice from him,within a period of 1 year (or such other period of time as may be noted forspecific items) following date of Substantial Completion, the Contractor shall,at his cost, promptly correct any defects in materials and workmanship thathave appeared in the work so that they meet the conditions originally requiredby the Contract Documents.Prepare binder covers with printed title "OPERATION AND MAINTENANCEINSTRUCTIONS", title of project. Retain all documents at job site upon completion.Submit 2 sets prior to final inspection, bound in 8-1/2 inches by 11 inches(216mm x 279mm) text pages, 3-D size ring capacity expansion. A. Remove labels which are not required as permanent labels. B. Clean transparent materials, including mirrors, window and door glass, to apolished condition, removing substances which are noticeable as vision-obscuringmaterials. Replace broken and damaged glass and damaged transparent materials. C. Clean exposed exterior and interior hard-surfaced finishes, to a dirt-freecondition, free of dust, stains, films and similar noticeable distractingsubstances. Except as otherwise indicated, avoid disturbance of naturalweathering of exterior surfaces. Restore reflective surfaces to original reflective condition. D. Wipe surfaces of mechanical and electrical equipment clean; remove excesslubrication and other substances. E. Remove debris and surface dust from limited-access spaces includingplenums, shafts, trenches, manholes, attics and similar spaces. F. Thoroughly clean concrete floors. G. Vacuum clean carpeted surfaces and similar soft surfaces. H. Clean plumbing fixtures to a sanitary condition, free of stains includingthose resulting from water exposure. I. Clean food service equipment to a condition of sanitation ready andacceptable for intended food service use. J. Clean light fixtures and lamps/light bulbs so as to function with fullefficiency. Replace lamps/light bulbs which have burned half their rated life or more. K. Clean project site (yard and grounds), including landscape developmentareas, of litter and foreign substances. Sweep paved areas to a broom-cleancondition; remove stains, petrochemical spills and other foreigndeposits. Rake grounds which are neither planted nor paved, to a smooth,even-textured surface. L. Clean filters of operating equipment. M. Properly clean and sanitize food contact surfaces before service usage. N. Clean debris from roof, gutters, downspouts and drainage systems. O. Remove waste and surplus material, rubbish and construction facilitiesfrom the site.1. Product Approval: If a qualified bidder proposes to furnish materials,products or equipment not specified, bidder must receive prior writtenapproval thru an addendum issued by the Owner and shall submitmanufacturer's name and catalog information no later thanSEVEN (7) WORKING DAYS prior to the bidding of the project. Unlessspecifically otherwise indicated by the Owner (upon examination of data,samples, etc.) will issue an addendum to the Drawings and Specifications. Ifno addendum is issued, it is understood that the Bidder shall supplymaterials, products, and equipment exactly as specified.Whenever a product is specified by using a proprietary name or the nameof a particular manufacturer or vendor, the specific item mentioned shall beunderstood as establishing type, function, dimension, appearance and qualitydesired. Requests for substituting other manufacturer's products may beaccepted provided sufficient information is submitted to allow the Owner todetermine suitability of the proposed substitution(s) and as follows:AAAAMAAASHTOACIAIAIAAISCANSIAPAASHRAEASTMAWIAWPBAWSCRSICSFMFSMILNAAMMNBSNCMANEMANFPANHLANRCANSFPSPFCASDISJISMACNASPRITCATPIULWICNo substitutions for products will be allowed unless specifically indicated byOwner. Substitutions for products and equipment may be considered when aproduct becomes unavailable through no fault of the Contractor or as follows:Except for required labels and operating data, do not permanently attach orimprint manufacturer's nameplates or trademarks on exposed surfaces ofproducts which will be exposed to view in occupied spaces or on the exterior.Install work during optimum weather conditions of temperature, humidity,forecasted weather, etc., to ensure best possible results.Field check and verify as-built dimensions to assure proper fit ofprefabricated materials and equipment.Protect and maintain work to ensure freedom from damage or deteriorationat time of completion. Permanently isolate each unit of work fromnoncompatible work to prevent deterioration.Provide attachment and connection devices and methods for securing workproperly, true to line and level and within recognized industry tolerances if nototherwise indicated. Allow for expansion, contraction and other normalbuilding movements.Handle, store, install, maintain and otherwise use products in compliance withmanufacturer's applicable instructions and recommendations and in a mannerto ensure best possible results.Installer of each major unit of work shall inspect substrata to receive workand conditions under which work is to be performed. Do not proceed withwork until unsatisfactory conditions have been corrected.Entities performing work shall be skilled and knowledgeable in methods andcraftsmanship needed to produce required quality levels. Remove and replacework which does not comply with workmanship standards specified and asrecognized in the construction industry for applications intended.Do not do work which significantly affects the operation of any other tenantwithout first coordinating and making satisfactory arrangements for such workthrough the Owner and Owner's Landlord (if any).Contractor shall be limited to use of the area of the site as established bythe Owner and the Owner's Landlord which the Contractor shall verify.The Contractor is responsible for the protection and security of all constructionincluding all building materials and equipment throughout the construction.The Contractor is responsible for arranging and paying for all utilities includingphone and sanitation service necessary to construct the project.The "Conditions of the Contract" take precedence over the requirements ofreference standards.When there is a conflict or discrepancy between a reference standard and theSpecifications or with another referenced standard, the more stringentrequirements shall apply.The date of the reference standard is that in effect as of the Bid Date, ordate of Owner-Contractor Agreement when there are no bids.Aluminum AssociationArchitectural Aluminum Manufacturers AssociationAmerican Association of State Highway and Transportation OfficialsAmerican Concrete InstituteAsphalt InstituteAmerican Institute of ArchitectsAmerican Institute of Steel ConstructionAmerican National Standards InstituteAmerican Plywood AssociationAmerican Society of Heating, Refrigerating and Air Conditioning EngineersAmerican Society for Testing and MaterialsArchitectural Woodwork InstituteAmerican Wood Preservers BureauAmerican Welding SocietyConcrete Reinforcing Steel InstituteCommercial Standard of NBS (U.S. Dept. of Commerce)Factory Mutual Engineering Corp.Federal Specification (General Services Admin.)Military Standardization Documents (U.S. Dept. of Defense)National Association of Architectural Metal ManufacturersNat'l. Bureau of Standards (U.S. Dept. of Commerce)National Concrete Masonry AssociationNational Electrical Manufacturers AssociationNational Fire Protection AssociationNational Hardwood Lumber AssociationNational Roofing Contractors AssociationNational Sanitation FoundationProduct Standard of NBS (U.S. Dept. of Commerce)Painting and Decorating Contractors of AmericaSteel Door InstituteSteel Joist InstituteSheet Metal and Air Conditioning Contractor's National AssociationSingle Ply Roofing InstituteTile Council of AmericaTruss Plate InstituteUnderwriters LaboratoriesWoodwork Institute of CaliforniaExamples of such items include can openers, pie racks, shelves, etc. Locate ordispose of such items as directed by the Owner.Also relocate miscellaneous minor items not specifically shown on theDrawings which fall into the following categories:Relocate existing equipment as indicated on the Drawings, including hooking upto utilities, leveling, attaching,supporting and other miscellaneous work asnecessary to cause the equipment to function as intended.Clean, patch, repair, resurface, paint, etc., existing exterior wood, glass,concrete or metal surfaces as required per Drawings. Verify exact extent ofwork to be performed with Owner / Architect.Demolished materials become property of the Contractor. Dispose demolishedmaterials off site in a lawfull manner.Existing finish materials (wallpaper, carpet, tile, etc.) shall be removed orcovered to provide a smooth, even surface for application of required finish material.Existing construction indicated on the Drawings to be removed and allnon-concealed existing construction conflicting with completion of the work (ifany) shall be completely demolished. At Contractor's opinion, structures maybe removed intact.Where removal of walls or partitions extends from one finished area intoanother finished area, patch and repair floor, wall and ceiling surfaces in thenew space to provide an even surface of uniform appearance.Construct patched work in a manner that does not reduce its capacity toperform in the manner intended (including energy performance) or that wouldresult in increased maintenance or decreased useful life.Patch or tie into existing work making seams which are durable and asinvisible as possible. Restore exposed finishes of patched areas and, wherenecessary, extend finish restoration into retained adjoining work in a mannerwhich will eliminate evidence of patching and refinishing.Patch and extend using materials that are identical to adjacent existingmaterials. If identical materials are not available or cannot be used, usematerials that match existing adjacent surfaces to the fullest extent possiblewith regard to visual effect.For cutting, use methods that are least likely to damage work to be retainedand that will give best appearance. Cut using tools designed for sawing andgrinding, not hammering and chopping. Cut lines shall be straight and sharpand shall be parallel or perpendicular to a related element. For densematerial use cutting machines such as carborundum saws or core drills toensure a neat line. To avoid marring existing finished surfaces to remain, cutfrom the exposed or finished side into concealed surfaces. Cut to a depthand remove existing material sufficiently to ensure adequate conditions forrequired patching or remodeling.Protect other work during patching and remodeling. Provide temporarysupport if required. When patching and remodeling interferes with the use ofoccupied spaces, perform work in a manner that minimizes interference.Provide necessary temporary facilities to maintain access, utilities,protection, security, cleanliness and similar services necessary to maintainreasonable operations.Do not alter structural work in a manner that would result in a reduction ofload-carrying capacity. Do not alter safety related components in a mannerthat would result in decreased safety.Cut, patch, tie into and extend the work as necessary in accordance with thissection, when an unacceptable portion of the work is to be replaced or whenthe Contract Documents require the remodeling or expanding of existing work.Except as indicated in Sections 01015 and 01017 and except as otherwiseindicated, all work indicated by the Drawings and Specifications shall beprovided by the Contractor and included in the Contract to Build.Certain items indicated in the Drawings and Specifications may be furnishedand installed by entities other than the Contractor and are excluded from theContract to Build. Such items (if any) are indicated in "Equipment Schedule"or elsewhere on the Drawings. Contractor shall indicate separate installationcost for items designated in "Equipment schedule" to be furnished by "Owner"or "others".Unless specifically otherwise indicated, Owner will deliver such items to theContractor who shall be responsible for receiving, unloading, inventorying,warehousing, protecting, insuring, assembling and installing them in the samemanner as if purchased directly by the Contractor.Certain construction and equipment items indicated in the Drawings andSpecifications may be furnished by the Owner. Such items are designated onthe Drawings in the "Equipment Schedule" or elsewhere as supplied by Owneror vendor.Where Contract Documents (Drawings and Specifications) are incomplete,ambiguous or contain conflicting instructions, do not proceed until receivingclarification from the ARCHITECT in writing.The Drawings are schematic in nature and the Contractor shall notrely upon scaling Drawings to determine critical distances.The Specifications have been prepared for multiple projects and may containreferences to items not included in this specific project. Verify items used inthis specific project by referring to the Drawings. The Specifications maymake reference to these items by stating "if required per Drawings", "if any",or similar language.These Specifications are written in imperative language and streamlined formand may include incomplete sentences. The imperative language is directedto the Contractor, unless specifically otherwise indicated. The words "shallbe" shall be included in inference where a colon (:) is used within asentence or phrase. Omitted words or phrases shall be supplied by inferencein the same manner as they are when a "note" occurs on the Drawings."RECORD SET" DOCUMENTS: Deliver to Owner upon completion of the work,two (2) copies of all Documents including but not limited to the following:Drawings, Specifications, Addenda, Change Ordrs, and other Modifications madeduring construction, and in addition, approved shop drawings, product data,samples and similar required submittals.Record Documents: Maintain a clean, undamaged set of blue or black linewhite prints of Contract Drawings and Shop Drawings. Mark each set to showthe actual installation where the installation varies substantially from the Workas originally shown. Mark whichever drawing is most capable of showingconditions fully and accurately; where Shop Drawings are used, record across-reference at the corresponding location on the Contract Drawings. Giveparticular attention to concealed elements that would be difficult to measureand record at a later date. Mark each set of documents "RECORD SET".Sections of Division 1 - General Requirements govern the executionof all sections of the specifications.Except as indicated otherwise, AIA Document A201, "General Conditions of theContract for Construction", Fourteenth Edition, 1987, consisting of twenty-fourpages is incorporated into the Specifications by reference. Copies may bepurchased from the American Institute of Architects, 1735 New York AvenueN.W., Washington, DC. 20006 08110 Steel Doors 08210 Wood Doorsthoroughly clean the project including (but not necessarily limited to) 09310 Ceramic Wall Tile 09660 Resilient Thile Flooring 02511 HOT-MIXED ASPHALT PAVING (if required per Drawings) 1. Provide plant prepared, hot mix, hot machine laid asphaltic concrete paving produced and constructed in conformance with specifications of the Highway Department of the State or city in which the project is located. 2. When requested, provide certified copies of design mix, material properties and laboratory densities. 3. Install asphalt paving (min. 7 inches) in 2 lifts, unless indi- cated otherwise, with a bituminous tack coat between each lift: 5 inches thick bituminous base course and 2 inches asphaltic concrete wearing surface course. Provide a bituminous tack coat between the 5 inches base and 2 inches wearing surface. Slope paving for positive drainage, leaving no ponding. 4. Employ an independent testing laboratory to test in-place asphalt not less than 2 test cores) in random locations. Patch test core holes with surface course material. Test cores and furnish Owner with written results of test indicating the following: a. Thickness: Unacceptable if average of all cores is 1/4 inch less than specified total thickness or any 1 core is 3/4 inch less than specified total thickness. b. Density: Unacceptable if average of all cores is 5 percent less than laboratory density (Marshall Method 50 blows) or any 1 core is 15 percent less than laboratory density. 02513 ACCESSIBLE (HANDICAP) CURB RAMPS (IF REQUIRED) paving by taking 1 test core per each 750 sq. yds. of paving (but 10536 Exterior Awning 02277 SPLASHBLOCKS (if required) depths: 02050 DEMOLITION report as follows: D I V I S I O N 2 - S I T E W O R K Use of explosives is not permitted. 02200 EARTHWORK (if required) Minimum requirements for new construction and remodel if no soil Strip topsoil to depth of approximately 6 inches; stockpile good topsoil for use in finish grading. Do no use unsuitable soils. Use of explosives is not permitted. Excavate, unless otherwise indicated, to the following approximate 1. Grassed and landscaped areas: 6 inches below finish grade. 2. Trenches: 6 inches below piping and conduit depth. 3. Walks exterior slabs, and building slabs: 6 inches below bottom of slab. 4. Paving: To bottom of paving course or slab. 1. Under footings, foundation bases, and retaining walls, extend indicated bottom elevation of footing or base to excavation bottom, without altering required top elevation. 2. Elsewhere, backfill and compact as specified. will be permitted. 2. "Gravel": Clean, natural or artificially crushed rock aggregate between 1/4 inch and 1-1/2 inches in size. 3. "Sand": Clean, natural or artificially crushed rock aggregate between 1/16 inch and 1/4 inch in size. 1. Under grassed and landscaped areas: Fill with good soil to approximately 6 inches below finish grade. 2. Under piping and conduit: Fill with gravel. 3. Under walks, pavements, and exterior slabs: Fill with good soil, gravel, or combination of both. 4. Under building slabs: Fill with sand. of subgrade and each layer of backfill or fill material at 95 percent maximum density for cohesive material or 70 percent relative density for cohesionless material. sionless materials. each layer of backfill or fill material at 95 percent maximum density for cohesive materials and 70 percent relative density for cohesionless material. Compact granular soils at workable moisture content. 1. "Good soil": Soil materials complying with ASTM D2487 groups GW, GP, GM, SM, ML, CL, SW, and SP, and free of clay, rock or gravel larger than 2 inches, debris, waste, vegetation, and other dele- terious material. Other materials approved by soils consultant 1. Structures, building slabs, and pavements: Compact top 12 inches 2. Lawn or unpaved areas: Compact top 6 inches of subgrade and each layer of backfill or fill material at 90 percent maximum density for cohesive materials and 65 percent relative density for cohe- 3. Walks and exterior slabs: Compact top 6 inches of subgrade and 01740 Warranty assemble documents from subcontractors, suppliers and manufacturers. DIVISION 16 ELECTRICAL (see Electrical Drawings & Additional Division 16A) DIVISION 15 MECHANICAL (see Mechanical Drawings & Additional Divisions 15A & 15B) DIVISION 14 - CONVEYING SYSTEMS (not used) DIVISION 13 - SPECIAL CONSTRUCTION (not used) Manual noted in Section 01730 at job site upon completion of work. Retain all documents in the Operation And Maintenance Instructions Prepare duplicate notarized copies of all warranties. Execute and 01740 WARRANTY 01730 OPERATION AND MAINTENANCE DATAthe following: Execute final cleaning prior to final inspection,use owner specified crew. 01710 FINAL CLEANING time, or quality. 4. When the Owner is offered substantial advantage in terms of cost, 3. When the product does not meet the approval of the governing authorities. on schedule, through no fault of the Contractor. 2. When the product cannot be provided in time to keep the project the contract documents. 1. An "or Owner approved substitution" clause or similar language in 01630 SUBSTITUTIONS Adjust all moving parts and variables to optimum settings. 01600 MATERIALS AND WORKMANSHIP 01550 LIMITATIONS OF USE OF SITE 01500 TEMPORARY FACILITIES 01090 REFERENCE STANDARDS erning authorities used in these Specifications include: Abbreviations of trade associations, industry organizations and gov- 01070 ABBREVIATIONS equipment. 2. Items mounted adjacent to and used in conjunction with relocated 1. Items on walls to be demolished. 01050 RELOCATING EQUIPMENT 01045 PATCHING AND REMODELING 01019 WORK INCLUDED 01017 WORK BY OTHERS 01015 OWNER-FURNISHED ITEMS 01010 FORMAT AND CONTENT 01001 GENERAL CONDITIONS D I V I S I O N 1 - G E N E R A L R E Q U I R E M E N T S DIVISION 12 - FURNISHINGS 11400 Food Service Equipment DIVISION 11 - EQUIPMENT 10810 Toilet and Bath Accessories 10520 Fire Extinguishers and Cabinets 10446 Neon Signage 10444 Menu Board 10440 Interior Signage 10430 Exterior Signage 10290 Pest Control 10260 Corner Guards DIVISION 10 - SPECIALTIES 09987 FRP Paneling 09900 Painting 09545 Gypsum Board Ceiling Systems 09510 Acoustical Ceilings Systems 09250 Gypsum Board 09220 Stucco 09110 Metal Stud Wall System DIVISION 9 - FINISHES 08800 Glass and Glazing 08710 Door Hardware 08410 Aluminum Entrances and Storefronts DIVISION 8 - DOORS AND WINDOWS 07720 Roof Specialties and Accessories 07511 Built-Up Asphalt Roofing 07500 Roofing; General 07460 Siding 07320 Roofing Tiles 07316 Prefinished Metal Shingles 07310 Asphalt Shingle Roofing 07270 Firestopping 07210 Building Insulation DIVISION 7 - THERMAL AND MOISTURE PROTECTION 06200 Finish Carpentry 06100 Rough Carpentry DIVISION 6 - WOOD AND PLASTICS 05500 Metal Fabrications 05120 Structural Steel DIVISION 5 - METALS 04200 Unit Masonry DIVISION 4 - MASONRY 03300 Cast-In-Place Concrete DIVISION 3 - CONCRETE 02582 Acessible Parking Spaces 02513 Accessible Curb Ramps 02511 Hot-Mixed Asphalt Paving 02277 Splashblock 02200 Earthwork 02050 Demolition DIVISION 2 - SITE WORK (See Additional Division 2A) 01740 Warranty 01730 Operation and Maintenance Data 01710 Final Cleaning 01630 Substitutions 01600 Materials and Workmanship 01550 Limitations on Use of Site 01500 Temporary Facilities 01090 Reference Standards 01070 Abbreviations 01050 Relocating Equipment 01045 Patching and Remodeling 01019 Work Included 01017 Work By Others 01015 Owner-Furnished Items 01010 Format and Content 01001 General Conditions DIVISION 1 - GENERAL REQUIREMENTS
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