|
N
<br />DIVISION 1 - GENERAL
<br />SECTION 01000 - CODES, PERMITS, AND SAFETY
<br />A. All portions of the work, including plumbing, mechanical, and electrical work shall
<br />be performed in full compliance with all applicable city, county, state and national
<br />codes. The General Contractor shall be responsible for obtaining the necessary
<br />building permits and certificates required from the local building inspector. The General
<br />Contractor shall be responsible for the safety of all people on or near the construction
<br />site during the construction period. Implementation of all necessary and prudent safety
<br />precautions shall be the full responsibility of the General Contractor. Methods of
<br />construction and erection of materials and assemblies shall be the contractor's
<br />responsibility.
<br />END OF SECTION
<br />SECTION 01001 -PLANS AND SPECIFICATIONS
<br />A. These specifications and the accompanying drawings are intended to describe and
<br />provide for a finished piece of work. They are intended to be cooperative, and what is
<br />called for by either shall be as binding as if called for by both. The Contractor shall
<br />understand that the work herein described shall be complete in every detail, not
<br />withstanding every item necessarily involved is not specifically mentioned, and the
<br />Contractor will be held to provide all labor and materials necessary for the entire
<br />completion of the work intended to be desired, and shall not avail himself of any
<br />manifestly unintentional error or omission should such exist. Should any error or
<br />inconsistency appear in the drawings or specifications, the Contractor, before
<br />proceeding with the work, shall make mention of the same to the Owner's Project
<br />Manager in writing for proper adjustment, and in no case shall he proceed with the
<br />work in uncertainty.
<br />B. Titles to chapters and paragraphs in these Specifications are indicated merely for
<br />convenience and shall not be construed as a correct or complete segregation of the
<br />several units of materials and labor. No responsibility, either direct of implied, is
<br />assumed by the Owner for omissions or duplications by the Contractor or his
<br />Subcontractors, due to real or alleged error in arrangement of matter in these
<br />Specifications.
<br />C. It shall be the duty of the Contractor to verify all dimensions given on the drawings
<br />and to report any errors or inconsistencies to the Owner's Project Manager before
<br />commencing the work. In submitting a proposal, it will be construed by the Owner that
<br />the bidder has examined and familiarized himself with the site and has carefully
<br />checked all the details and assured himself that they conform in every respect with both
<br />local and state requirements. Ignorance or failure on the part of the Contractor or
<br />Subcontractor to examine or familiarize themselves with the site will not be accepted as
<br />an excuse for claims to extra or additional payment above contract price.
<br />D. The Owner's Project Manager shall within a reasonable time make decisions on all
<br />points brought up by the Contractor, on matters relating to the interpretation of the
<br />plans, the specifications and the execution, and the progress of the work.
<br />E. Should any dispute arise as to the quality or fitness of materials or workmanship or
<br />interpretation of the plans and specifications, the decision shall rest with the Owner's
<br />Project Manager and shall be based on the requirements that all work done and all
<br />materials furnished shall be in strict accordance with the plans and specifications and
<br />what is usual, customary, and standard practice in erecting buildings of similar type.
<br />F. Where necessary for field work, or proper interpretation of the general plans and
<br />specifications, the Contractor shall submit with such promptness as to cause no delay
<br />in his or any other Contractor's work, three copies of amplified details and schedules for
<br />the approval of the Owner's Project Manager and shall furnish the Project Manager
<br />three copies of the final details, one to be returned to the Contractor approved and two
<br />to remain in the Project Manager's files.
<br />G. Figured dimensions and detailed drawings shall be followed in preference to scaled
<br />measurements. In case of any doubt on the part of the Contractor as to the exact
<br />meaning of the drawings and these specifications, he shall apply to the Owner's Project
<br />Manager for an interpretation before proceeding with his work.
<br />H. Should discrepancies appear among the contract documents, the Contractor shall
<br />request an interpretation from the Owner's Project Manager before proceeding with the
<br />work. If the contractor fails to make such request, no excuse will thereafter be
<br />entertained for failure to carry out work in the required manner or provide required
<br />guarantees, warranties, or bonds. Should conflict occur in or between drawings and
<br />specifications, Contractor is deemed to have estimated on better quality and larger
<br />quantity Of work, unless he shall have requested and obtained written decision from the
<br />Owner's Project Manager before submission of bid as to which method or materials will
<br />be required.
<br />I. The Contractor shall carefully study and compare all drawings, specifications, and
<br />other instructions. Where dimensions are governed by existing conditions or by
<br />conditions already established, Contractor shall take actual measurements himself and
<br />shall report in writing to the Owner's Project Manager, for explanation or adjustment,
<br />any errors, disagreements or inconsistencies in the drawings and specifications or
<br />figured dimensions of the drawings which may exist or appear to exist, before
<br />proceeding to execute that part of the work affected. Thereby, this field verification shall
<br />be done within ten days of the receipt of the drawings, specifications and instructions.
<br />Failure to do so shall constitute a waiver of all right to or claim for extra work on such
<br />account.
<br />J. No deviation from specifications, drawings or instructions shall be made without
<br />written authorization by the Owner's Project Manager.
<br />END OF SECTION
<br />SECTION 01002 - MATERIAL, LABOR, APPLIANCES
<br />A. Unless otherwise stipulated, the Contractor shall provide and pay for all materials,
<br />labor, water, tools, equipment, light and power, transportation and other facilities
<br />necessary for the execution of the work.
<br />B. Unless otherwise specified, all materials shall be new and both workmanship and
<br />materials shall be the best of these respective kinds. The Contractor shall, if required,
<br />furnish satisfactory evidence as to the kind and quality of materials.
<br />C. Only skilled, thoroughly trained and experienced foremen and workmen shall be
<br />employed on the work, and when required by the Owner, the Contractor shall discharge
<br />and shall not re-employ on the work, any person who commits trespass, or who is in the
<br />opinion of the Owner, disorderly, dangerous, insubordinate, incompetent, or otherwise
<br />objectionable, nor shall he employ any person who has been discharged by another
<br />Contractor upon the order of the Owner's Project Manager.
<br />D. Unless otherwise stipulated, no allowance or compensation whatsoever shall be due
<br />or paid to the Contractor for any temporary roads, excavations, embankments, or other
<br />work or structures that he may make to facilitate his work, nor for any construction plant,
<br />tools or equipment which may be required in the performance of the work.
<br />E. All work and materials delivered on the premises shall be intended to form part of the
<br />work and shall not be removed without consent of the Owner. The Contractor shall have
<br />the right to remove all surplus materials after the completion of all work included in his
<br />Contract.
<br />F. It shall be the duty of the General Contractor to see that all Subcontractors are fully
<br />informed in regard to the general conditions and preliminary specifications.
<br />END OF SECTION
<br />SECTION 01003 - LOCATION AND GRADE
<br />A. The exact property lines, corner monuments and grades set by the Owner's surveyor
<br />will be furnished to the Contractor, and all precautions shall be taken by the Contractor to
<br />preserve same. If any are displaced, lost or disturbed through the act or neglect of the
<br />Contractor or his agents or employees, he shall pay for cost of restoration.
<br />B. The relation of the building to the lot lines and established grades shall be as
<br />indicated on the drawings. The Contractor shall accurately lay out his work on the
<br />ground according to the drawings furnished, and will be held responsible for the correct
<br />location of all work.
<br />END OF SECTION
<br />SECTION 01004 - PROTECTION OF WORK
<br />AND PROPERTY
<br />A. The Contractor shall be responsible for all violations of city ordinances and state laws
<br />involved in the performance of his work; for obstruction of streets, side -walks, alleys and
<br />pavements and shall in all cases make good any damage to any streets, sidewalks, alleys
<br />and pavements.
<br />B. Contractor shall use every precaution to brace and otherwise support and secure the
<br />structural frame, walls, floors and roof during the construction of the work; and shall
<br />provide during the progress of his work every and all safeguards and protection against
<br />accidents, injury and damage to persons and property including adjoining property.
<br />C. The Contractor shall be responsible for his work and every part thereof, and for all
<br />materials, tools, appliances and property of every description used in connection
<br />therewith.
<br />END OF SECTION
<br />SECTION 01005 - SUPERVISOR
<br />A. The Contractor shall give personal supervision to the work, using his
<br />best skill and attention, and shall keep a competent Foreman and necessary
<br />assistants constantly on the jobsite. The Foreman shall be the personal
<br />representative of the Contractor and all directions given by him shall be as
<br />binding as if given by the Contractor. Communication delivered to the
<br />Foreman by Owner's Project Manager shall be as binding as if delivered to
<br />the Contractor.
<br />B. The contractor shall layout all work and shall be responsible for all
<br />measurements and dimensions.
<br />END OF SECTION
<br />SECTION 01006 - TEMPORARY FACILITIES
<br />A. GENERAL:
<br />Location, schedule of installation and removal, and duration of all items on site
<br />to be approved by owner's project manager.
<br />B. TRAILER:
<br />Contractor shall at his own expense provide such temporary trailers, offices, and
<br />sheds for storing of cement, tools, etc., with necessary telephones, heat, etc., all of
<br />which are to be removed by him at the completion of the job.
<br />C. TEMPORARY TOILET FACILITIES:
<br />As conditions require, and in accordance with state and local regulation, the
<br />Contractor at his own expense shall install temporary toilet facilities for the use of
<br />his employees. These toilet facilities must be placed at suitable points, enclosed
<br />against weather, maintained in proper condition, disinfected, and at completion of
<br />the job cleaned out and removed from the premises.
<br />D. TEMPORARY ELECTRICAL SERVICES:
<br />General Contractor, without cost to owner or Subcontractors, shall provide and
<br />maintain all temporary electrical services for any or all Contractors, for use of
<br />apparatus, lights, or tools to facilitate the completion of the building. (See Section
<br />16000, Basic Electrical Requirements.)
<br />E. TEMPORARY HEAT:
<br />In the event that temporary heat is required, this Contractor shall provide for and
<br />include same in his bid, on line item designated as Winter Conditions on bid form.
<br />or make necessary arrangements with the several Subcontractors requiring
<br />temporary heat to provide for and include same in their bids. He shall make sure
<br />that proper fuels and apparatus are furnished and installed with flue pipes to the
<br />outside of the building, and that the fuels are properly housed. Installation shall be
<br />such as to in no way damage any of the finished work or work in progress. In
<br />event of any damage resulting from improper heating arrangements, same shall be
<br />corrected at the expense of Contractor. If store HVAC system is used, filters must
<br />be changed.
<br />F. CONSTRUCTION FENCE:
<br />Provide as required for security and the safety of the public. Provide 6-0" high
<br />chain link fencing with steel posts 8'-0" o.c. Provide gates as required. Keep gates
<br />closed after working hours. Patch paving damaged by fence posts after removal.
<br />G. All utility accounts must be transferred to Ross Dress for Less prior to start of
<br />Construction and all costs of utilities are the responsibility of Ross Dress for Less
<br />or their Contractor.
<br />END OF SECTION
<br />SECTION 01007 - CUTTING & PATCHING
<br />A. Each Contractor shall leave all chases, holes or openings in walls and
<br />partitions straight, true and of proper size, in his own work or cut same in existing
<br />work as may be necessary for the proper installation of his own or another
<br />Contractor's work. Each Contractor shall coordinate with the General Contractor
<br />regarding proper location and size of same. In case of his failure to leave or cut
<br />same in the proper place, he shall cut them afterwards at his own expense. No
<br />excessive cutting will be permitted nor shall any structural members be cut.
<br />B. After all work has been installed in chases, holes or openings, each
<br />Contractor shall carefully fit around, close up, repair, patch and point up same as
<br />directed, to the complete satisfaction of the Owner's Project Manager. All work
<br />shall be done with proper tools and by the skilled workmen who are thoroughly
<br />trained and experienced in the particular trade to which such work belongs, and
<br />shall be done without extra charge to the Owner.
<br />END OF SECTION
<br />SECTION 01008 - CLEANING
<br />A. The Contractor shall at all times keep the premises free from accumulations of
<br />waste and flammable material or rubbish caused by his employees or others
<br />during progress ress completion the ro of the work. At the of the work and before final
<br />acceptance, the Contractor shall, at his own expense, clear away and remove from
<br />the premises and from public and private roads all plant debris, rubbish, tools,
<br />scaffolding, surplus materials, and excess excavated materials due to his
<br />operations, and shall leave the premises and the work in perfect order and repair,
<br />and the building broom clean and ready to use.
<br />END OF SECTION
<br />SECTION 01009 - APPROVED EQUALS
<br />A. Throughout these specifications a manufacturer, model number, color, finish,
<br />etc. has been used. These are to be used as a guide to quality and design
<br />standards and equal products may be substituted but ONLY after substitutions are
<br />submitted to the owner and the owner approves substitutions in writing. Do not
<br />order any materials/products until written approval is given. All unapproved
<br />materials/products used will be removed and replaced at contractor's own
<br />expense.
<br />END OF SECTION
<br />SECTION 01330 - SUBMITTAL PROCEDURES
<br />PART GENERAL
<br />1.01 SUMMARY
<br />A. Section includes administrative and procedural requirements for shop
<br />drawings, product data, and samples submittals.
<br />1.02 SUBMITTAL PROCEDURES
<br />A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
<br />submittals, and related activities that require sequential activity.
<br />B. Processing: Allow 2 weeks for initial review. No extension of Contract Time
<br />will be authorized because of failure to transmit submittals to Architect sufficiently
<br />in advance to permit processing.
<br />C. Preparation: Provide sufficient space on label or cover to record review action
<br />taken. Include the following information:
<br />1. Project name.
<br />2. Date.
<br />3. Name and address of Architect.
<br />4. Name and address of Contractor.
<br />5. Name and address of subcontractor.
<br />6. Name and address of supplier.
<br />7. Name and address of manufacturer.
<br />8. Number and title of appropriate specification section.
<br />9. Drawing number and detail references as appropriate.
<br />1.03 SHOP DRAWINGS
<br />A. Submit newly prepared information drawn accurately to scale. Indicate
<br />deviations from the Contract Documents. Do not reproduce Contract Documents
<br />or copy standard information as the basis of shop drawings. Submit on sheets at
<br />least 8-1/2 by 11 inches but no larger than 24 by 36. Submit 1 correctable,
<br />translucent, reproducible print and 1 blueline or blackline print for Architect's
<br />review.
<br />B. Prototypical finishes specified in the documents do not need to be submitted
<br />for review
<br />1.04 PRODUCT DATA
<br />A. Collect product data into a single submittal for each element of construction
<br />or system. Include manufacturer's installation instructions, catalog cuts, standard
<br />color charts, diagrams, and compliance with recognized testing agency standards.
<br />1.05 SAMPLES
<br />A. Submit full-size, fully fabricated samples cured and finished as specified and
<br />physically identical with the material or product proposed. Samples of prototypical
<br />items specified in the documents need not be submitted.
<br />END OF SECTION
<br />SECTION 01 71 0 - FINAL CLEANING
<br />A. SUMMARY
<br />1. Environmental requirements: conduct cleaning and waste -disposal
<br />operations in compliance with local laws and ordinances. Comply fully with
<br />federal and local environmental and anti pollution regulations.
<br />B. PRODUCTS
<br />1. Cleaning agents: use cleaning materials and agents recommended by the
<br />manufacturer or fabricator of the surface to be cleaned. Do not use
<br />cleaning agents that are potentially hazardous to health or property or that
<br />might damage finished surfaces.
<br />C. EXECUTION - Complete the following cleaning operations before requesting
<br />inspection for final completion for the entire project.
<br />1. Clean the project site, yard and grounds, in areas disturbed by construction
<br />activities, including landscape development areas, of rubbish, waste
<br />material, litter, and foreign substances.
<br />2. Sweep paved areas broom clean and power wash all dirt and materials
<br />which can be tracked into the building. Rake grounds that are neither
<br />planted nor paved to a smooth, even -textured surface.
<br />3. Remove petrochemical spills, stains, and other foreign deposits, including
<br />excess concrete and mortar dumpings.
<br />4. Remove tools, construction equipment, machinery, and surplus material
<br />from the site.
<br />5. Damp clean and dry exposed exterior and interior hard -surfaced finishes to
<br />a dirt -free condition, free of stains, films, and similar foreign substances.
<br />Avoid disturbing natural weathering of exterior surfaces. Restore reflective
<br />surfaces to their original condition.
<br />6. Remove debris and surface from limited access spaces, including roofs,
<br />plenums, shafts, trenches, equipment vaults, manholes, attics, and similar
<br />spaces.
<br />7. Broom clean and wet -mop concrete floors in unoccupied spaces after
<br />removing paint and drips, stains and other foreign substances from
<br />concrete surface.
<br />8. Vacuum clean carpet and similar soft surfaces, removing debris and excess
<br />nap. Shampoo to remove stains per manufacturers specific
<br />recommendations.
<br />SECTION 01 71 0 - CONTINUED
<br />9. Clean transparent materials, including mirrors and glass in doors and
<br />windows. Remove glazing compounds and other substances that are
<br />noticeable vision -obscuring materials. Replace chipped or broken glass and
<br />other damaged transparent materials. Polish mirrors and glass, taking care
<br />not to scratch surfaces.
<br />10. Remove labels that are not permanent labels.
<br />11. Touch up and otherwise repair and restore marred, exposed finishes
<br />and surfaces. Replace finishes and surfaces that cannot be satisfactorily
<br />repaired or restored or that already show evidence of repair or restoration.
<br />a) Do not paint over "ul" and similar labels, including mechanical and
<br />electrical nameplates.
<br />12. Wipe surfaces of mechanical and electrical equipment, and similar
<br />equipment. Remove excess lubrication, paint and mortar droppings, and
<br />other foreign substances.
<br />13. Clean plumbing fixtures to a sanitary condition, free of stains, including
<br />stains resulting from water exposure.
<br />14. Replace disposable air filters and clean permanent air filters. Clean
<br />exposed surfaces of diffusers, registers, and grills.
<br />15. Clean ducts, blowers, and coils if units were operated without filters
<br />during construction.
<br />16. Clean light fixtures, lamps, and reflectors to function with full efficiency.
<br />Replace burned -out bulbs in fixtures.
<br />17. Leave the project clean and ready for occupancy.
<br />D. PEST CONTROL: Engage an experienced licensed exterminator to make a
<br />final inspection and rid the project of rodents, insects, birds, and other pests.
<br />E. REMOVAL OF PROTECTION: Remove temporary protection and facilities
<br />installed during construction to protect previously completed installations during
<br />the remainder of the construction period.
<br />F. COMPLIANCES: Comply with governing regulations and safety standards for
<br />cleaning operations. Remove waste materials from the site and dispose of
<br />lawfully.
<br />END OF SECTION
<br />SECTION 01770 - CLOSEOUT PROCEDURES
<br />PART GENERAL
<br />1.01 SUMMARY
<br />A. Administrative procedures for contract closeout.
<br />1.02 SUBSTANTIAL COMPLETION
<br />A. Before requesting observation for Certificate of Substantial Completion,
<br />complete the following. List exceptions:
<br />1. Submit statement showing an accounting of changes to the Contract Sum.
<br />2. Submit specific warranties, maintenance agreements, final certifications, and
<br />similar documents.
<br />3. Submit record documents, maintenance manuals, progress test and inspection
<br />reports, and other similar information.
<br />4. Deliver tools, spare parts, extra stock and similar items.
<br />5. Changeover to permanent locks and transmit keys to Owner. Advise Owner's
<br />personnel of changeover.
<br />6. Complete startup testing of systems and instruction of Owner's operating and
<br />maintenance personnel. Discontinue and remove temporary facilities from the site
<br />7. Complete final cleaning, repair, and paint touch-up.
<br />1.03 FINAL ACCEPTANCE
<br />A. Before requesting observation for certification of final acceptance and final
<br />q g P
<br />payment, complete the following. List exceptions:
<br />1. Submit final payment request with releases.
<br />2. Submit updated final statement accounting for final changes to Contract Sum.
<br />3. Submit consent of surety payment to final a ment to the Owner.
<br />4. Submit satisfactory waivers of mechanic's liens.
<br />5. Submit complete list of subcontractors and principal vendors.
<br />6. Furnish Owner with Certificate of Occupancy by controlling building
<br />authorities to occupy premises for purpose intended.
<br />B. Final acceptance nor final payment shall relieve the Contractor of
<br />responsibility for faulty materials or workmanship, and contractor shall remedy
<br />defects and pay for resulting damage.
<br />1.04 RECORD DOCUMENT SUBMITTALS
<br />A. Maintain prints of drawings and any manuals for record documents separate
<br />from construction sets. Mark Record Prints to indicate actual installation where
<br />varies or any other revisions from that indicated originally. This includes all trades,
<br />equipment, and dimensions. Prepare any additional sets required by the
<br />controlling building authorities for final acceptance of the project. Submit record
<br />documents to Architect for Owner's records before requesting observation for
<br />Certificate of Substantial Completion.
<br />1.05 OPERATING AND MAINTENANCE MANUALS
<br />A. Organize operation and maintenance data into suitable sets of manageable
<br />size. Bind properly indexed data in individual binders. Mark identification on front
<br />and spine of each binder. Submit 3 complete sets of manuals to the Architect.
<br />1.06 WARRANTIES
<br />A. Furnish warranties required by the Contract Documents, including
<br />manufacturer's standard on products and special warranties. Submit written
<br />warranties to the Architect prior to the date certified for substantial completion,
<br />addressed to the Owner. Submit 2 copies of each, plus 3 additional for warranted
<br />items in the operation and maintenance manuals. Organize documents in binders
<br />PART 2 PRODUCTS
<br />NOT USED
<br />71i1i[c111111/3ODji[6l01l
<br />3.01 OPERATION AND MAINTENANCE INSTRUCTIONS
<br />A. Arrange for each equipment installer to meet with Owner's personnel to
<br />provide instruction in proper operation and maintenance.
<br />3.02 FINAL CLEANING
<br />A. Perform final cleaning with experienced workers or professional cleaners.
<br />Comply with manufacturer's instructions. Remove non permanent labels. Clean
<br />glass and transparent materials. Clean all surfaces to dust -free condition. Clean
<br />site and remove all rubbish.
<br />END OF SECTION
<br />DIVISION 2 - SITE WORK
<br />SECTION 02515 ASPHALT PAVING REPAIRS & SEALCOAT &
<br />PAINTING
<br />PART 1 GENERAL
<br />1.01 SUMMARY: Provide asphaltic sealcoat and pavement striping where
<br />shown on the drawings, as specified herein, and as needed for a complete
<br />and proper installation.
<br />1.02 REFERENCES:
<br />A. Fed. Spec. R-P 355e Pitch, Coal Tar Emulsion (Coating for Bituminous
<br />Pavements).
<br />B. American Society for Testing and Materials (ASTM)
<br />1. C 136 Method of Sieve Analysis of Fine and Coarse Aggregates.
<br />2. D 490 Specification for Road Tar.
<br />3. D 2939 Method for Testing Emulsified Bitumens used as Protective
<br />Coatings.
<br />4. D 3320 Standard Specification for Emulsified Coal -Tar Pitch (Mineral Colloid
<br />Type).
<br />5. D 5727 Standard Specification for Emulsified Refined Coal -Tar (Mineral
<br />Colloid Type).
<br />1.03 SUBMITTAL: No submittal is required for the work of this Section.
<br />1.04 PROJECT/ SITE CONDITIONS:
<br />A. Apply coating when the pavement temperature is at least fifty (50) degrees F
<br />and air temperature is fifty (50) degrees F and rising.
<br />B. Apply coating during dry weather and when rain is not anticipated within eight
<br />(8) hours after application is completed.
<br />1.05 WARRANTY: The Contractor shall include the manufacturer's two-(2) year
<br />written dual that warrants performance of the coating against flaking,
<br />chipping, loss of adhesion or other abnormal wear in the Building Maintenance
<br />Manuals per Section 01770- Contract Closeout.
<br />PART2 PRODUCTS
<br />2.01 SEALCOAT PRODUCT: Provide refined coal tar emulsion sealant slurry
<br />equal to Jennite, as manufactured by Neyra Industries Inc. Cincinnati OH
<br />(800.543.7077).
<br />A. Sealer: High solids refined coal tar emulsion containing hot blended rubber.
<br />B. Crack Sealant: Hot applied, elastomeric type crack sealant compatible with
<br />pavement coating, equal to Jennite/ Thermo -Seal PLS.
<br />C. Pavement Primer: Acrylic based, primer compatible with pavement coating,
<br />equal to Jennite/ Polyprime.
<br />D. Oil Spot Primer: Water based acrylic oil spot primer compatible with pavement
<br />coating, equal to Jennite/ Petrobond.
<br />E. Sand: As recommended in printed data sheets by sealer manufacturer.
<br />F. Mixing Water
<br />1. Potable and free from harmful soluble salts.
<br />2. Temperature of the water: minimum fifty (50) degrees F.
<br />SECTION 02515 - ASPHALT REPAIR - Continued
<br />2.02 PAVEMENT STRIPING PRODUCT: Use Thermoplastic Paint with glass beads for
<br />entire lot. (NO SUBSTITUTIONS)
<br />2.03 SEALCOAT EQUIPMENT: Use equipment that keeps the sealant mixture
<br />homogeneous at all times and is capable of applying required coating weights evenly
<br />over entire width of application mechanism in order to provide a uniformly coated
<br />surface.
<br />2.04 MIXING: Add six (6) pounds of sand to the refined coal tar emulsion and mix
<br />with power equipment to a homogeneous coating. Add water to the coating mix as
<br />required for application not exceeding ten (10) per cent of refined coal tar emulsion.
<br />PART 3 EXECUTION
<br />3.01 EXAMINATION: Inspect existing pavement surfaces for conditions and
<br />defects that will adversely affect quality of work, and which cannot be put into an
<br />acceptable condition through normal preparatory work as specified. Do not place
<br />coating over unsound oil spots softened by fuel or oil.
<br />3.02 SYSTEM DESCRIPTION: Provide primer and two applications of the coating
<br />(refined coal tar emulsion slurry) in all areas. Provide third coat in high traffic areas
<br />as shown in schedule and on drawings.
<br />3.03 SEALCOAT APPLICATION: Apply all coats uniformly at a rate of 0.14 - 0.17
<br />gallons per square yard per coat using mixed diluted material. Allow each coat to
<br />cure sufficiently to take traffic without scuffing. Allow final coat to cure a minimum of
<br />twenty-four (24) hours under good drying conditions before allowing traffic.
<br />3.04 SEALCOAT CLEANING AFTER APPLICATION: Remove primer and coating
<br />from surfaces other than those requiring primer and coating.
<br />3.05 PROTECTION: Barricade coated areas until the coating has dried sufficiently for
<br />traffic.
<br />3.06 PAVEMENT STRIPING APPLICATION: Sweep and clean the surface to
<br />remove loose material and dust prior to painting.
<br />PARKING LINES AND PAVEMENT PAINTING:
<br />A. Sweep and clean paving surface to remove loose material and dust
<br />prior to painting.
<br />B. Apply parking lines with mechanical equipment to produce uniform
<br />straight edges. Provide two paint coats at the paint manufacturer's
<br />recommended rate of application.
<br />C. Accessible Parking Spaces: Parking space symbols for accessible
<br />parking spaces shall be painted using pre -manufactured symbol
<br />templates meeting local jurisdiction graphic requirements.
<br />DIVISION 3 - CONCRETE
<br />SECTION 03001 - CONCRETE
<br />A. In addition to the concrete specifications in the Structural drawings, use
<br />approved concrete sealer where indicated on plans. Finish concrete floor
<br />surfaces in accordance with ACI 301. Provide concrete surfaces to be left
<br />exposed with sack rubbed finish.
<br />B. SLAB MOISTURE TESTING: Conduct moisture vapor emission testing
<br />(VET) by a qualified testing agency of concrete slabs. General contractor is
<br />responsible for conducting this test and adhering to the following criteria:
<br />1. Test all concrete slabs scheduled to be covered with a floor covering or
<br />coating. Test to be conducted per ASTM F 1869-98 standards.
<br />2. Prior to orderingfloor finishproducts, contact individual floor finish
<br />manufacturers to determine maximum allowable floor slab moisture
<br />emissions recommended for compatibility with each product.
<br />P Y
<br />3. Provide a minimum of two vapor emission test per 1000 square feet of
<br />concrete slab. All tests to be conducted simultaneously. VET test to be
<br />repeated as necessary to ensure that entire area of concrete slab vapor
<br />emissions are uniformly low enough to allow for floor finish installation
<br />according to floor finish manufacturer requirements. Floor finishes shall not be
<br />installed until concrete slab(s) pass VET test consistently over entire area of
<br />slab(s).
<br />4. Immediately after VET tests are completed, forward all VET results to
<br />Architect and ROSS STORES, INC. Coordinate allowable levels of concrete
<br />slab moisture with Ross stores inc. construction schedule. The date that the
<br />a a
<br />floor finish can be installed in accordance with allowable levels of floor slab
<br />moisture shall not infringe upon fixturing date, construction complete date,
<br />or any other established date on schedule.
<br />5. NOT USED.
<br />6. EXISTING CONCRETE SLABS: Not applicable provided item above is
<br />verified; If existing floor finish is to be removed, conduct vet after existing
<br />floor finish is removed. If existing floor finish is to remain, remove a 20"x20"
<br />minimum area of existing floor covering and perform vet on exposed
<br />concrete or substrate. If existing concrete slab moisture emissions are too
<br />high to allow for floor finish installation according to floor finish manufacturer
<br />recommendations, provide a water vapor emission and alkalinity control
<br />system as outlined in spec section 07260.
<br />Provide vapor barrier as required on conc. Slab as needed per test results.
<br />The following is a recommendation from floor seal technologies
<br />(888-417-7688 X202 OR www.floorseal.com). for a conc. Slab moisture
<br />content of 4 TO 6 LBS/1000 S.F., Use a system i method, Which includes
<br />one layer of mes-floor seal. for a conc. Slab moisture content of 7 TO 9
<br />LBS/1000 S.F., Use a system ii method, which includes two layers of
<br />mes-floor seal. for both systems, While the coat is still tacky, a thin layer of a
<br />cementitious material will need to be applied. See G100 for additional
<br />requirements.
<br />7. General contractor shall be responsible to have concrete substrate compliant
<br />for floor finish manufacturer specification in reference to vapor emissions and
<br />alkalinity.
<br />C. CONCRETE SEALER: ALL concrete is to be sealed with CRETESEAL CS2(10
<br />yr warranty) applied in accordance with manufacturers instructions. The CS2000
<br />2 day system is to be used on existing slabs. Further, slabs must be designed and
<br />prepared to test and maintain moisture vapor emissions at or below 5-lbs per 1000
<br />sf per 24-hrs using the calcium chloride method. The stockroom, electrical room
<br />and other areas of the slab not receiving finish tile or carpet are to receive a
<br />two -coat application of a penetrating low viscosity epoxy or acrylic sealer.
<br />D. Conduct PH & CAL CHLOR. test with adequate time for floor correction,
<br />should testing results not comply.
<br />END OF SECTION
<br />DIVISION 4 - MASONRY
<br />NOT USED
<br />DIVISION 5 - METALS
<br />SECTION 05400 - COLD FORMED METAL FRAMING
<br />PART 1 GENERAL
<br />1.01 SUMMARY
<br />A. Work Includes:
<br />1. Exterior load -bearing steel -stud wall framing.
<br />2. Exterior nonload-bearing steel -stud wall framing.
<br />B. Related Sections:
<br />1. Section 07210 - Building Insulation.
<br />1.02 REFERENCES
<br />A. American Iron and Steel Institute (AISI):
<br />1. Specification for the Design of Cold -Formed Steel Structural Members.
<br />B. American Welding Society (AWS):
<br />1. AWS D1.1: Structural Welding Code - Steel.
<br />2. AWS D1.3: Structural Welding Code - Sheet Steel.
<br />C. American Society for Testing and Materials (ASTM):
<br />1. ASTM A 570: Steel, Sheet and Strip, Carbon, Hot -Rolled, Structural
<br />Quality.
<br />2. ASTM A 653: Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron -Alloy
<br />Coated (Galvannealed) by the Hot -Dip Process.
<br />3. ASTM C 754: Installation of Steel Framing Members to Receive
<br />Screw -Attached Gypsum Board.
<br />D. Steel Stud Manufacturers Association (SSMA; formerly ML/SFA).
<br />1. Guide Specification for Metal Lathing and Furring.
<br />E. Uniform Building Code (UBC)
<br />1.03 SYSTEM DESCRIPTION
<br />A. Performance Requirements:
<br />1. Cold -formed metal framing shall comply with AISI and SSMA referenced
<br />standards and IBC.
<br />2. Fabricate and erect cold -formed metal framing with the physical and
<br />structural properties as indicated.
<br />3. Cold -formed steel studs, joists, tracks, and channels shall meet the
<br />following minimum requirements:
<br />Gage Type Standard Yield Stress
<br />14 and 16 Galvanized ASTM A 653,
<br />Grade 50 50 ksi
<br />14 and 16 Hot -Rolled ASTM A- 570, Grade 50 50 ksi
<br />14 and 16 Cold -Rolled ASTM A 607, Grade 50 50 ksi
<br />18 and lighter Galvanized ASTM A 653, Grade 33 33 ksi
<br />18 and lighter Hot -Rolled ASTM A 570, Grade 33 33 ksi
<br />18 and lighter Cold -Rolled ASTM A 611, Grade C 33 ksi
<br />4. Steel shall be galvanized in accordance with ASTM A 653, G60
<br />corrosion -resistant coating.
<br />5. Steel framing members to receive screw -attached wallboard shall
<br />be detailed in accordance with ASTM C -754.
<br />6. Studs, runners, and rigid furring channels shall meet applicable
<br />requirements of ASTM C 754,
<br />7. Where framing connects primary structural elements, such as floors in
<br />a building, incorporate orate into the construction provisions to accommodate
<br />ccommod to
<br />anticipated structural deflections under both gravity and seismic loads.
<br />p ga ya a
<br />1.04 SUBMITTALS
<br />A. Product data for each type of cold -formed metal framing, accessory, yp a a g, a y,
<br />and product specified.
<br />B. Shop drawings showing layout, spacings, sizes, thicknesses, and types of
<br />cold -formed metal framing, fabrication, fastening and anchorage details,
<br />including mechanical fasteners. Show reinforcing channels,
<br />opening framing, supplemental framing, strapping, bracing, bridging,
<br />splices, accessories, connection details, and attachments to other units of
<br />work.
<br />C. ICBO research report evidencing cold -formed metal framing's
<br />compliance with building code in effect for the Project.
<br />1.05 QUALITY ASSURANCE
<br />A. Fabricator Qualifications: Engage a fabricator who has at least 5 years of
<br />continuous experience in the fabrication of cold -formed metal framing.
<br />B. Installer Qualifications: Engage an experienced installer who has completed
<br />cold -formed metal framing similar in material, design, and extent to that
<br />indicated for this Project and with a record of successful in-service
<br />performance.
<br />C. Welding Standards: Comply with applicable provisions of AWS referenced
<br />standards.
<br />D. Maintain one copy of the ICBO report on -site
<br />1.06 DELIVERY, STORAGE, AND HANDLING
<br />A. Protect cold -formed metal framing from corrosion, deformation, and other
<br />damage during delivery, storage, and handling.
<br />B. Storage: Protect cold -formed metal framing with a waterproof covering
<br />and ventilate to avoid condensation.
<br />PART 2 PRODUCTS
<br />2.01 MANUFACTURERS
<br />Subject to compliance with requirements, provide cold -formed metal
<br />framing by one of the following:
<br />1. Allied American Studco, Inc.
<br />2. Angeles Metal Systems
<br />3. California Expanded Metal Products Co.
<br />4. California Metal Systems, Inc.
<br />5. Clark Steel Framing Industries.
<br />6. Consolidated Fabricators, Corp.
<br />7. Consolidated Systems, Inc.
<br />8. Dale Industries, Inc.
<br />9. Design Shapes in Steel.
<br />10. Dietrich Industries, Inc.
<br />11. Knorr Steel Framing Systems.
<br />12. Marino Ware; Div. of Ware Industries, Inc.
<br />13. Scafco Corp.
<br />14. Steel Construction Systems.
<br />15. Steel Developers, LLC.
<br />16. Steeler, Inc.
<br />17. Studco of Hawaii, Inc.
<br />18. Super Stud Building Products, Inc.
<br />19. Unimast, Inc.
<br />20. United Metal Products, Inc.
<br />21. Western Metal Lath.
<br />2.02 MATERIALS
<br />A. Galvanized -Steel Sheet: ASTM A 653 zinc -coated according to ASTM A
<br />525, G-60 coating.
<br />B. Prime -Painted Steel Sheet: ASTM A -570 or ASTM A- 611, cleaned,
<br />pretreated, and primed with manufacturer's baked -on, lead- and
<br />chromate -free, rust -inhibitive primer conforming to the performance
<br />requirements of FS TT-P-664.
<br />2.03 WALL FRAMING
<br />A. Steel Studs: Manufacturer's standard galvanized C-shaped steel studs of
<br />size and thickness as indicated. Use same size metal stud for required
<br />blocking.
<br />B. Steel Track: Manufacturer's standard galvanized U-shaped steel track of
<br />size and thickness to correspond to metal stud size.
<br />2.04 FRAMING ACCESSORIES
<br />A. Fabricate steel -framing accessories of the same material and finish used
<br />for framing members.
<br />B. Provide the following accessories of manufacturer's standard thickness
<br />and configuration, unless otherwise indicated, as required:
<br />1. Supplementary framing.
<br />2. Bracing, bridging, and solid blocking.
<br />3. Web stiffeners.
<br />4. Gusset plates.
<br />5. Deflection track and vertical slide clips.
<br />6. Stud kickers and girts.
<br />7. Joist hangers and end closures.
<br />8. Reinforcement plates.
<br />m c g architecture
<br />TT 216.520.1551 © 216.520.1567
<br />7100 E Pleasant Valley Rd., Suite 320, Cleveland, OH 44131
<br />Seal:
<br />A Project for:
<br />Client:
<br />06.21.13
<br />ROSS STORES, INC.
<br />4440 ROSEWOOD DRIVE
<br />PLEASANTON, CA 94588
<br />Revisions:
<br />BID/PERMIT
<br />02-14-13
<br />No. Description
<br />Date
<br />Project No.:
<br />11.594.01
<br />Drawn By:
<br />ARA
<br />Reviewed By:
<br />BCB
<br />Scale:
<br />AS NOTED
<br />Date:
<br />01-28-2013
<br />Filename:
<br />11594 A001
<br />Sheet Title:
<br />Sheet #:
<br />SPECIFICATIONS
<br />A001
<br />,� i-r- ri -rI -11 I.
<br />© MCG ARCHITECTS 2011 ALL RIGHTS RESERVED
<br />
|