|
E. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying
<br />of completed installations or for protecting installed construction from adverse effects of low temperatures or high
<br />humidity.
<br />I . Maintain a minirrium temperature of 50 deg F in permanently enclosed portions of building for normal con-
<br />struction activities, and 65 deg F for finishing activities and areas where finished Work has been installed.
<br />F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or
<br />drying of completed installations or for protecting installed construction from adverse effects of high humidity, .
<br />G. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient
<br />size, capacity, and power characteristics during construction period. Include meters, transformers, overload -protected
<br />disconnecting means, automatic ground -fault interrupters, and main distribution switchgear.
<br />H. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction opera-
<br />'
<br />tions and traffic conditions.
<br />1. Telephone Service: Provide temporary telephone service throughout construction period for common -use facilities
<br />used by all personnel engaged in construction activities.
<br />I . Provide additional telephone lines for the following:
<br />a. Provide a dedicated telephone line for each facsimile machine and computer with modem in each field
<br />office.
<br />2. Provide an answering machine on superintendent's telephone.
<br />3. Provide a facsimile machine for site use
<br />4. Provide a portable cellular telephone for superintendent's use in making and receiving telephone calls when
<br />away from field office.
<br />3.3 SUPPORT FACILITIES INSTALLATION
<br />A. General: Comply with the following:
<br />1. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities for
<br />easy access, making them accessible for handicap access where required by the authority having jurisdiction.
<br />2. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Per-
<br />sonnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions
<br />acceptable to Owner.
<br />B . Project Identification and Temporary Signs: Prepare Project identification and other signs in sizes indicated. Install
<br />signs where indicated to inform public and persons seeking entrance to Project.
<br />I . Prepare temporary signs to provide directional information to construction personnel and visitors.
<br />2. Construct signs of exterior -type Grade B-B high -density concrete form overlay plywood in sizes and thick-
<br />nesses indicated. Support on posts or framing of preservative -treated wood or steel.
<br />3. Paint sign panel and applied graphics with exterior -grade alkyd gloss enamel over exterior primer.
<br />C. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate.
<br />Cover finished, permanent stairs with protective covering of plywood or similar material so finishes will be undam-
<br />aged at time of acceptance.
<br />3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
<br />A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by
<br />methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contarnina-
<br />i
<br />tion or pollution or other undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict
<br />use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project
<br />site.
<br />B . Stormwater Control: Provide earthen embankments and similar barriers in and around excavations and subgrade con-
<br />struction, sufficient to prevent flooding by runoff of stormwater from heavy rains.
<br />C. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect
<br />vegetation from construction damage. Protect tree root systems from damage, flooding, and erosion.
<br />D. Tree and Plant Protection: Comply with requirements in Division 2 Section "Tree Protection and Trimming."
<br />E. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally ade-
<br />quate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and public of pos-
<br />* i
<br />sible hazard. Where appropriate and needed, provide lighting, including flashing red or amber lights.
<br />. .
<br />I I
<br />I
<br />F. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migra-
<br />tion and to separate areas from fumes and noise.
<br />G. Temporary Fire Protection: Until fire -protection needs are supplied by permanent facilities, -Install and maintain tem-
<br />porary fire -protection facilities of types needed to protect against reasonably predictable and controllable fire losses.
<br />Comply with NFPA 24 1.
<br />I . Provide fire extinguishers, installed on walls on mounting brackets, visible and accessible from space being
<br />served, with sign mounted above. Store cornbustible materials in containers in fire -safe locations.
<br />2. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire -protection facilities, stairways,
<br />and other access routes for firefighting. Prohibit smoking in hazardous fire -exposure areas.
<br />3.5 OPERATION, TERMINATION, AND REMOVAL
<br />A. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been
<br />. I
<br />replaced by authorized use of a permanent f -:I*ty, or no later than Substantial Completion. Complete or, if necessary,
<br />i
<br />restore permanent construction that may have been delayed because of interference with temporary facility. Repair
<br />dairiaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
<br />I . Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right
<br />to take possession of Project identification signs.
<br />2. Remove ternporary paving not intended for or acceptable for integration into permanent paving, Where area is
<br />intended for landscape development, remove soil and aggregate fill that do not comply with requirements for
<br />fill or subsoil. Remove materials contarninated with road oil, asphalt and other petrochemical compounds, and
<br />other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs,
<br />arid sidewalks at temporary entrances, as required by authorities having jurisdiction,
<br />Z71
<br />3. At Substantial Cornpletion, clean and renovate permanent facilities used during construction period, Comply
<br />'
<br />with final cleaning requirements i.n Division I Section "Closeout Procedures."
<br />END OF SECTION 01500
<br />SECTION 01770 - CLOSEOUT PROCEDURES
<br />PARTI- GENERAL
<br />1.1 SUMMARY
<br />A. This Section includes administrative arid procedural requirements for contract closeout, Including, but not limited to,
<br />L�
<br />the following:
<br />I . Inspection procedures.
<br />2. Project Record Documents.
<br />3. Operation and maintenance manuals.
<br />4. Warranties.
<br />5. Instruction of Owner's personnel.
<br />6. Final cleaning.
<br />1.2 SUBSTANTIAL COMPLETION
<br />A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the
<br />following. List items below that are incomplete in request.
<br />I . Prepare a list of items to be completed and corrected (punch list), the value of items on the list, arid reasons why
<br />the Work is not complete.
<br />2. Advise Owner of pending insurance changeover requirements.
<br />3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and sirni-
<br />lar documents.
<br />4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities.
<br />Include occupancy permits, operating certificates, and similar releases.
<br />5. Prepare and submit Project Record Documents, operation and maintenance manuals, property surveys, and
<br />similar final record information.
<br />6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with
<br />manufacturer's narne and inodel number where applicable.
<br />7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of change-
<br />i
<br />over in security provisions.
<br />8. Complete startup testing of systems.
<br />9. Submit tesUadjusUbalance records.
<br />10. Terminate and remove temporary facilities frorn Project site, along with mockups, construction tools, and sirm-
<br />Zn
<br />lar elements.
<br />IL Advise Owner of changeover in heat and other utilities.
<br />12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.
<br />13. Complete final cleaning requirements, including touchup painting.
<br />14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.
<br />B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will
<br />either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate
<br />of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional
<br />items identified by Architect, that must be completed or corrected before certificate will be issued.
<br />1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is com-
<br />pleted or corrected.
<br />2. Results of completed inspection will form the basis of requirements for Final Completion.
<br />1.3 FINAL COMPLETION
<br />A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the
<br />following:
<br />I . Submit a final Application for Payment according to Division I Section "Payment Procedures."
<br />2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or cor-
<br />rected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has
<br />been completed or otherwise resolved for acceptance.
<br />3. Submit evidence of final, continuing insurance coverage complying with insurance requirements.
<br />4. Submit pest -control final inspection report and warranty.
<br />5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.
<br />B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either
<br />proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for
<br />Payment after inspection or will notify Contractor of construction that must be completed or corrected before certifi-
<br />cate will be issued.
<br />I . Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is com-
<br />pleted or corrected.
<br />1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
<br />A. Preparation: Submit 3 copies of list. Include name and identification of each space and area affected by construction
<br />i
<br />operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor
<br />that are outside the limits of construction. Use CST Form 14. 1 A.
<br />I . Organize list of spaces in sequential order, starting with exterior areas first,
<br />2. Organize items applying to each space by major element, including categories for ceiling, individual walls,
<br />floors, equipment, arid building systems. .
<br />1.5 PROJECT RECORD DOCUMENTS
<br />A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents frorn
<br />deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working
<br />hours.
<br />B . Record Drawings: Maintain and submit one set of blue- or black -line white prints of Contract Drawings and Shop
<br />Drawings.
<br />I . Mark Record Prints to show the actual installation where installation varies from that shown originally. Require
<br />individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or sirmlar
<br />entity, to prepare the marked -up Record Prints.
<br />a. Give particular attention to information on concealed elements that cannot be readily identified and
<br />recorded later.
<br />b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing con-
<br />cealed installations.
<br />2. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for differ-
<br />ent categories of the Work at the same location.
<br />3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identifi-
<br />i
<br />cation where applicable.
<br />4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prom-
<br />inent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identifi-
<br />'
<br />cation on cover sheets.
<br />C. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for mis-
<br />cellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file rniscella-
<br />neous records and identify each, ready for continued use and reference.
<br />1.6 OPERATION AND MAINTENANCE MANUALS
<br />A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system,
<br />subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in indi-
<br />vidual Specification Sections and as follows:
<br />I . Operation Data: Include ernergency instructions and procedures, system and equipment descriptions, operating
<br />procedures, arid sequence of operations.
<br />2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, manite-
<br />nance and service schedules for preventive and routine maintenance, and copies of warranties and bonds.
<br />B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty,
<br />three-ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the
<br />*
<br />covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION
<br />AND MAINTENANCE MANUAL," Project name, and subject matter of contents.
<br />1.7 WARRANTIES
<br />A. Submittal Time: Submit written warranties on request of Architect for designated portions of the Work where com-
<br />mencement of warranties other than date of Substantial Completion is indicated.
<br />B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.
<br />I . Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to
<br />accommodate contents.
<br />2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the
<br />product or installation. Provide a typed description of the product or installation, including the name of the
<br />product and the name, address, and telephone number of Installer.
<br />3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and
<br />name of Contractor.
<br />C. Provide additional copies of each warranty to include in operation and maintenance manuals.
<br />PART 2 - PRODUCTS
<br />2.1 MATERIALS
<br />A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be
<br />cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished
<br />surfaces.
<br />PART 3 - EXECUTION
<br />3.1 FINAL CLEANING
<br />A. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to con-
<br />dition expected in an average commercial building cleaning and maintenance prograrn. Comply with manufacturer's
<br />written instructions.
<br />I . Complete the following cleaning operations before requesting inspection for certification of Substantial Com-
<br />pletion for entire Project or for a portion of Project:
<br />a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape
<br />development areas, of rubbish, waste material, litter, and other foreign substances.
<br />b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
<br />C. Rake grounds that are neither planted nor paved to a smooth, even -textured surface.
<br />d. Remove tools, construction equipment, machinery, and surplus material from Project site.
<br />e. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films,
<br />and similar foreign subst.-es. Avoid disturbing, natural weathering of exterior surfaces. Restore reflec-
<br />'
<br />tive surfaces to their origi-al condition.
<br />f. Remove debris and surface dust from hinited access spaces, including roofs, plenurns, shafts, trenches,
<br />equipment vaults, manholes, attics, and sirnilarspaces.
<br />9- Sweep concrete floors broom -clean in unoccupied spaces.
<br />h. Vacuum carpet and similar soft surfaces, removing debris arid excess nap; shampoo if visible soil or
<br />stains remain.
<br />,
<br />1. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing com-
<br />pounds and other noticeable, v1sion-obscuring materials. Replace chipped or broken glass and other
<br />damaged transparent materials. Polish rrurrors and glass, taking care not to scratch surfaces.
<br />,
<br />j- Remove labels that are not permanent.
<br />k. Touch up arid otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and
<br />surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or res-
<br />*
<br />toratioll.
<br />21) 1) Do not paint over "UL" arid similar labels, including mechanical arid electrical narneplates.
<br />1� Wipe surfaces of mechanical arid electrical equipment and sirnilar equipment. Remove exces's lubrica-
<br />tion, paint arid mortar droppings, and other foreign substances.
<br />M. Replace parts subject to unusual operating conditions.
<br />Z:1
<br />n. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water expo-
<br />sure.
<br />0. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, regis-
<br />ters, arid grills.
<br />'
<br />p� Clean light fixtures, lamps, globes, arid reflectors to function wl di full efficiency. Replace burned -out
<br />bulbs, and those noticeably dirnmed by hours of use, and defective and. noisy starters in fluorescent arid
<br />mercury vapor fixtures to comply with requirements for new fixtures.
<br />q, Leave Project clean and ready for occupancy.
<br />B. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or exces's materials on
<br />Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste
<br />materials frorn Project site and dispose of lawfully.
<br />END OF SECTION 01770
<br />SECTION 02361 - TERMITE CONTROL
<br />PART]-
<br />1.1 SUMMARY
<br />.
<br />A. This Section includes soil treatment for terinite control,
<br />I.-) SUBMITTALS
<br />A. Product Data: For each product indicated, including EPA -Registered Label.
<br />B. Product certificates.
<br />1.3 QUALITY ASSURANCE
<br />A. Applicator Qualifications: A pest control operator who is licensed according to regulations of authorities having juris-
<br />diction to apply termite control treatment in jurisdiction where Project is located.
<br />B. Regulatory Requirements: Formulate and apply termiticides, and label with a Federal registration number, to comply
<br />with EPA regulations and authorities having jurisdiction.
<br />1.4 WARRANTY
<br />A. Soil Termiticide Special Warr anty: Manufacturer's standard form, signed by applicator and Contractor, certifying that
<br />applied soil termiticide treatment will prevent infestation of subterranean termites. If subterranean termite activity or
<br />damage is discovered within 5 years from date of Substantial Completion, re -treat soil and repair or replace damage
<br />caused by termite infestation.
<br />PART 2 - PRODUCTS
<br />2.1 TERMITE CONTROL
<br />A. Soil Treatment: EPA -registered termiticide complying with requirements of authorities having jurisdiction, in a solu-
<br />ble or emulsible, concentrated formulation that dilutes with water or foaming agent. Use only soil treatment solutions
<br />that are not harmful to plants.
<br />I . Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may
<br />be incorporated into the Work include, but are not limited to, the following:
<br />a. AgrEvo Environmental Health, Inc.; a company of Hoechst and Schering, Berlin.
<br />b. Bayer Corp.; Garden & Professional Care.
<br />C. DowElanco,
<br />PART 3 - EXECUTION
<br />3.1 SOIL TREATMENT APPLICATION
<br />A. Apply soil treatment at the label volume and rate for the maximum termiticide concentration allowed for each,specific
<br />use, according to the product's EPA -Registered Label.
<br />I . Mix termiticide solution to a uniform consistency.
<br />2. Apply to produce a continuous horizontal and vertical termiticidal barrier or treated zone around and under
<br />i
<br />building construction. DI stribute the treatment evenly.
<br />3. Slabs -on -Grade and Basement Slabs: Under ground- supported slab construction, including footings, building
<br />slabs, and attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs are
<br />placed.
<br />4. Foundations: Adjacent soil including soil along entire inside perimeter of foundation walls, along both sides of
<br />. i
<br />interior partition walls, around plumbing pipes and electric conduit penetrating slab, and around interior column
<br />footers, piers, and chimney bases; and along entire outside perimeter, from grade to bottorn of footing. Avoid
<br />soil washout around footings.
<br />5. Crawtspaces: Soil under and adjacent to foundations. Treat adjacent areas including around entrance platform,
<br />porches, and equipment bases. Apply overall treatment only where attached concrete platform and porches are
<br />on fill or ground.
<br />6. Masonry: Treat voids.
<br />7. Penetrations: At expansion joints, control joints, and areas where slabs will be penetrated.
<br />B. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.
<br />C. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground- supported slabs are
<br />installed. Use waterproof barrier according to EPA -Registered Label instructions.
<br />D. Post warning signs in areas of application.
<br />E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other construc-
<br />tion activities following application.
<br />END OF SECTION 02361
<br />SECTION 03300 - CAST -IN -PLACE CONCRETE
<br />PARTI-
<br />1.1 SUMMARY
<br />A. This Section includes cast -in -place concrete, including reinforcement, Concrete materials, mix design, placement pro-
<br />cedures, and finishes.
<br />1.2 SUBMITTALS
<br />A. Product Data: For each manufactured material and product indicated.
<br />B. Design Mixes: For each concrete mix indicated.
<br />C. Shop Drawings: Include details of steel reinforcement placement including material, grade, bar schedules, stirrup
<br />i
<br />spacing, bent bar diagrams, arrangement, and supports.
<br />D. Material test reports.
<br />1.3 QUALITY ASSURANCE
<br />A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with
<br />ASTM C 94 requirements for production facilities and equipment.
<br />B. Comply with ACT 301, "Specification for Structural Concrete," including the following, unless modified by the require-
<br />ments of the Contract Documents.
<br />I . General requirements, including submittals, quality assurance, acceptance of structure, and protection of in -
<br />place concrete.
<br />2. Formwofk and form accessories.
<br />3. Steel reinforcement and supports.
<br />4. Concrete mixtures.
<br />5. Handling, placing, and constructing concrete.
<br />PART 2 - PRODUCTS
<br />2.1 MATERIALS
<br />A. Formwork: Furnish formwork and form accessories according to ACT 301.
<br />B. Steel Reinforcement:
<br />I . Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.
<br />2. Welded Wire Fabric: ASTM A 185, fabricated from as -drawn steel wire into flat sheets.
<br />C. Concrete Materials:
<br />L Portland Cement: ASTM C 150, Type 1.
<br />2. Normal -Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1/4-inch nominal size.
<br />3. Lightweight Aggregate: ASTM C 330.
<br />4. Water: Complying with ASTM C 94.
<br />�
<br />D. Admixtures:
<br />I . Air -Entraining Admixture: ASTM C 260.
<br />2. Water -Reducing Admixture: ASTM C 494, Types A, D, F or G. If "F", see 2.2A.
<br />E. Vapor.Retarder: Polyethylene sheet, ASTM D 4397, not less than I 0 mils thick.
<br />F. Preformed Joint -Filler: ASTM D 1751, asphalt- saturated cellulosic fiber.
<br />I
<br />G. Curing Materials:
<br />I . Evaporation Retarder: Waterborne, rnonomolecular film forming, manufactured for application to fresh con-
<br />crete. 1
<br />2. Moisture -Retaining Cover- ASTM C 17 1, polyethylene film.
<br />3. Water: Potable.
<br />4. Clear, Solvent -Borne, Membrane- Forming Curing Compound: ASTM C 309, Type 1, Class B.
<br />2.2 CONCRETE MIXES
<br />A. Comply with ACT 301 requirements for concrete mixtures.
<br />B. Prepare design inixes, proportioned according toACI 301, for normal -weight concrete determined by either laboratory
<br />trial mix or field test data bases, as follows:
<br />I . Compressive Strength (28 Days).
<br />2. Slump: 4 inches.
<br />PART 3 - EXECUTION
<br />3.1 INSTALLATION, GENERAL
<br />A. Forrnwork: Design, construct, erect, shore, brace, and maintain formwork according to ACT 301.
<br />B. Vapor Retarder: Install, protect, and repair vapor -retarder sheets according to ASTM E 1643; place sheets in position
<br />with lonaest dimension parallel with direction of pour.
<br />L,
<br />I . Lap joints 6 inches and seal with manufacturer's recommended tape,
<br />C. Steel Refflforcement: Comply with CR.SFs "Manual of Standard Practice" for fabricating, placing, and supporting
<br />Zn 0
<br />*
<br />reinforcement.
<br />I . Donot cut or puncture vapor retarder. Repair damage arid reseal vapor retarder before placing concrete.
<br />C�
<br />,
<br />1). Joints: Constructjoints true to line with faces perpendicular to surface plane of concrete.
<br />I , Construction Joints: Locate and install so as not to impair strength or appearance of concrete, at locations, indi-
<br />cated or as approved by Architect.
<br />1). -ormed 'oint filler at 'unctions with slabs -on -grade and vertical surfaces, such as
<br />Isolation Joints: Install pref I J
<br />column pedestals, foundation walls, grade beams, and other locations, to full width and depth of joint, terminat-
<br />ing flush with finished concrete surface, unless otherwise indicated.
<br />3. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas
<br />'
<br />as indicated. Construct contraction Joints for a depth equal to at least one-fourth of the concrete thickness, as
<br />follows:
<br />a. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diarnond-
<br />rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or
<br />otherwise damage surface arid before concrete develops random contraction cracks.
<br />E. Tolerances: Comply with ACT 11 7, "Specifications for Tolerances for Concrete Construction and Materials."
<br />3 2) CONCRETE PLACEMENT
<br />A. Comply with recommendations in ACT 304R for measuring, mixing, transporting, arid placing concrete.
<br />B. Consolidate concrete with mechanical vibrating equipment.
<br />3.3 FINISHING FORMED SURFACES
<br />A. Rough-Forined Finish: As -cast concrete texture imparted by form -facing material with tie holes and defective areas
<br />repaired and patched, arid fins and other projections exceeding 1/4 Inch in height rubbed down or chipped off.
<br />I . Apply to concrete surfaces not exposed to public view.
<br />'
<br />'
<br />B. Smooth -Formed Fin I sh: As -cast concrete texture imparted by form -facing material, arranged in an orderly and sym-
<br />metrical manner with a trunimum of seams. Repair and patch tie holes and defective areas. Completely remove fins
<br />and other projections.
<br />i
<br />I . Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied
<br />directly to concrete, such as waterproofing, dampproofing, veneer plaster, or painting.
<br />2. Apply grout -cleaned finish, defined in ACI 301, to smooth -formed finished concrete.
<br />C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed
<br />surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treat-
<br />ment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated.
<br />3.4 FINISHING UNFORMED SURFACES
<br />A. General: Comply with ACT 302. 1 R for screeding, restraightening, and finishing operations for concrete surfaces. Do
<br />not wet concrete surfaces.
<br />i
<br />B . Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform
<br />and open -textured surface plane before excess moisture or bleedwater appears on the surface,
<br />C. Scratch Finish: Apply scratch finish to surfaces to receive concrete floor topping or mortar setting beds for ceramic or
<br />quarry tile, portland cement terrazzo, and other bonded cementitious floor finish, unless otherwise indicated.
<br />D. Float Finish: Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and to floor and slab surfaces
<br />to be covered with fluid -applied or sheet waterproofing, built-up or membrane roofing, or sand -bed terrazzo.
<br />E. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to
<br />be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin
<br />film -finish coating system.
<br />F. Nonslip Broom Finish: Apply a Donslip broom finish to surfaces indicated and to exterior concrete platforms, steps,
<br />and ramps. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber -bristle broom
<br />perpendicular to main traffic route.
<br />3.5 CONCRETE PROTECTION AND CURING
<br />A. General: Protect freshly placed concrete frorn premature drying and excessive cold or hot temperatures. Comply with
<br />ACI 306.1 for cold -weather protection, and follow recommendations in ACT 305R for hot -weather protection during
<br />curing.
<br />B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions occur before
<br />and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and
<br />bull floating or darbying concrete, but before float finishing,
<br />C. Begin curing after finishing concrete, but not before free water has disappeared from concrete surface.
<br />D. Cure formed and unformed concrete for at least seven days as follows:
<br />i
<br />I . Curing Compound: Apply urnforinly in continuous operation by power spray or roller according to manufac-
<br />turer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application.
<br />Maintain continuity of coating and repair damage during curing period.
<br />3.6 FIELD QUALITY CONTROL
<br />A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to sample materials, per-
<br />form tests, and submit test reports during concrete placement. Tests will be perforined according to ACT 301.
<br />1 . Testing Frequency: One composite sample for each day's pour of each concrete mix exceeding 5 cu. yd., but
<br />less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof.
<br />END OF SECTION 03300
<br />SECTION 04700 - MANUFACTURED MASONRY
<br />Part 1 - General
<br />I .01 Summary
<br />A. Section Includes: Manufactured stone veneer, Manufactured stone trim, and application materials.
<br />B. Related Sections:
<br />I . Division 05, or 06 Section specifying weather resistant barrier over framed walls.
<br />2. Division 07 Section specifying flashing materials.
<br />3. Division 09 Section specifying portland cement plastering.
<br />1.02 References
<br />A. American Concrete Institute (ACT).
<br />B. American Society for Testing and Materials (ASTM):
<br />I . ASTNI C 39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
<br />2. ASTM C 67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile.
<br />3. ASTM C 177, Standard Test Method for Steady -State Heat Flux Measurements and Thermal Transmission
<br />Properties by Means of the Guarded- Hot- Plate Apparatus.
<br />4. ASTM C 192, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory.
<br />5. ASTM C 270, Standard Specification for Mortar for Unit Masonry.
<br />6. ASTM C 482, Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement.
<br />7. ASTM D 226, Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and
<br />Waterproofing.
<br />C. International Code Council (ICC):
<br />I . ES Report.
<br />2. UBC Standard No. 14- 1, Kraft Waterproof Building Paper.
<br />D. Masonry Standards Joint Committee (MSJC) of The Masonry Society.
<br />E. Underwriters Laboratories (UL):
<br />I . Listing in Material Approval Guido.
<br />2. UL 723, Standard for Safety for Surface Burning Characteristics of Building Materials.
<br />1.03 Submittals
<br />A. Reference Section 01 33 00-Submittal Procedures; submit following items:
<br />I . Product Data: Manufactured masonry and application materials including mortar color charts, and weather
<br />resistant barrier.
<br />2. Samples: Panel containing full-size samples of specified manufactured masonry showing full range of colors
<br />and textures complete with specified mortar.
<br />a. Actual size of masonry sample approximately 12 by 12 inches (300 by 300 mm).
<br />3. Quality Assurance/Control Submittals:
<br />a. Qualifications:
<br />I ) Proof of manufacturer qualifications.
<br />2) Proof of installer qualifications.
<br />b. Certificates: ICC-ES Report.
<br />c. Manufacturer's Installation Instructions.
<br />B. Closeout Submittals: Reference Section 01 78 00-Closeout Submittals; submit following items:
<br />, I
<br />I . Maintenance Instructions.
<br />2. Special Warranties.
<br />1.04 Quality Assurance
<br />A. Qualifications:
<br />1. Manufacturer Qualifications:
<br />a. Minimurn five years experience in producing manufactured masonry.
<br />b. Member of following organizations:
<br />1) MSJC.
<br />2) ACT.
<br />3) ASTM.
<br />2. Installer Qualifications: Company with documented experience in installation of manufactured masonry
<br />'
<br />including minimum 5 projects within 400 mile radius of this Project.
<br />B. Certifications:
<br />1. Current ICC-ES Re-ort.
<br />1
<br />1 Florida Product App.-oval Number.
<br />1.05 Delivery, Storage, and Handling
<br />A. Reference Spec Section for Product Storage and Handling Requirements.
<br />B. Follow manufacturer's instructions.
<br />C. Store rnoisture-sensitive materials in weather protected enclosures.
<br />1.06 Project/SITE Conditions
<br />A. Environmental Requirements: Maintain materials and ambient temperature in area of installation at minirnum 40
<br />degrees F (4 degrees, C) prior to, during, arid for 48 hours following installation.
<br />1.07 Warranty I
<br />A. Special Warranty: Provide manufacturer's standard hrmted warranty against defects in manufacturing for a period
<br />of 50 years following date of [Substantial Completion] [Final Acceptance],
<br />1.08 Maintenance
<br />A. Extra Materials: Furnish extra manufactured stone material in a variety of shapes arid sizes in quantity equal to
<br />three percent of the installed stone.
<br />Part 2 - Products
<br />2.01 Manufacturer
<br />A. Owens Corning Tel: (419) 248-8000
<br />One Owens Corning Parkway Fax: (419) 325-3995
<br />Toledo, OH 43659 Website: www.culturedstone.com
<br />B. Substitutions: None permitted.
<br />2.02 Manufactured masonry Materials
<br />A. Cultured Stone" Textures:
<br />I . Single Texture: -Country Ledge Stone, Chardormay (CSV-20006)
<br />B. Architectural Trim:
<br />I . Watertable/Sill-Stone Textured:
<br />a. Color: Buckskin, SWT 1371
<br />b. Size: 2 (front), 2-1/2 (back), by 3 by 18 inches (50 (front), 65 (back) by 75 by 455 mm). Provide
<br />sloped top surface and drip edge.
<br />C. Manufactured Masonry Physical Properties:
<br />I . Compressive Strength: ASTM C 192 and ASTM C39, 1800 psi ( 1 2.4 MPa), 5 specimen average, 1500 psi
<br />(10.3 MPa) minimum for individual unit.
<br />2. Bond Between Stone Unit, Type S Mortar, and Backing: ASTM C 482, 50 psi (345 kPa).
<br />3. Thermal Resistance: ASTM C 177, R-factor, 0.355 per inch (25.4 min) of thickness.
<br />4. Freeze/Thaw: ASTM C 67, no disintegration and less than 3 percent weight loss.
<br />5. Fire Hazard Test, UL 723:
<br />a. Flame spread: 0.
<br />b. Smoke Development: 0.
<br />6. Maximum Veneer Unit Weight: 15 psf (73 kg/ml).
<br />2.03 related materials
<br />A. Weather Resistant Barrier: [Kraft waterproof building paper, UBC Standard No. 14- 1 ] [No. 15, Type 1, asphalt
<br />saturated felt, ASTM D 226].
<br />B. Metal Lath: [2.5 lb (1.4 kg/M2) galvanized expanded metal lath] [ 1 8 (1.3 mm) gauge woven wire mesh] [3.4 lb
<br />(1.8 kg/M2) galvanized expanded rib lath].
<br />C. Fasteners:
<br />I . Into Metal Studs: Minimum 7/16 inch (I 1. I mm) head diameter, corrosion -resistant , self -drilling, self
<br />tapping, pancake head screws of sufficient length to penetrate 3/8 inch (10 mm) minimum into the stud.
<br />D. Mortar: Premixed Type N or mortar mixed using components and proportions following manufactured masonry
<br />manufacturer's installation instructions. Comply with ASTM C 270.
<br />1 . Mortar Color: Iron oxide pigments.
<br />Part 3 - Execution
<br />3.01 Examination
<br />A. Examine substrates upon which manufactured masonry will be installed.
<br />B. Coordinate with responsible entity to correct unsatisfactory conditions.
<br />C. Commencement of work by installer is acceptance of substrate conditions.
<br />3.02 Preparation
<br />A. Protection: Prevent work from occurring on the opposite of walls to which manufactured masonry is applied
<br />during and for 48 hours following installation of the manufactured masonry.
<br />B. Surface Preparation: Follow manufacturer's instructions designated below for the appropriate type of
<br />manufactured masonry and substrate.
<br />3.03 INSTALLATION
<br />A. Install Cultured Stone' products in accordance with manufacturer's Cultured Stone' installation instructions
<br />using grouted joints.
<br />B. Install architectural trim products in accordance with manufacturer's Cultured Stone' installation instructions.
<br />3.04 field quality control
<br />A. Manufacturer's Field Services: Provide 3 periodic site visits, each of approximately one hourduration.
<br />3.05 Cleaning
<br />A. Reference Spec Section for Cleaning and Waste Management.
<br />B. Clean manufactured masonry in accordance with manufacturer's installation instructions.
<br />3.06 Protection
<br />A. Protect finished work from rain during and for 48 hours following installation.
<br />B. Protect finished work from darnage during remainder of construction period.
<br />END OF SECTION 04700
<br />SECTION 04810 - UNIT MASONRY ASSEMBLIES
<br />PARTI-
<br />1.1 SUMMARY
<br />A. This Section includes unit masonry assemblies consisting of the following:
<br />I . Integral color split -face concrete masonry units with integral water repellant.
<br />1.2 SUBMITTALS
<br />A. Product Data: For each masonry unit, accessory, and other manufactured product indicated.
<br />B. Samples: Showing the full range of colors arid textures available for exposed masonry units and colored mortars.
<br />C. Material Test Reports: For each type of masonry unit, mortar, and grout required.
<br />1.3 PROJECT CONDITIONS
<br />A. Cold -Weather Requirements: Do not build on frozen substrates. Remove and replace unit masonry damaged by frost
<br />or by freezing conditions. Comply with cold -weather construction requirements in ACT 530. 1.
<br />B. Hot -Weather Requirements: When ambient temperature exceeds 100 deg F, or 90 deg F with a wind velocity greater
<br />than 8 mph, do not spread mortar beds more than 48 inches ahead of masonry. Set masonry units within one minute
<br />of spreading mortar.
<br />PART 2 - PRODUCTS
<br />2.1 COLORS AND TEXTURES
<br />A. Exposed Masonry Units: As selected from manufacturer's full range.
<br />2.2 MASONRY UNITS
<br />A. Concrete Masonry Units: ASTM C 90.
<br />1 . Unit Compressive Strength: 1900-psi minimum, average net -area compressive strength.
<br />2, Weight Classification: Normal weight.
<br />3. Type: 11, nonmoisture-controlled units.
<br />4. Exposed Faces of Decorative Units: Normal -weight aggregate, split -face finish
<br />'
<br />5. Special Shapes: Provide for lintels, corners, iambs, sash, control joints, headers, bonding, and other special
<br />conditions.
<br />6. Water Repellant Admixture: In addition to other constituants previously exstablished as suiatble for use in con-
<br />crete masonry conforming to ASTM standards, all units shall be manufactured with an integtral water repellant
<br />*
<br />admixture. The integral water repellant admixture shall be certified, by the admixture manufacturer, with the
<br />wall showing no visible water when tested in accordance with ASTM E514-90.
<br />7. Manufacturers: Subject to compliance with requirements, provide concrete masonry units from the following:
<br />a. Demaco.
<br />2.3 MORTAR AND GROUT MATERIALS
<br />A. Portland Cement: ASTM C 150, Type 1, except Type III may be used for cold-weathef construction.
<br />B . Hydrated Lime: ASTM C 207, Type S.
<br />C. Mortar Cement: ASTM C 1329.
<br />1 . Products:
<br />a. Blue Circle Cement; Magnolia Superbond Mortar Cement.
<br />b. Lafarge Corporation; Lafarge Mortar Cement.
<br />D. Masonry Cement: ASTM C 91.
<br />E. Pigmented Mortar: Colored cement or cement -lime formulation as required to produce the color indicated.
<br />I . Colored Masonry Cement:
<br />a. Products:
<br />1) Blue Circle Cement; Magnolia Masonry Cement.
<br />2) Essroc Materials, Inc.; Brixment-in-Color.
<br />3) HoInam, Inc.; Rainbow Mortamix Custom Color Masonry Cement. .
<br />F. Aggregate for Mortar: ASTM C 144; except for Joints less than 1/4 inch thick, use aggregate graded with I 00 percent
<br />passing the No. 16 sieve.
<br />G. Aggregate for Grout: ASTM C 404.
<br />H. Water: Potable.
<br />24
<br />- REINFORCING
<br />A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M; ASTM A 616/A 616M, including Supplement 1; or
<br />ASTM A 617/A 617M, Grade 60.
<br />B. Masonry Joint Reinforcernerlt: ASTM A 95 1; mill galvanized, carbon -steel wire for interior walls and hot -dip galva-
<br />nized, carbon -steel wire for exterior walls.
<br />I . Single-Wythe Masonry: Use either ladder or truss type with single pair of side rods arid cross rods spaced not
<br />more than 16 inches o.c.
<br />C. Adjustable Anchors for Connecting to Steel Frame: Two-piece assemblies that allow vertical or horizontal adjustment
<br />but resist tension arid compression forces perpendicular to wall.
<br />I . Anchor Section: Crimped 1/4-inch diameter, galvanize,d steel wire anchor section for welding to steel.
<br />I
<br />1), � Tie Section: Tri angular-sh aped wire tie, sized to extend within I inch of masonry face, made from 0. 1875-inch-
<br />diameter, galvanized steel wire.
<br />D. Anchors for Connecting to Concrete: Provide two-piece assemblies that allow vertical or horizontal adjustment but
<br />' '
<br />resist tension and compression forces perpendicular to wall.
<br />I . Anchor Section: Dovetail anchor section formed frorn 0.0528-inch- thick, galvanized steel sheet.
<br />1). I -shaped wire tie, sized to extend within I inch of masonry face, made from 0. 1875-incli-
<br />Tie Section: Triangular
<br />diameter. ,-1,11vanized steel wire.
<br />2.5 MISCELLANEOUS MASONRY ACCESSORIES
<br />A. Compressible Filler: Premolded fillerstrips complying with ASTM D l 056, Grade 2A 1; cornpressible Lit) to 35 per-
<br />cent; formulated from neoprene. �
<br />B. Preformed Control -Joint Gaskets: Designed to fit standard sash block and to rnaintain lateral stability it) masonry wall.
<br />Made from styrene-bUladiene-rubber compound complying with ASTM D 2000, Designation M2AA-805.
<br />b
<br />C. Bond -Breaker Strips: Asphalt -saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt
<br />felt).
<br />2.6 MASONRY CLEANERS
<br />A. Job -Mixed Detergent Solution: Solution of 1/2-cup dry measure tetrasodium polyphosphate arid 1/2-cup dry measure
<br />laundry detergent dissolved in I gal. of water.
<br />PART 3 - EXECUTION
<br />3.1 INSTALLATION, GENERAL
<br />A. Cut masonry units with motor -driven saws. Allow units cut with water-cooled saws to dry before placing, unless wet-
<br />ting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.
<br />B. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures.
<br />C. Comply with tolerances in ACI 530.1/ASCE 6/TMS 602 and the following:
<br />I . For conspicuous vertical and horizontal lines, such as external corners, doorjarribs, reveals, and expansion and
<br />control Joints, do not vary from plumb by more than 1/4 inch in 20 feet, nor 1/2 inch maximum.
<br />3.2 LAYING MASONRY WALLS
<br />A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate
<br />location of openings, rnovement-type joints, returns, and offsets. Avoid using les s-than-half- size units, particularly at
<br />corners, jambs, and, where possible, at other locations.
<br />B. Bond Pattern for Exposed Masonry: Lay exposed masonry in bond pattern indicated; do not use units with less than
<br />*
<br />nominal 4-inch horizontal face dimensions at corners or iambs.
<br />C. Fill cores in hollow concrete rnasonry units with grout 24 inches under bearing plates, beams, lintels, posts, and similar
<br />items, unless otherwise indicated.
<br />3.3 MORTAR BEDDING AND JOINTING
<br />A. Lay hollow masonry units as follows:
<br />I . With full mortar coverage on horizontal and vertical face shells.
<br />2. Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where
<br />adjacent to cells or cavities to be filled with grout.
<br />3. For starting course on footings where cells are not grouted, spread out full mortar bed, including areas under
<br />cells.
<br />*
<br />B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than the joint thickness, unless oth-
<br />erwise indicated.
<br />3.4 MASONRY JOINT REINFORCEMENT
<br />A. Provide continuous masonry joint reinforcement as indicated. Install with a minimum cover of 5/8 inch on exterior
<br />side of walls, 1/2 inch elsewhere. Lap reinforcement a mimmurn of 6 inches,
<br />B. Provide continuity at corners and wall intersections by using pref,qbricated "L" and "T" sections.
<br />3.5 ANCHORING MASONRY
<br />A. Anchor masonry to structural members where masonry abuts or faces structural members to comply with the follow-
<br />ing:
<br />I . Provide an open space not less than I inch in width between masonry and structural member, unless otherwise
<br />indicated.
<br />2. Anchor masonry to structural members with flexible anchors embedded in masonry joint,s and attached to struc-
<br />ture.
<br />3.6 LINTELS
<br />A. Provide masonry lintels where shown. Provide precast lintels made from concrete matching concrete masonry units
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<br />PUBLIX CANOPY PACKAGE
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