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010203040506070809101112131415161718192021222324252627282930313233343536

SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM

908 BROADWAY 6TH FLOORKANSAS CITY MO 64105

816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER

All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.

c 2010 Rees Masilionis Turley Architecture, LLC

APRIL 27, 2010

2009354

4740 GRAND AVESUITE 300KANSAS CITY, MO 64112

WAGSTAFF & CARTMELL2ND FLOOR EXPANSION &NEW CONNECTING STAIR

I, Matthew Masilionis, Missouri registered ArchitectNo. A6005 have prepared the drawings and assumeresponsibility for the sheets numbered with an "A" prefixfor the project named above.

Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.

The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.

The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.

PROJECT NUMBER

SPECIFICATIONS

E.COATS

S.TURLEY

A01

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

1.1 PROJECT MANAGEMENT AND COORDINATIONA. Coordinate construction operations included in different Sections

of the Specifications to ensure efficient and orderly installation ofeach part of the Work.

B. Requests for Information (RFIs): On discovery of the need for additional information or interpretation of the Contract Documents,Contractor shall prepare and submit an RFI. Use AIA DocumentG716-2004.

C. Schedule and conduct progress meetings at Project site at regularintervals. Notify Owner and Architect of meeting dates and times.Require attendance of each subcontractor or other entity concerned with current progress or involved in planning, coordination, or performance of future activities.1. Record minutes and distribute to everyone concerned, including

Owner and Architect.1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.1. No extension of the Contract Time will be authorized

because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

2. Submit three copies of each action submittal. Architect will return two copies.

3. Submit two copies of each informational submittal. Architect will not return copies.

4. Architect will discard submittals received from sources otherthan Contractor.

B. Place a permanent label or title block on each submittal for identification. Provide a space approximately 6 by 8 inches (150 by200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect. Include the following information on the label:1. Project name.2. Date.3. Name and address of Contractor.4. Name and address of subcontractor or supplier.5. Number and title of appropriate Specification Section.

C. Identify deviations from the Contract Documents on submittals.D. Contractor's Construction Schedule Submittal Procedure: Submit

two copies of schedule within 10 days after date established for Commencement of the Work.

1.3 ACTION SUBMITTALSA. Product Data: Mark each copy to show applicable products and

options. Include the following:1. Manufacturer's written recommendations, product

specifications, and installation instructions.2. Wiring diagrams showing factory-installed wiring.3. Printed performance curves and operational range diagrams.4. Testing by recognized testing agency.5. Compliance with specified standards and requirements.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductionsof the Contract Documents or standard printed data. Submit on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no largerthan 30 by 42 inches (762 by 1067 mm). Include the following:1. Dimensions and identification of products.2. Fabrication and installation drawings and roughing-in and

setting diagrams.3. Wiring diagrams showing field-installed wiring.4. Notation of coordination requirements.5. Notation of dimensions established by field measurement.

C. Samples: Submit Samples for review of kind, color, pattern, andtexture and for a comparison of these characteristics between submittal and actual component as delivered and installed. Include name of manufacturer and product name on label.1. If variation is inherent in material or product, submit at least

three sets of paired units that show variations.1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: Include lists of completed projects with projectnames and addresses, names and addresses of architects and owners, and other information specified.

B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

SECTION 014000 - QUALITY REQUIREMENTS

1.1 SECTION REQUIREMENTSA. Testing and inspecting services are required to verify compliance

with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.1. Testing and inspecting services shall be performed by

independent testing agencies.B. Referenced Standards: If compliance with two or more standards

is specified and the standards establish different or conflicting requirements, comply with the most stringent requirement. Referuncertainties to Architect for a decision.

C. Minimum Quantity or Quality Levels: The quantity or quality levelshown or specified shall be the minimum. The actual installationmay exceed the minimum within reasonable limits. Indicated numeric values are minimum or maximum, as appropriate, for thecontext of requirements. Refer uncertainties to Architect for a decision.

D. Test and Inspection Reports: Prepare and submit certified writtenreports specified in other Sections. Include the following:1. Date of issue.2. Project title and number.3. Name, address, and telephone number of testing agency.4. Dates and locations of samples and tests or inspections.5. Record of temperature and weather conditions at time of

sample taking and testing and inspecting.6. Names of individuals making tests and inspections.7. Description of the Work and test and inspection method.8. Complete test or inspection data, test and inspection results, an

interpretation of test results, and comments or professional opinion on whether tested or inspected Work complies with theContract Document requirements.

9. Name and signature of laboratory inspector.10. Recommendations on retesting and reinspecting.

E. Permits, Licenses, and Certificates: For Owner's records, submitcopies of permits, licenses, certifications, inspection reports, notices, receipts for fee payments, and similar documents, established for compliance with standards and regulations bearingon performance of the Work.

F. Testing Agency Qualifications: An independent agency with the experience and capability to conduct testing and inspecting indicated; and where required by authorities having jurisdiction, that is acceptable to authorities.

G. Retesting/Reinspecting: Regardless of whether original tests orinspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, forconstruction that replaced Work that failed to comply with the Contract Documents.

H. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnelto perform required tests and inspections.1. Promptly notify Architect and Contractor of irregularities or

deficiencies in the Work observed during performance of its services.

2. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work.

3. Do not perform any duties of Contractor.I. Associated Services: Cooperate with testing agencies and provide

reasonable auxiliary services as requested. Provide the following:1. Access to the Work.2. Incidental labor and facilities necessary to facilitate tests and

inspections.3. Adequate quantities of representative samples of materials

that require testing and inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.5. Security and protection for samples and for testing and

inspecting equipment.J. Coordination: Coordinate sequence of activities to accommodate

required quality-assurance and -control services with a minimumof delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.1. Schedule times for tests, inspections, obtaining samples, and

similar activities.

SECTION 014200 - REFERENCES

1.1 GENERAL REQUIREMENTSA. Publication Dates: Comply with standards in effect as of date of

the Contract Documents unless otherwise indicated.B. Abbreviations and Acronyms:

1. Industry Organizations: Where abbreviations and acronyms areused in Specifications or other Contract Documents, they shallmean the recognized name of entities indicated in Thomson Gale's “Encyclopedia of Associations” or in Columbia Books' “National Trade & Professional Associations of the U.S.”

2. Code Agencies: Where abbreviations and acronyms are used inSpecifications or other Contract Documents, they shall meanthe recognized name of the entities in the following list:APMO International Association of Plumbing and

Mechanical OfficialsICC International Code CouncilICC-ES ICC Evaluation Service, Inc.UBC Uniform Building Code

3. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list:CE Army Corps of EngineersCPSC Consumer Product Safety CommissionDOC Department of CommerceDOD Department of DefenseDOE Department of EnergyEPA Environmental Protection AgencyFAA Federal Aviation AdministrationFCC Federal Communications CommissionFDA Food and Drug AdministrationGSA General Services AdministrationHUD Department of Housing and Urban DevelopmentLBL Lawrence Berkeley National LaboratoryNCHRP National Cooperative Highway Research ProgramNIST National Institute of Standards and TechnologyOSHA Occupational Safety & Health AdministrationPBS Public Buildings ServicePHS Office of Public Health and ScienceRUS Rural Utilities ServiceSD State DepartmentTRB Transportation Research BoardUSDA Department of AgricultureUSPS Postal Service

4. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list:

ADAAG Americans with Disabilities Act (ADA)Architectural Barriers Act (ABA)Accessibility Guidelines for Buildings and FacilitiesAvailable from U.S. Access Board

UFAS Uniform Federal Accessibility StandardsAvailable from Access Board

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SECTION REQUIREMENTSA. Use Charges: Installation and removal of and use charges for

temporary facilities shall be included in the Contract Sum unlessotherwise indicated.

B. Water and Electric Power: Available from Owner's existing system without metering and without payment of use charges, unless otherwise indicated on Drawings. Provide connections andextensions of services as required for construction operations.

C. Electric Service: Comply with NECA, NEMA, and UL standards andregulations for temporary electric service. Install service to comply with NFPA 70.

D. Accessible Temporary Egress: Comply with applicable provisionsin ICC/ANSI A117.1.

1.2 TEMPORARY FACILITIESA. Provide field offices, storage and fabrication sheds, and other

support facilities as necessary for construction operations. Storecombustible materials apart from building.

1.3 EQUIPMENTA. Fire Extinguishers: Portable, UL rated; with class and

extinguishing agent as required by locations and classes of fire exposures.

B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gasor fuel-oil heaters with individual space thermostatic control.1. Use of gasoline-burning space heaters, open-flame heaters,

or salamander-type heating units is prohibited.2. Heating Units: Listed and labeled for type of fuel being

consumed, by a testing agency acceptable to authorities havingjurisdiction, and marked for intended use.

3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of 8 at each return-air grille in system and remove at end of construction.

1.4 TEMPORARY UTILITY INSTALLATIONA. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Sanitary Facilities: Use of Owner's existing toilet facilities will bepermitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restorethese facilities to condition existing before initial use.

C. Heating and Cooling: Provide temporary heating and cooling required for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements beinginstalled.

D. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations and inspections.

1.5 SUPPORT FACILITIES INSTALLATIONA. Install project identification and other signs in locations approved

by Owner to inform the public and persons seeking entrance to Project.

B. Waste Disposal Facilities: Provide waste-collection containers insizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.

SECTION 016000 - PRODUCT REQUIREMENTS

1.1 SECTION REQUIREMENTSA. The term "product" includes the terms "material," "equipment,"

"system," and terms of similar intent.B. Comparable Product Requests:

1. Submit request for consideration of each comparable product.Do not submit unapproved products on Shop Drawings or othersubmittals.

2. Identify product to be replaced and show compliance with requirements for comparable product requests. Include a detailed comparison of significant qualities of proposed substitution with those of the Work specified.

3. Architect will review the proposed product and notify Contractor of its acceptance or rejection.

C. Basis-of-Design Product Specification Submittal: Show compliance with requirements.

D. Compatibility of Options: If Contractor is given option of selectingbetween two or more products, select product compatible with products previously selected.

E. Deliver, store, and handle products using means and methods thatwill prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.1. Schedule delivery to minimize long-term storage at Project

site and to prevent overcrowding of construction spaces.2. Deliver products to Project site in manufacturer's original

sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, andinstalling.

3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.

4. Store materials in a manner that will not endanger Project structure.

5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

F. Warranties specified in other Sections shall be in addition to, andrun concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations underrequirements of the Contract Documents.

1.2 PRODUCT SELECTION PROCEDURESA. Provide products that comply with the Contract Documents, are

undamaged, and are new at the time of installation.1. Provide products complete with accessories, trim, finish,

and other devices and components needed for a completeinstallation and the intended use and effect.

2. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Product Selection Procedures:1. Where Specifications name a single manufacturer and

product, provide the named product that complies with requirements.

2. Where Specifications name a single manufacturer or source,provide a product by the named manufacturer or source that complies with requirements.

3. Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements for "comparable product requests" for consideration of an unnamed product.

4. Where Specifications include a list of manufacturers' names,provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered.

5. Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply withrequirements for "comparable product requests" for consideration of an unnamed manufacturer's product.

6. Where Specifications name a single product, or refer to a product indicated on Drawings, provide the named product. Comply with provisions for "comparable product requests" for consideration of an unnamed product by another manufacturer.

C. Where Specifications require "match Architect's sample," providea product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether aproposed product matches.

D. Unless otherwise indicated, Architect will select color, gloss, pattern, density, or texture from manufacturer's product line thatincludes both standard and premium items.

SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS

1.1 CLOSEOUT SUBMITTALSA. Record Drawings: Maintain a set of prints of the Contract

Drawings as record Drawings. Mark to show actual installation where installation varies from that shown originally.1. Identify and date each record Drawing; include the designation

"PROJECT RECORD DRAWING" in a prominent location.B. Operation and Maintenance Data: Submit one copy of manual.

Organize data into three-ring binders with identification on frontand spine of each binder, and envelopes for folded drawings. Include the following:1. Manufacturer's operation and maintenance documentation.2. Maintenance and service schedules.3. Maintenance service contracts.4. Emergency instructions.5. Spare parts list.6. Wiring diagrams.7. Copies of warranties.

1.2 CLOSEOUT PROCEDURESA. Substantial Completion: Before requesting Substantial Completion

inspection, complete the following:1. Prepare a list of items to be completed and corrected (punch

list), the value of items on the list, and reasons why the Work isnot complete.

2. Advise Owner of pending insurance changeover requirements.3. Submit specific warranties, maintenance service agreements,

and similar documents.4. Obtain and submit releases permitting Owner unrestricted use

of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Submit record Drawings, operation and maintenance manuals, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items.7. Make final changeover of permanent locks and deliver keys to

Owner.8. Complete startup testing of systems.9. Remove temporary facilities and controls.10. Submit changeover information related to Owner's occupancy,

use, operation, and maintenance.11. Complete final cleaning requirements, including touchup

painting.12. Touch up and otherwise repair and restore marred exposed

finishes to eliminate visual defects.B. Submit a written request for inspection for Substantial Completion.

On receipt of request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspectionor will advise Contractor of items that must be completed or corrected before certificate will be issued.

C. Request inspection for Final Completion, once the following are complete:1. Submit a copy of Substantial Completion inspection list stating

that each item has been completed or otherwise resolved foracceptance.

2. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

D. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

E. Submit a written request for final inspection for acceptance. Onreceipt of request, Architect will proceed with inspection or adviseContractor of unfulfilled requirements. Architect will prepare finalCertificate for Payment after inspection or will advise Contractor ofitems that must be completed or corrected before certificate willbe issued.

1.3 EXAMINATION AND PREPARATIONA. Before proceeding with each component of the Work, examine

substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance.1. Verify compatibility with and suitability of substrates.2. Examine roughing-in for mechanical and electrical systems.3. Examine walls, floors, and roofs for suitable conditions.

B. Proceed with installation only after unsatisfactory conditions havebeen corrected.

C. Take field measurements as required to fit the Work properly. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication.

D. Verify space requirements and dimensions of items shown diagrammatically on Drawings.

1.4 INSTALLATIONA. Locate the Work and components of the Work accurately, in

correct alignment and elevation, as indicated. Make vertical workplumb and make horizontal work level.1. Make joints of uniform width. Where joint locations in exposed

work are not indicated, arrange joints for the best visual effect.Fit exposed connections to form hairline joints.

2. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

3. Maintain minimum headroom clearance of 96 inches (2440 mm)in occupied spaces and 90 inches (2300 mm) in unoccupied spaces.

B. Comply with manufacturer's written instructions and recommendations.

C. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

D. Use products, cleaners, and installation materials that are not considered hazardous.

E. Provide blocking and attachment plates and anchors and fastenersof adequate size and number to securely anchor each componentin place. Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed.

1.5 CUTTING AND PATCHINGA. Provide temporary support of work to be cut. Do not cut structural

members or operational elements without prior written approval ofArchitect.

B. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas.

C. Patch with durable seams that are as invisible as possible. Providematerials and comply with installation requirements specified inother Sections.1. Restore exposed finishes of patched areas and extend finish

restoration into adjoining construction in a manner that will minimize evidence of patching and refinishing.

2. Where patching occurs in a painted surface, prepare substrateand apply primer and intermediate paint coats appropriate forsubstrate over the patch, and apply final paint coat over entireunbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

SECTION 011000 - SUMMARY

1.1 PROJECT INFORMATIONA. Project: <Insert Project identifier such as Project name and

number>.1. Project Location: <Insert Project location (street address, city,

and state)>.B. Owner: <Insert name and contact information for Owner>.C. Architect: Rees Masilionis Turley Architecture, LLC.D. Contractor: <Insert name and contact information for Contractor>.E. The Work consists of typical interior office construction / remodel.F. Work Under Separate Contracts:

1. As indicated on Drawings.G. Owner-Furnished Items: The following products will be

furnished by Owner and shall be installed by Contractor as part of the Work:1. As indicated on Drawings.

1.2 WORK RESTRICTIONSA. Contractor's Use of Premises: During construction,

Contractor will have full use of area indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Projectand as indicated on Drawings.1. Owner will occupy premises during construction. Perform

construction only during normal working hours 8 AM to 5 PMMonday thru Friday, other than holidays), unless otherwise agreed to in advance by Owner. Clean up work areas and return to usable condition at the end of each work period.

2. Driveways, Walkways, and Entrances: Keep driveways, parking garages, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areasfor parking or storage of materials.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, oroutdoor-air intakes.

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS (continued)

1.5 DELEGATED DESIGN SERVICESA. Performance and Design Criteria: Where professional design

services or certifications by a design professional are specificallyrequired of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.1. If criteria indicated are not sufficient to perform services or

certification required, submit a written request for additionalinformation to Architect.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copiesof a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned toContractor to be designed or certified by a design professional.1. Indicate that products and systems comply with

performance and design criteria in the Contract Documents.Include list of codes, loads, and other factors used in performing these services.

1.6 CONTRACTOR'S CONSTRUCTION SCHEDULEA. Gantt-Chart Schedule: Submit a comprehensive, fully developed,

horizontal Gantt-chart-type schedule within 15 days of date established for the Notice to Proceed.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuousvertical line.

1.7 SUBMITTAL REVIEWA. Review each submittal and check for coordination with other Work

of the Contract and for compliance with the Contract Documents.Note corrections and field dimensions. Mark with approval stampbefore submitting to Architect.

B. Architect will review each action submittal, make marks to indicatecorrections or modifications required, will stamp each submittalwith an action stamp and will mark stamp appropriately to indicateaction.

C. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

1.8 CONTRACTOR'S CONSTRUCTION SCHEDULEA. Updating: At regular intervals, update schedule to reflect actual

construction progress and activities. Issue schedule two days before each regularly scheduled progress meeting.1. As the Work progresses, indicate Actual Completion

percentage for each activity.B. Distribute copies of approved schedule to Owner, Architect,

subcontractors, testing and inspecting agencies, and parties identified by Contractor with a need-to-know schedule responsibility. When revisions are made, distribute updated schedules to the same parties.

SECTION 014000 - QUALITY REQUIREMENTS (continued)

K. Special Tests and Inspections: Engage a qualified special inspector to conduct special tests and inspections required by authorities having jurisdiction.

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS (continued)

C. Use of Owner's existing elevators will be permitted, provided elevators are cleaned and maintained in a condition acceptable toOwner. Provide protective coverings, barriers, devices, signs, orother procedures to protect elevator car and entrance doors andframe. At Substantial Completion, restore elevators to conditionexisting before initial use, including replacing worn cables, guideshoes, and similar items of limited life.

1.6 SECURITY AND PROTECTION FACILITIES INSTALLATIONA. Provide protection, operate temporary facilities, and conduct

construction as required to comply with environmental regulationsand that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities.

C. Provide floor-to-ceiling dustproof partitions to limit dust and dirtmigration and to separate areas occupied by Owner and tenantsfrom fumes and noise.

D. Install and maintain temporary fire-protection facilities. Complywith NFPA 241.

1.7 OPERATION, TERMINATION, AND REMOVALA. Supervision: Enforce strict discipline in use of temporary facilities.

To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

B. Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion.

SPECIFICATIONS

M. MASILIONIS

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010203040506070809101112131415161718192021222324252627282930313233343536

SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

SPECIFICATIONS

E.COATS

S.TURLEY

A02

SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS(continued)

1.6 CLEANINGA. Clean Project site and work areas daily, including common areas.

Dispose of materials lawfully.1. Remove liquid spills promptly.2. Where dust would impair proper execution of the Work,

broom-clean or vacuum the entire work area, as appropriate.3. Remove debris from concealed spaces before enclosing the

space.B. Complete the following cleaning operations before requesting

inspection for certification of Substantial Completion:1. Remove labels that are not permanent.2. Clean transparent materials, including mirrors. Remove

excess glazing compounds. Replace chipped or broken glass.3. Clean exposed finishes to a dust-free condition, free of stains,

films, and foreign substances. Sweep concrete floors broomclean.

4. Vacuum carpeted surfaces and wax resilient flooring.5. Wipe surfaces of mechanical and electrical equipment. Remove

excess lubrication. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors.

6. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface.

1.7 DEMONSTRATION AND TRAININGA. Engage qualified instructors to instruct Owner's personnel to

adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Include a detailed review of thefollowing:1. Include instruction for basis of system design and operational

requirements, review of documentation, emergency procedures, operations, adjustments, troubleshooting, maintenance, and repairs.

SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION

1.1 SECTION REQUIREMENTSA. Items indicated to be removed and salvaged remain Owner's

property. Carefully detach from existing construction, in a mannerto prevent damage, and deliver to Owner ready for reuse. Includefasteners or brackets needed for reattachment elsewhere.

B. Comply with EPA regulations and hauling and disposal regulationsof authorities having jurisdiction. Comply with ANSI A10.6 and NFPA 241.

C. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

D. It is not expected that hazardous materials will be encountered inthe Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

1.2 DEFINITIONSA. Remove: Detach items from existing construction and legally

dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction anddeliver them to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction,prepare them for reuse, and reinstall them where indicated.

D. Existing to Remain: Existing items of construction that are not tobe removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 DEMOLITIONA. Requirements for Building Reuse:

1. Maintain existing building structure (including structural floorand roof decking) and envelope (exterior skin and framing, excluding window assemblies and nonstructural roofing material) not indicated to be demolished; do not demolish suchexisting construction beyond indicated limits.

2. Maintain existing interior nonstructural elements (interior walls, doors, floor coverings, and ceiling systems) not indicatedto be demolished; do not demolish such existing constructionbeyond indicated limits.

B. Maintain services/systems indicated to remain and protect themagainst damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systemsthat bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

C. Locate, identify, shut off, disconnect, and seal or cap off indicatedutility services and mechanical/electrical systems serving areas tobe selectively demolished.

D. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

E. Provide and maintain shoring, bracing, and structural supports asrequired to preserve stability and prevent movement, settlement,or collapse of construction and finishes to remain, and to preventunexpected or uncontrolled movement or collapse of constructionbeing demolished.

F. Provide temporary weather protection as required to prevent water leakage and damage to structure and interior areas.

G. Protect walls, ceilings, floors, and other existing finish work thatare to remain. Erect and maintain dustproof partitions. Cover andprotect furniture, furnishings, and equipment that have not beenremoved.

H. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damageconstruction to remain or adjoining construction.

I. Promptly remove demolition waste materials from Project site andlegally dispose of them. Do not burn demolished materials.

J. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas tocondition existing before demolition operations began.

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

1.1 SECTION REQUIREMENTSA. Submittals: ICC-ES evaluation reports for treated wood.

1.2 WOOD PRODUCTS, GENERALA. Lumber: Provide dressed lumber, S4S, marked with grade stamp

of inspection agency.1.3 TREATED MATERIALS

A. Preservative-Treated Materials: AWPA C2.1. Use treatment containing no arsenic or chromium.2. Kiln-dry lumber after treatment to a maximum moisture

content of 19 percent.3. Mark lumber with treatment quality mark of an inspection

agency approved by the ALSC Board of Review.B. Provide preservative-treated materials for items indicated on

Drawings, and the following:1. Wood members in connection with roofing, flashing, vapor

barriers, and waterproofing.2. Concealed members in contact with masonry or concrete.3. Wood framing members that are less than 18 inches (460 mm)

above the ground.C. Fire-Retardant-Treated Materials: Comply with performance

requirements in AWPA C20.1. Use Interior Type A, High Temperature (HT) where indicated.2. Use Interior Type A unless otherwise indicated.3. Identify with appropriate classification marking of a testing and

inspecting agency acceptable to authorities having jurisdiction.D. Provide fire-retardant treated materials for all miscellaneous

rough carpentry, unless otherwise indicated on Drawings.1.4 LUMBER

A. Dimension Lumber:1. Maximum Moisture Content: 15 percent.2. Miscellaneous Framing: Construction or No. 2: Hem-fir

(north): NLGA; Southern pine: SPIB; Douglas fir-larch: WCLIB,or WWPA; Spruce-pine-fir: NLGA; Douglas fir south: WWPA;Hem-fir: WCLIB, or WWPA; Douglas fir-larch (north): NLGA; orSpruce-pine-fir (south): NeLMA, WCLIB, or WWPA.

B. Miscellaneous Lumber: Construction, or No. 2 grade with 15 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members.

1.5 PLYWOOD BACKING PANELSA. Telephone and Electrical Equipment Backing Panels: Plywood,

fire-retardant treated, not less than 3/4-inch (19-mm) nominal thickness.

1.6 FASTENERSA. Fasteners: Size and type indicated. Where rough carpentry is

exposed to weather, in ground contact, or in area of high relativehumidity, provide fasteners with hot-dip zinc coating complyingwith ASTM A 153/A 153M.1. Power-Driven Fasteners: CABO NER-272.

1.7 INSTALLATIONA. Set miscellaneous rough carpentry to required levels and lines,

with members plumb, true to line, cut, and fitted. Locate nailers,blocking, and similar supports to comply with requirements for attaching other construction.

B. Securely attach miscellaneous rough carpentry to substrates, complying with the following:1. CABO NER-272 for power-driven fasteners.2. Table 2304.9.1, "Fastening Schedule," in the IBC.

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK

1.1 SECTION REQUIREMENTSA. Submittals: Product Data for solid-surfacing materials, Shop

Drawings and Samples showing the full range of colors, textures,and patterns available for each type of finish.

B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality Standards."

C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is completed, and HVAC systemis operating.

1.2 MATERIALSA. Hardboard: AHA A135.4.B. Medium-Density Fiberboard: ANSI A208.2, Grade 130.C. Particleboard: ANSI A208.1, Grade M-2.D. Softwood Plywood: DOC PS 1.E. Hardwood Plywood and Face Veneers: HPVA HP-1.F. Thermoset Decorative Panels: Comply with LMA SAT - 1.G. High-Pressure Decorative Laminate: NEMA LD 3.

1. Products:a. As indicated on Drawings.

H. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISSFA-2.1. Products:

a. As indicated on Drawings.1.3 CABINET HARDWARE AND ACCESSORY MATERIALS

A. Butt Hinges: 2-3/4-inch (70-mm), 5-knuckle steel hinges made from 0.095-inch- (2.4-mm-) thick metal, and as follows:1. Semiconcealed Hinges for Flush Doors: BHMA A156.9, B01361.2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9,

B01521.B. Frameless Concealed Hinges (European Type): BHMA A156.9,

B01602, 100 degrees of opening.C. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long,

5/16 inch (8 mm) in diameter.D. Catches: Magnetic catches, BHMA A156.9, B03141.E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071;

with shelf rests, B04081.F. Drawer Slides: BHMA A156.9, B05091.

1. Box Drawer Slides: Grade 1HD-100.2. File Drawer Slides: Grade 1HD-200.3. Pencil Drawer Slides: Grade 1.4. Keyboard Slides: Grade 1HD-100.5. Trash Bin Slides: Grade 1HD-200.

G. Drawer Locks: BHMA A156.11, E07041.H. Grommets for Cable Passage through Countertops: 2-inch

(51-mm) OD, molded-plastic grommets and matching plastic capswith slot for wire passage.

I. Exposed Hardware Finishes: Comply with BHMA A156.18 for BHMA code number indicated.1. Finish: As indicated on Drawings.

J. Furring, Blocking, Shims, and Hanging Strips: Fire-retardant-treated lumber, kiln dried to 15 percent moisturecontent.

SECTION 078413 - PENETRATION FIRESTOPPING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Installer certificates signed by

Installer certifying that products have been installed in compliancewith requirements.

1.2 PENETRATION FIRESTOPPINGA. Provide penetration firestopping materials that are compatible

with one another, substrates, and penetrating items if any.B. Penetrations in Fire-Resistance-Rated Walls and Horizontal

Assemblies: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg (2.49 Pa).1. F-Rating at Fire-Resistance-Rated Walls: Not less than that of

construction penetrated.2. F-Rating at Horizontal Assemblies: At least 1 hour, but not less

than that of construction penetrated.3. T-Rating at Horizontal Assemblies: At least 1 hour, but not less

than the fire-resistance rating of construction penetrated except for penetrations within the cavity of a wall.

C. Penetrations in Smoke Barriers: Provide penetration firestoppingwith ratings determined per UL 1479.1. L-Rating: Not exceeding 5.0 cfm/sq. ft. (0.025 cu. m/s per sq.

m) of penetration opening at 0.30-inch wg (74.7 Pa) at both ambient and elevated temperatures.

D. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-developed indexes of less than 25 and450, respectively, as determined per ASTM E 84.

E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and tomaintain ratings required. Use only those components specifiedby penetration firestopping manufacturer and approved by qualified testing and inspecting agency.

1.3 INSTALLATIONA. General: Install penetration firestopping to comply with

manufacturer's written installation instructions and published drawings for products and applications indicated.

B. Identify penetration firestopping with preprinted metal or plasticlabels. Attach labels permanently to surfaces adjacent to and within 6 inches (150 mm) of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. Include the following information on labels:1. The words "Warning - Penetration Firestopping - Do Not

Disturb. Notify Building Management of Any Damage."2. Designation of applicable testing and inspecting agency.3. Manufacturer's name.4. Installer's name.

SECTION 079200 - JOINT SEALANTS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and color Samples.B. Environmental Limitations: Do not proceed with installation of

joint sealants when ambient and substrate temperature conditionsare outside limits permitted by joint-sealant manufacturer or arebelow 40 deg F (4.4 deg C).

1.2 JOINT SEALANTSA. Compatibility: Provide joint sealants, joint fillers, and other related

materials that are compatible with one another and with joint substrates under service and application conditions.

B. Sealant for Use in Interior Joints in Ceramic Tile and Other HardSurfaces in Kitchens and Toilet Rooms and Around Plumbing Fixtures:1. Single-component, mildew-resistant silicone sealant, ASTM C

920, Type S; Grade NS; Class 25; for Use NT; formulated withfungicide.

C. Sealant for Interior Use at Perimeters of Door and Window Frames:1. Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP,

Grade NF.D. Acoustical Sealant:

1. Nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 that effectively reduces airborne sound transmission as demonstrated by testing according toASTM E 90.

1.3 MISCELLANEOUS MATERIALSA. Provide sealant backings of material that are nonstaining; are

compatible with joint substrates, sealants, primers, and other jointfillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, of size and density tocontrol sealant depth and otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.

D. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

1.4 INSTALLATIONA. Comply with ASTM C 1193.B. Install sealant backings to support sealants during application and

to produce cross-sectional shapes and depths of installed sealantsthat allow optimum sealant movement capability.

C. Install bond-breaker tape behind sealants where sealant backingsare not used between sealants and backs of joints.

D. Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal perimeters, control joints, openings,and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions. Comply withASTM C 919.

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK (continued)

1.4 INTERIOR WOODWORKA. Complete fabrication to maximum extent possible before shipment

to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

B. Backout or groove backs of flat trim members and kerf backs ofother wide, flat members, except for members with ends exposedin finished work.

C. Interior Standing and Running Trim for Transparent Finish: Premium grade, made from species as indicated on Drawings.

D. Interior Standing and Running Trim for Opaque Finish: Premiumgrade, made from any closed-grain hardwood.

E. Flush Wood Paneling for Transparent Finish: Premium grade.1. Wood Species: As indicated on Drawings.2. Matching of Adjacent Veneer Leaves: Book match, unless

otherwise indicated on Drawings.3. Veneer Matching within Panel Face: Center-balance match,

unless otherwise indicated on Drawings.4. Panel Matching: Match panels within each area by using

sequence-matched, uniform size-sets, unless otherwise indicated on Drawings.

F. Interior Ornamental Work for Transparent Finish: Premium grade,made from species as indicated on Drawings.

G. Interior Ornamental Work for Opaque Finish: Premium grade, made from any closed-grain hardwood.

H. Wood Cabinets for Transparent Finish: Premium grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on drawings.2. Wood Species and Cut for Exposed Surfaces: As indicated on

Drawings.3. Grain Direction: As indicated on Drawings.4. Matching of Veneer Leaves: Book match, unless otherwise

indicated on Drawings.5. Veneer Matching within Panel Face: Center-balance match,

unless otherwise indicated on Drawings.6. Semi-exposed Surfaces Other Than Drawer Bodies: Same

species and cut indicated for exposed surfaces.7. Drawer Sides and Backs: Solid-hardwood lumber, same

species indicated for exposed surfaces.8. Drawer Bottoms: Hardwood plywood.

I. Wood Cabinets for Opaque Finish: Premium grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on drawings.2. Wood Species for Exposed Surfaces: Any closed-grain

hardwood.3. Panel Product for Exposed Surfaces: Medium-density

fiberboard.4. Veneer Matching within Panel Face: Center-balance match.5. Semi-exposed Surfaces Other Than Drawer Bodies: Match

materials indicated for exposed surfaces.6. Drawer Sides and Backs: Solid-hardwood lumber.7. Drawer Bottoms: Hardwood plywood.

J. Plastic-Laminate Cabinets: Custom grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on Drawings.2. Laminate Cladding: Horizontal surfaces other than tops, HGS;

postformed surfaces, HGP; vertical surfaces, VGS; Edges, PVCtape, 0.018 inch (0.460 mm) thick, matching laminate in color,pattern and finish; semiexposed surfaces, VGS.

3. Drawer Sides and Backs: Thermoset decorative panels.4. Drawer Bottoms: Thermoset decorative panels.

K. Plastic-Laminate Countertops: Custom grade.1. Laminate Grade: HGS for flat countertops, HGP for post-formed

countertops.2. Edge Treatment: Same as laminate cladding on horizontal

surfaces.L. Solid-Surfacing Material Countertops: Premium grade.

1. Solid-Surfacing Material Thickness: As indicated on Drawings.2. Fabricate tops in one piece with shop-applied backsplashes and

edges.3. Install integral sink bowls in countertops in shop.

1.5 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORKA. Finishes: Same grades as items to be finished.B. Finish architectural woodwork at the fabrication shop; defer only

final touch up until after installation.1. Apply one coat of sealer or primer to concealed surfaces of

woodwork. Apply two coats to back of paneling and to end-grain surfaces.

2. Apply a vinyl wash coat to woodwork made from closed-grainwood before staining and finishing.

3. After staining, if any, apply paste wood filler to open-grain woods and wipe off excess. Tint filler to match stained wood.

C. Transparent and Opaque Finish: AWI finish system conversion varnish.

1.6 INSTALLATIONA. Before installation, condition woodwork to average prevailing

humidity conditions in installation areas.B. Install woodwork to comply with referenced quality standard for

grade specified.C. Install woodwork level, plumb, true, and straight. Shim as required

with concealed shims. Install level and plumb (including tops) to atolerance of 1/8 inch in 96 inches (3 mm in 2400 mm).

D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Fasten with countersunk concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed nailing, countersunk and filled flush with woodwork.

F. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length oflumber available) to greatest extent possible. Do not use piecesless than 36 inches (900 mm) long, except where shorter single-length pieces are necessary. Scarf running joints and stagger in adjacent and related members.

G. Anchor paneling to supports with concealed panel-hanger clips and by blind nailing on back-up strips, splined-connection strips,and similar associated trim and framing.

H. Cabinets: Install so doors and drawers are accurately aligned. Adjust hardware to center doors and drawers in openings and toprovide unencumbered operation.1. Fasten wall cabinets through back, near top and bottom, at

ends and not more than 16 inches (400 mm) o.c. with No. 10 wafer-head screws sized for 1-inch (25-mm) penetration intowood framing, blocking, or hanging strips.

I. Anchor countertops securely to base units. Seal space betweenbacksplash and wall.

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Shop Drawings.

1.2 MATERIALSA. Cold-Rolled Steel Sheets: ASTM A 1008/A 1008M, suitable for

exposed applications.B. Hot-Rolled Steel Sheets: ASTM A 1011/A 1011M, free of scale,

pitting, or surface defects.C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, G60 (Z180) or

A60 (ZF180).D. Frame Anchors: ASTM A 591/A 591M, 40Z (12G) coating

designation; mill phosphatized.E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to

ASTM A 153/A 153M.1.3 HOLLOW METAL DOORS AND FRAMES

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:1. Amweld Building Products, LLC.2. Ceco Door Products; an Assa Abloy Group company.3. Pioneer Industries, Inc.4. Steelcraft; an Ingersoll-Rand company.

B. Fire-Rated Doors and Frames: Labeled by a testing and inspectingagency acceptable to authorities having jurisdiction, based on testing at positive pressure according to NFPA 252 or UL 10C.1. At vertical exit enclosures and exit passageways, provide doors

that have a temperature rise rating of 450 deg F (250 deg C).C. Smoke-Control Door Assemblies: Comply with NFPA 105 or

UL 1784.D. Doors: Complying with ANSI 250.8 for level and model and ANSI

A250.4 for physical-endurance level indicated, 1-3/4 inches(44 mm) thick unless otherwise indicated.1. Interior Doors: Level 1 and Physical Performance Level C

(Standard Duty), Model 2 (Seamless).2. Hardware Reinforcement: Fabricate according to ANSI/SDI

A250.6 with reinforcement plates from same material as doorface sheets.

E. Frames: ANSI A250.8; conceal fastenings unless otherwise indicated.1. Steel Sheet Thickness for Interior Doors: 0.042 inch (1.0 mm).2. Fabricate interior frames with mitered or coped and

continuously welded corners, unless otherwise indicated on Drawings.

3. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames.

4. Frame Anchors: Not less than 0.042 inch (1.0 mm) thick.F. Glazing Stops: Nonremovable stops on outside of exterior doors

and on secure side of interior doors; screw-applied, removable, glazing stops on inside, fabricated from same material as door face sheet in which they are installed.

G. Door Louvers: Sight proof per SDI 111C.1. Fire-Rated Automatic Louvers: Actuated by fusible links and

listed and labeled.H. Door Silencers: Three on strike jambs of single-door frames and

two on heads of double-door frames.I. Prepare doors and frames as required to receive mortised and

concealed hardware according to ANSI A250.6 and ANSI A115 Series standards.

J. Reinforce doors and frames to receive surface-applied hardware.K. Prime Finish: Manufacturer's standard, factory-applied coat of

lead- and chromate-free primer complying with ANSI/SDI A250.10acceptance criteria.

1.4 INSTALLATIONA. Install hollow metal frames to comply with ANSI/SDI A250.11.

1. Fire-Rated Frames: Install according to NFPA 80.B. Install doors to provide clearances between doors and frames as

indicated in ANSI/SDI A250.11.C. Prime-Coat Touchup: Immediately after erection, sand smooth

rusted or damaged areas of prime coat and apply touchup of compatible air-drying rust-inhibitive primer.

SECTION 081416 - FLUSH WOOD DOORS

1.1 SECTION REQUIREMENTSA. Submittals: Samples for factory-finished and

plastic-laminate-faced doors.1.2 DOOR CONSTRUCTION, GENERAL

A. Quality Standard: WDMA I.S.1-A.B. Fire-Rated Wood Doors: Labeled by a testing and inspecting

agency acceptable to authorities having jurisdiction based on testing at positive pressure according to NFPA 252 or UL 10C.1. At vertical exit enclosures and exit passageways, provide doors

that have a temperature rise rating of 450 deg F (250 deg C).C. WDMA I.S.1-A Performance Grade:

1. Heavy Duty unless otherwise indicated.2. Extra Heavy Duty: Classrooms, Public toilets, Janitor's closets,

Assembly spaces and Exits.3. Standard Duty: Closets (not including janitor's closets) and

Private toilets.D. Particleboard-Core Doors: Provide structural composite lumber

cores instead of particleboard cores for doors with exit devices orprotection plates.

E. Fire-Protection-Rated Doors: Provide core specified or mineral core as needed to provide fire-protection rating indicated. Providethe following for mineral-core doors:1. Composite blocking where required to eliminate

through-bolting hardware.2. Laminated-edge construction.3. Formed-steel edges and astragals for pairs of doors.

1.3 FLUSH WOOD DOORSA. Doors for Transparent Finish:

1. Interior Solid-Core Doors: Premium grade, five or seven-ply,structural composite lumber cores.a. Faces: Grade AA, Species and Cut as indicated on Drawings.b. Veneer Matching: Book and balance match, unless

otherwise indicated on Drawings.c. Pair matching and set matching.d. Continuous matching for doors with transoms.

B. Doors for Opaque Finish:1. Interior Solid-Core Doors: Premium grade, three-ply,

structural composite lumber cores.a. Faces: Hardboard or MDF.

C. Plastic-Laminate-Faced Doors:1. Interior Solid-Core Doors: Custom grade, three-ply, structural

composite lumber cores.2. Exposed Vertical Edges: Plastic laminate that matches faces.

1.4 LOUVERS AND LIGHT FRAMESA. Louvers: Primed steel louvers, unless otherwise indicated on

Drawings.B. Light Frames: Wood beads of same species as door faces.

1. At fire-rated doors provide primed steel frames approved foruse in doors of fire-protection rating indicated.

SECTION 072100 - THERMAL INSULATION

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Test Reports.This Section includes

the following:1. Sound attenuation insulation.

1.2 PERFORMANCE REQUIREMENTSA. Plenum Rating: Provide glass-fiber insulation where indicated in

ceiling plenums whose test performance is rated as follows for usein plenums as determined by testing identical products per "Erosion Test" and "Mold Growth and Humidity Test" described inUL 181, or on comparable tests from another standard acceptableto authorities having jurisdiction.1. Erosion Test Results: Insulation shows no visible evidence of

cracking, flaking, peeling, or delamination of interior surface ofduct assembly, after testing for 4 hours at 2500-fpm (13-m/s)air velocity.

2. Mold Growth and Humidity Test Results: Insulation shows noevidence of mold growth, delamination, or other deteriorationdue to the effects of high humidity, after inoculation with Chaetomium globosium on all surfaces and storing for 60 daysat 100 percent relative humidity in the dark.

1.3 QUALITY ASSURANCEA. Fire-Test-Response Characteristics: Provide insulation and

related materials with the fire-test-response characteristics indicated, as determined by testing identical products per ASTM E84 for surface-burning characteristics and other methods indicatedwith product, by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency.

1.4 GLASS-FIBER BLANKET INSULATIONA. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified.1. CertainTeed Corporation.2. Johns Manville.3. Knauf Fiber Glass.4. Owens Corning.

B. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and50, respectively; passing ASTM E 136 for combustion characteristics.

1.5 INSULATION FASTENERSA. Adhesively Attached, Spindle-Type Anchors: Plate formed from

perforated galvanized carbon-steel sheet, 0.030 inch (0.762 mm)thick by 2 inches (50 mm) square, welded to projecting copper-coated steel spindle 0.105 inch (2.67 mm) in diameter andof length capable of holding insulation of thickness indicated securely in position with 1-1/2-inch- (38-mm-) square or diameterself-locking washers complying with the following requirements:1. Insulation-Retaining Washers: Self-locking washers formed

from 0.016-inch- (0.41-mm-) thick galvanized steel sheet, withbeveled edge for increased stiffness.

2. Where anchors are located in ceiling plenums, protect ends with capped self-locking washers incorporating a spring steelinsert to ensure permanent retention of cap.

1.6 INSTALLATION, GENERALA. Comply with insulation manufacturer's written instructions

applicable to products and application indicated.B. Install insulation that is undamaged, dry, and unsoiled and that has

not been left exposed at any time to ice, rain, and snow.C. Extend insulation in thickness indicated to envelop entire area to

be insulated. Cut and fit tightly around obstructions and fill voidswith insulation. Remove projections that interfere with placement.

D. For preformed insulating units, provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses,widths, and lengths. Apply single layer of insulation units to produce thickness indicated unless multiple layers are otherwiseshown or required to make up total thickness.

1.7 INSTALLATION OF GENERAL BUILDING INSULATIONA. Install mineral-fiber insulation in cavities formed by framing

members according to the following requirements:1. Use insulation widths and lengths that fill the cavities formed by

framing members. If more than one length is required to fill cavity, provide lengths that will produce a snug fit between ends.

2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoiningframing members.

3. Maintain 3-inch (76-mm) clearance of insulation around recessed lighting fixtures.

4. Install eave ventilation troughs between roof framing membersin insulated attic spaces at vented eaves.

5. For metal-framed wall cavities where cavity heights exceed 96inches (2438 mm), support unfaced blankets mechanically andsupport faced blankets by taping flanges of insulation to flangesof metal studs.

B. Stuff glass-fiber loose-fill insulation into miscellaneous voids andcavity spaces where shown. Compact to approximately 40 percentof normal maximum volume equaling a density of approximately2.5 lb/cu. ft. (40 kg/cu. m).

1.8 INSTALLATION OF INSULATION IN CEILINGS FOR SOUNDATTENUATION

A. Where indicated on drawings, install 3-inch- (76-mm-) thick, unfaced glass-fiber blanket insulation over suspended ceilings atpartitions in a width that extends insulation 48 inches (1219 mm)on either side of partition.

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SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

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DATE

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APRIL 27, 2010

2009354







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SPECIFICATIONS

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S.TURLEY

A03

SECTION 083113 - ACCESS DOORS AND FRAMES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.B. Fire-Rated Access Doors and Frames: Labeled by a testing and

inspecting agency acceptable to authorities having jurisdiction based on testing per the following:1. Vertical Access Doors: NFPA 252 or UL 10C.2. Horizontal Access Doors and Frames: ASTM E 119.

1.2 MATERIALSA. Steel Sheets: ASTM A 1008/A 1008M or ASTM A 591/A 591M.B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, with A60

(ZF180) or G60 (Z180) coating.C. Stainless-Steel Sheets: ASTM A 666, Type 304, with No. 4

directional satin finish.1.3 ACCESS DOORS AND PANELS

A. Flush Access Doors and Trimless Frames: Prime-painted steel units with drywall bead flange.

B. Fire-Rated, Insulated, Flush Access Doors and Trimless Frames:Prime-painted steel, self-latching units with automatic closer.

C. Locks: Flush to finished surface, screwdriver operated.1.4 INSTALLATION

A. Install access doors and panels accurately in position. Adjust hardware and door and panels for proper operation.

B. Install fire-rated access doors and panels according to NFPA 80.

SECTION 081416 - FLUSH WOOD DOORS (continued)

1.5 FABRICATION AND FINISHINGA. Factory fit doors to suit frame-opening sizes indicated and to

comply with clearances specified.B. Factory machine doors for hardware that is not surface applied.

Locate hardware to comply with DHI-WDHS-3.C. Cut and trim openings to comply with referenced standards.

1. Trim light openings with moldings indicated.2 . Factory install glazing in doors indicated to be factory finished.

3. Factory install louvers in prepared openings.D. If indicated on Drawings, factory finish doors indicated for

transparent finish with stain and manufacturer's standard finishcomplying with WDMA TR-4, conversion varnish for grade specifiedfor doors.1. Sheen: As indicated on Drawings.

E. If indicated on Drawings, factory finish doors indicated for opaquefinish with manufacturer's standard finish complying with WDMAOP-4, conversion varnish for grade specified for doors.1. Sheen: As indicated on Drawings.

1.6 INSTALLATIONA. Install doors to comply with manufacturer's written instructions

and WDMA I.S.1-A, and as indicated.1. Install fire-rated doors to comply with NFPA 80.

B. Clearances: As follows unless otherwise indicated:1. 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.2. 1/8 inch (3.2 mm) from bottom of door to top of decorative floor

finish or covering.3. 1/4 inch (6.4 mm) from bottom of door to top of threshold.4. Comply with NFPA 80 for fire-rated doors.

C. Repair, refinish, or replace factory-finished doors damaged duringinstallation, as directed by Architect.

SECTION 087100 - DOOR HARDWARE

1.1 SECTION REQUIREMENTSA. Submittals: Hardware schedule and keying schedule.B. Deliver keys to Owner.C. Fire-Resistance-Rated Assemblies: Provide products that comply

with NFPA 80 and are listed and labeled by a testing and inspectingagency acceptable to authorities having jurisdiction for applications indicated. On exit devices provide label indicating "Fire Exit Hardware."

1.2 HARDWAREA. Manufacturers:

1. As indicated on Drawings.B. Hinges:

1. Ball-bearing hinges for doors with closers and entry doors.2. 2 hinges for 1-3/8-inch- (35-mm-) thick wood doors.3. 3 hinges for 1-3/4-inch- (45-mm-) thick doors 90 inches

(2300 mm) or less in height; 4 hinges for doors more than90 inches (2300 mm) in height.

C. Locksets and Latchsets:1. BHMA A156.2, Series 4000, Grade 1 for bored locks and latches.2. BHMA A156.3, Grade 1 for exit devices.3. BHMA A156.5, Grade 1 for auxiliary locks.4. BHMA A156.12, Series 5000, Grade 1 for interconnected locks

and latches.5. BHMA A156.13, Series 1000, Grade 1 for mortise locks and

latches.6. Lever handles on locksets and latchsets.7. Provide trim on exit devices matching locksets.

D. Key locks to Owner's existing master-key system.E. Closers:

1. Mount closers on interior side (room side) of door opening. Provide regular-arm, parallel-arm, or top-jamb-mounted closers as necessary.

2. Adjustable delayed opening (accessible to people with disabilities) feature on closers.

F. Provide wall stops or floor stops for doors without closers.G. Provide hardware finishes as indicated on Drawings.

1.3 INSTALLATIONA. Mount hardware in locations recommended by the Door and

Hardware Institute unless otherwise indicated.1.4 HARDWARE SCHEDULE

A. As indicated on Drawings.

SECTION 088000 - GLAZING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and 12-inch- (300-mm-) square

Samples.B. Safety Glass: Category II materials complying with testing

requirements in 16 CFR 1201.C. Glazing Publications: Comply with published recommendations of

glass product manufacturers and organizations below, unless more stringent requirements are indicated.1. GANA Publications: GANA's "Laminated Glazing Reference

Manual" and GANA's "Glazing Manual."D. Safety Glazing Labeling: Where safety glazing labeling is indicated,

permanently mark glazing with certification label of the SGCC oranother certification agency acceptable to authorities having jurisdiction. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies.

1.2 GLASS PRODUCTSA. Float Glass: ASTM C 1036, Type I, Quality-Q3.B. Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3.C. Patterned Glass: ASTM C 1036, Type II, Class 1 (clear), Form 3;

Quality-Q6.D. Tempered Patterned Glass: ASTM C 1048, Kind FT (fully

tempered), Type II, Class 1 (clear), Form 3; Quality-Q6.E. Laminated Glass: ASTM C 1172, and complying with testing

requirements in 16 CFR 1201 for Category II materials.1.3 MONOLITHIC GLASS < MGL >

A. Products:1. As indicated on Drawings.

1.4 LAMINATED GLASS < LGL >A. Products:

1. As indicated on Drawings.1.5 GLAZING SEALANTS

A. Glazing Sealant: Neutral-curing silicone glazing sealant complyingwith ASTM C 920, Type S, Grade NS, Class 25, Use NT.

1.6 INSTALLATIONA. Comply with combined recommendations of manufacturers of

glass, sealants, gaskets, and other glazing materials, unless morestringent requirements are contained in GANA's "Glazing Manual."

B. Set glass lites in each series with uniform pattern, draw, bow, andsimilar characteristics.

C. Remove nonpermanent labels, and clean surfaces immediately after installation.

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.

1.2 PERFORMANCE REQUIREMENTSA. Fire-Resistance-Rated Assemblies: Provide materials and

construction identical to those tested in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable toauthorities having jurisdiction.

B. STC-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing andinspecting agency.

1.3 METAL FRAMING AND SUPPORTSA. Steel Framing Members, General: ASTM C 754.

1. Steel Sheet Components: ASTM C 645. Thickness specified isminimum uncoated base-metal thickness.

2. Protective Coating: manufacturer's standard corrosion-resistant zinc coating.

B. Suspended Ceiling and Soffit Framing:1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft

temper, 0.0625-inch (1.59-mm) diameter, or double strand of0.0475-inch- (1.21-mm-) diameter wire.

2. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, softtemper, and 0.162-inch (4.12-mm) diameter.

3. Carrying Channels: Cold-rolled steel, 0.0538 inch (1.37 mm) thick, 1-1/2 inches (38.1 mm) deep.

4. Furring Channels: Steel, rigid hat-shaped channels; 7/8 inch(22.2 mm) deep, 0.0296 inch (0.752 mm) thick.

5. Grid Suspension System for Interior Ceilings: Interlocking, direct-hung system.

C. Partition and Soffit Framing:1. Studs and Runners: In depth indicated and 0.0296 inch

(0.752 mm) thick unless otherwise indicated on Drawings.2. Flat Strap and Backing: 0.0296 inch (0.752 mm) thick.3. Rigid Hat-Shaped Furring Channels: In depth indicated and

0.0296 inch (0.752 mm) thick.4. Resilient Furring Channels: 1/2 inch (12.7 mm) deep, with

single- or double-leg configuration.5. Cold-Rolled Furring Channels: 0.0538 inch (1.37 mm) thick,

3/4 inch (19.1 mm) deep.6. Z-Furring: In depth required by insulation, 1-1/4-inch

(31.8-mm) face flange, 7/8-inch (22.2-mm) wall-attachment flange, and 0.0179 inch (0.454 mm) thick.

1.4 ACCESSORIESA. General: Comply with referenced installation standards.

1. Fasteners for Metal Framing: Of type, material, size, corrosionresistance, holding power, and other properties required to fasten steel members to substrates.

B. Acoustical Sealant for Concealed Joints: Nonsag, latex sealant complying with ASTM C 834.

1.5 INSTALLATIONA. Install steel framing to comply with ASTM C 754 and with

ASTM C 840 requirements that apply to framing installation and with United States Gypsum's "Gypsum Construction Handbook."1. Gypsum Plaster Assemblies: Also comply with ASTM C 841.2. Portland Cement Plaster Assemblies: Also comply with

ASTM C 1063.3. Gypsum Veneer Plaster Assemblies: Also comply with

ASTM C 844.B. Install supplementary framing, and blocking to support fixtures,

equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction.

C. Isolate steel framing from building structure, except at floor, to prevent transfer of loading imposed by structural movement.1. Where studs are installed directly against exterior walls, install

asphalt-felt or foam-gasket isolation strip between studs andwall.

D. Fire-Resistance-Rated Assemblies: Comply with requirements oflisted assemblies.

SECTION 092900 - GYPSUM BOARD

1.1 SUBMITTALSA. Product Data and Samples of Trim Accessories.

1.2 QUALITY ASSURANCEA. Fire-Resistance-Rated Assemblies: For fire-resistance-rated

assemblies, provide materials and construction identical to thosetested in assembly indicated according to ASTM E 119 by an independent testing agency.

B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assemblyindicated according to ASTM E 90 and classified according toASTM E 413 by an independent testing agency.

1.3 INTERIOR GYPSUM BOARDA. General: Complying with ASTM C 36/C 36M or

ASTM C 1396/C 1396M, as applicable to type of gypsum board indicated and whichever is more stringent.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. American Gypsum Co.b. G-P Gypsum.c. National Gypsum Company.d. USG Corporation.

B. Regular Type:1. Thickness: 5/8 inch (12.7 mm), unless otherwise indicated on

Drawings.C. Type X:

1. Thickness: 5/8 inch (15.9 mm), unless otherwise indicated onDrawings.

D. Special Type X: Having improved fire resistance over standard Type X, and complying with requirements of fire-resistance-ratedassemblies indicated on Drawings.1. Thickness: As required by fire-resistance-rated assembly

indicated on Drawings.E. Flexible Type: Manufactured to bend to fit radii and to be more

flexible than standard regular-type gypsum board of same thickness.1. Thickness: 1/4 inch (6.4 mm).

F. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board.1. Thickness: 1/2 inch (12.7 mm).

G. Abuse-Resistant Type: Manufactured to produce greater resistance to surface indentation and through-penetration (impactresistance) than standard, regular-type and Type X gypsum board.1. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on

Drawings.H. Moisture- and Mold-Resistant Type: With moisture- and

mold-resistant core and surfaces.1. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on

Drawings.1.4 TILE BACKING PANELS

A. Water-Resistant Gypsum Backing Board: ASTM C 630/C 630M orASTM C 1396/C 1396M.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. American Gypsum Co.b. G-P Gypsum.c. National Gypsum Company.d. USG Corporation.

2. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated onDrawings.

B. Glass-Mat, Water-Resistant Backing Board:1. Complying with ASTM C 1178/C 1178M.

a. Product: Subject to compliance with requirements, provide"DensShield Tile Guard" by G-P Gypsum or equal.

2. Complying with ASTM C1177/C 1177M.a. Product: Subject to compliance with requirements, provide

"DensArmor Plus Interior Guard" by G-P Gypsum.3. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on

Drawings.1.5 TRIM ACCESSORIES

A. Interior Trim: ASTM C 1047.1. Material: Galvanized or aluminum-coated steel sheet or rolled

zinc.2. Shapes:

a. Cornerbead.b. Bullnose bead.c. LC-Bead: J-shaped; exposed long flange receives joint

compound.d. L-Bead: L-shaped; exposed long flange receives joint

compound.e. U-Bead: J-shaped; exposed short flange does not receive

joint compound.f. Expansion (control) joint.g. Curved-Edge Cornerbead: With notched or flexible flanges.

B. Aluminum Trim: Extruded accessories of profiles and dimensionsindicated.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. Fry Reglet Corp.b. Gordon, Inc.c. Pittcon Industries.

2. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221 (ASTM B 221M),Alloy 6063-T5.

3. Finish: As indicated on Drawings.1.6 JOINT TREATMENT MATERIALS

A. General: Comply with ASTM C 475/C 475M.B. Joint Tape:

1. Interior Gypsum Wallboard: Paper.2. Exterior Gypsum Soffit Board: Paper.3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh.4. Tile Backing Panels: As recommended by panel manufacturer.

SECTION 092900 - GYPSUM BOARD (continued)

C. Joint Compound for Interior Gypsum Wallboard: For each coat useformulation that is compatible with other compounds applied onprevious or for successive coats.1. Prefilling: At open joints and damaged surface areas, use

setting-type taping compound.2. Embedding and First Coat: For embedding tape and first coat

on joints, fasteners, and trim flanges, use drying-type, all-purpose compound.a. Use setting-type compound for installing paper-faced metal

trim accessories.3. Fill Coat: For second coat, use drying-type, all-purpose

compound.4. Finish Coat: For third coat, use drying-type, all-purpose

compound.5. Skim Coat: For final coat of Level 5 finish, use high-build

interior coating product designed for application by airless sprayer and to be used instead of skim coat to produce Level 5finish.

D. Joint Compound for Tile Backing Panels:1. Water-Resistant Gypsum Backing Board: Use setting-type

taping compound and setting-type, sandable topping compound.

2. Glass-Mat, Water-Resistant Backing Panel: As recommendedby backing panel manufacturer.

1.7 AUXILIARY MATERIALSA. General: Provide auxiliary materials that comply with referenced

installation standards and manufacturer's written recommendations.

B. Laminating Adhesive: Adhesive or joint compound recommendedfor directly adhering gypsum panels to continuous substrate.

C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.1. Use screws complying with ASTM C 954 for fastening panels to

steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick.D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without

membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rockwool.1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber

requirements of assembly.E. Acoustical Sealant: As specified in Division 07 Section "Joint

Sealants.1.8 APPLYING AND FINISHING PANELS, GENERAL

A. Comply with ASTM C 840.B. Examine panels before installation. Reject panels that are wet,

moisture damaged, and mold damaged.C. Isolate perimeter of gypsum board applied to non-load-bearing

partitions at structural abutments, except floors. Provide 1/4- to1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations, andtrim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant.

1.9 APPLYING INTERIOR GYPSUM BOARDA. Install interior gypsum board in the following locations:

1. Regular Type: Vertical surfaces, unless otherwise indicated.2. Type X: Where required for fire-resistance-rated assembly.3. Special Type X: Where required for specific

fire-resistance-rated assembly indicated.4. Flexible Type: Apply in double layer at curved assemblies.5. Ceiling Type: Ceiling surfaces.6. Abuse-Resistant Type: As indicated on Drawings.7. Moisture- and Mold-Resistant Type: Vertical surfaces in rooms

containing plumbing fixtures and as indicated on Drawings.1.10 APPLYING TILE BACKING PANELS

A. Water-Resistant Gypsum Backing Board: Install on all vertical surfaces indicated to receive tile.

B. Glass-Mat, Water-Resistant Backing Panel: Comply with manufacturer's written installation instructions and install at showers, tubs, and where indicated. Install with 1/4-inch (6.4-mm)gap where panels abut other construction or penetrations.

1.11 INSTALLING TRIM ACCESSORIESA. General: For trim with back flanges intended for fasteners, attach

to framing with same fasteners used for panels. Otherwise, attachtrim according to manufacturer's written instructions.

B. Control Joints: Install control joints according to ASTM C 840 andin specific locations approved by Architect for visual effect.

C. Interior Trim: Install in the following locations:1. Cornerbead: Use at outside corners, unless otherwise

indicated.2. Bullnose Bead: Use where indicated.3. LC-Bead: Use at exposed panel edges.4. L-Bead: Use where indicated.5. U-Bead: Use where indicated.6. Curved-Edge Cornerbead: Use at curved openings.

D. Aluminum Trim: Install in locations indicated on Drawings.1.12 FINISHING GYPSUM BOARD

A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, andelsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces.

B. Prefill open joints and damaged surface areas.C. Apply joint tape over gypsum board joints, except those with trim

having flanges not intended for tape.D. Gypsum Board Finish Levels: Finish panels to levels indicated

below:1. Level 1: Ceiling plenum areas, concealed areas, and where

indicated.2. Level 2: Panels that are substrate for tile and where indicated

on Drawings.3. Level 3: Where indicated on Drawings.4. Level 4: At panel surfaces that will be exposed to view, unless

otherwise indicated.a. Primer and its application to surfaces are specified in other

Division 09 Sections.5. Level 5: Where indicated on Drawings.

a. Primer and its application to surfaces are specified in otherDivision 09 Sections.

E. Glass-Mat, Water-Resistant Backing Panels: Finish according tomanufacturer's written instructions.

1.13 PROTECTIONA. Protect installed products from damage from weather,

condensation, direct sunlight, construction, and other causes during remainder of the construction period.

B. Remove and replace panels that are wet, moisture damaged, andmold damaged.

1. Indications that panels are wet or moisture damaged include, butare not limited to, discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.

SECTION 093000 - TILING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data for each type of product indicated and

Samples for tile and grout.B. Obtain tile of each type and color or finish from same production

run for each contiguous areaC. Deliver and store packaged materials in original containers with

seals unbroken and labels intact until time of use.1.2 CERAMIC, PORCELAIN, STONE AND GLASS TILE < TIL >


1.3 INSTALLATION MATERIALSA. Fiber-Cement Underlayment: ASTM C 1288, 1/2 inch (12.7 mm)

thick.B. Waterproofing Membranes for Thin-Set Installations:

ANSI A118.10, fabric-faced chlorinated polyethylene, PVC, or polyethylene sheet product.

C. Setting and Grouting Materials: Comply with material standards inANSI's "Specifications for the Installation of Ceramic Tile" that apply to materials and methods indicated.1. Thin-Set Mortar Type: Latex-portland cement.2. Grout Type: Polymer modified unless otherwise indicated.

1.4 INSTALLATIONA. Comply with TCA's "Handbook for Ceramic Tile Installation" for

TCA installation methods specified in tile installation schedules.Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installationmethods, specified in tile installation schedules, and apply to typesof setting and grouting materials used.1. For installations indicated below, follow procedures in ANSI's

"Specifications for the Installation of Ceramic Tile" for providing95 percent mortar coverage.a. Tile floors in wet areas.b. Tile floors in laundries.c. Tile floors composed of tiles 8 by 8 inches (200 by 200 mm)

or larger.d. Tile floors composed of rib-backed tiles.

B. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, orbuilt-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates,collars, or covers overlap tile.

C. Lay tile in grid pattern unless otherwise indicated. Align joints where adjoining tiles on floor, base, walls, and trim are the samesize.

D. Where indicated, prepare substrates to receive waterproofing byapplying a reinforced mortar bed that complies with ANSI A108.1Aand is sloped 1/4 inch per foot (1:50) toward drains.

E. Install waterproofing to comply with ANSI A108.13.F. Do not install tile over waterproofing until waterproofing has cured

and been tested to determine that it is watertight.G. Interior Floor Tile Installation Method(s):

1. Over Concrete Subfloors: TCA F113 (thin-set mortar).2. Over Waterproof Membranes on Concrete Subfloors: TCA F122

(thin-set mortar).H. Interior Wall Tile Installation Method(s):

1. Over Concrete and Masonry: TCA W202 (thin-set mortar).2. Over Metal Studs or Furring: TCA W243 (thin-set mortar on

gypsum board).3. Bathtub Wall Installations, Metal Studs or Furring: TCA B413

with thin-set mortar (thin-set mortar on water-resistant gypsum board).

4. Bathtub/Shower Wall Installations, Metal Studs or Furring: TCA B419 with thin-set mortar (thin-set mortar on glass-mat,water-resistant backer board).

5. Shower Receptor and Wall Installations, Concrete or Masonry:TCA B421 (thin-set mortar over waterproof membrane).

6. Shower Receptor and Wall Installations, Metal Studs or Furring:TCA B420 (thin-set mortar on glass-mat, water-resistant backer board).

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SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

SPECIFICATIONS

E.COATS

S.TURLEY

A04

SECTION 097200 - WALL COVERINGS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner full-width rolls of wall covering

equal to 5 percent of amount of each type installed, packaged withprotective covering for storage.

1.2 WALL COVERING < WLC >A. Products:

1. As indicated on Drawings.B. Surface-Burning Characteristics: Flame-spread and

smoke-developed indexes of not more than 25 and 450, respectively, per ASTM E 84.

1.3 ACCESSORIESA. Adhesive: Mildew-resistant, nonstaining, strippable adhesive, for

use with specific wall covering and substrate application, as recommended in writing by wall covering manufacturer.

B. Primer/Sealer: Mildew-resistant primer/sealer recommended inwriting by wall covering manufacturer for intended substrate.

1.4 INSTALLATIONA. Preparation:

1. Clean substrates of substances that could impair wall covering's bond, including mold, mildew, oil, grease, incompatible primers, and dirt.

2. Prepare substrates to achieve a smooth, dry, clean surface freeof flaking, unsound coatings, cracks, and defects.

3. Moisture Content: Maximum of 5 percent on new plaster, concrete, and concrete masonry units when tested with an electronic moisture meter.

4. Prime new gypsum board.5. Check painted surfaces for pigment bleeding and treat areas

susceptible to pigment bleeding. Sand gloss, semigloss, andeggshell finishes with fine sandpaper.

6. Acclimatize wall covering materials by removing them from packaging in the installation areas not less than 24 hours before installation.

B. Install seams vertical and plumb, with no horizontal seams.C. Match pattern 72 inches (1830 mm) above finish floor.D. Remove excess adhesive at finished seams, perimeter edges, and

adjacent surfaces using cleaning methods recommended by wallcovering manufacturer. Replace strips that cannot be cleaned.

SECTION 099100 - PAINTING

1.1 SECTION REQUIREMENTSA. Submittals:

1. Product Data. Include printout of MPI's "MPI Approved Products List" with product highlighted.

2. Samples.B. Mockups: Full-coat finish Sample of each type of coating, color,

and substrate, applied where directed.C. Extra Materials: Deliver to Owner 1 gal. (3.8 L) of each color and

type of finish coat paint used on Project, in containers, properly labeled and sealed.

1.2 PAINT < PNT >A. MPI Standards: Provide materials that comply with MPI standards

indicated and listed in its "MPI Approved Products List."B. Material Compatibility: Provide materials that are compatible with

one another and with substrates.1. For each coat in a paint system, provide products recommended

in writing by manufacturers of topcoat for use in paint systemand on substrate indicated.

C. Colors and sheens: As indicated on Drawings.1.3 PREPARATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

B. Remove hardware, lighting fixtures, and similar items that are notto be painted. Mask items that cannot be removed. Reinstall itemsin each area after painting is complete.

C. Clean and prepare surfaces in an area before beginning painting inthat area. Schedule painting so cleaning operations will not damage newly painted surfaces.

1.4 APPLICATIONA. Comply with recommendations in MPI's "MPI Architectural

Painting Specification Manual" applicable to substrates indicated.B. Paint exposed surfaces, new and existing, unless otherwise

indicated.1. Paint surfaces behind movable equipment and furniture same

as similar exposed surfaces.2. Paint surfaces behind permanently fixed equipment or furniture

with prime coat only.3. Paint the back side of access panels.4. Color-code mechanical piping in accessible ceiling spaces.5. Do not paint prefinished items, items with an integral finish,

operating parts, and labels unless otherwise indicated.C. Apply paints according to manufacturer's written instructions.

1. Use brushes where the use of other applicators is not practical.2. Use rollers for finish coat on interior walls and ceilings.

D. Apply paints to produce surface films without cloudiness, spotting,holidays, laps, brush marks, roller tracking, runs, sags, ropiness,or other surface imperfections. Cut in sharp lines and color breaks.1. If undercoats or other conditions show through topcoat, apply

additional coats until cured film has a uniform paint finish, color, and appearance.

E. Apply stains and transparent finishes to produce surface films without color irregularity, cloudiness, holidays, lap marks, brushmarks, runs, ropiness, or other imperfections. Use multiple coatsto produce a smooth surface film of even luster.

1.5 INTERIOR PAINT APPLICATION SCHEDULEA. Concrete, Nontraffic Surfaces:

1. Alkyd: Two coats over primer/sealer: MPI INT 3.1D.B. Clay Masonry:

1. Alkyd: Two coats over primer/sealer: MPI INT 4.1D.C. Concrete Masonry Units:

1. Alkyd: Two coats over latex block filler: MPI INT 4.2C.D. Steel:

1. Latex: Two coats over quick-drying alkyd primer:MPI INT 5.1Q.

E. Galvanized Metal:1. Latex: Two coats over cementitious galvanized-metal primer:

MPI INT 5.3A.F. Aluminum:

1. Latex: Two coats over quick-drying primer for aluminum: MPIINT 5.4H.

G. Dressed Lumber: Including architectural woodwork and doors.1. Latex: Two coats over alkyd primer: MPI INT 6.3U.2. Polyurethane: Three coats over stain: MPI INT 6.3E.

H. Wood Panel-Products:1. Polyurethane: Three coats over stain: MPI INT 6.4E.

I. Gypsum Board:1. Latex: Two coats over primer/sealer: MPI INT 9.2A.

J. Plaster:1. Latex: Two coats over primer/sealer: MPI INT 9.2A.

SECTION 104413 - FIRE EXTINGUISHER CABINETS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.B. Fire-Rated, Fire-Protection Cabinets: Listed and labeled to

comply with requirements in ASTM E 814 for fire-resistance ratingof walls where they are installed.

1.2 FIRE EXTINGUISHER CABINETS < FEC >A. Fire Extinguisher Cabinets:

1. Products:a. As indicated on Drawings.

1.3 INSTALLATIONA. Install cabinets at 54 inches (1372 mm) above finished floor to top

of cabinet.B. Install Fire Extinguiser and Mounting Bracket < PFE > in each

cabinet.C. Fire-Rated Hose or Valve Cabinets: Install cabinet with not more

than 1/16-inch (1.6-mm) tolerance between pipe OD and knockoutOD. Seal through penetrations with firestopping sealant.

D. Identification: Apply vinyl lettering at locations indicated.

SECTION 104416 - FIRE EXTINGUISHERS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.

1.2 FIRE EXTINGUISHERS AND BRACKETS < PFE >A. Portable Fire Extinguishers: NFPA 10, listed and labeled for the

type, rating, and classification of extinguisher.1. Manufacturers: Subject to compliance with requirements,

available manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. Amerex Corporation.b. Ansul incorporated; Tyco International Ltd.c. Badger Fire Protection; a Kidde company.d. Larsen's manufacturing Company.

2. Multipurpose Dry-Chemical Type: UL-rated 2-A:10-B:C, 5-lb(2.3-kg) nominal capacity, in enameled-steel container.

B. Mounting Brackets: Manufacturer's standard steel, designed tosecure fire extinguisher to wall or structure, of sizes required forfire extinguishers indicated, with plated or baked-enamel finish.

1.3 INSTALLATIONA. Install mounting brackets in locations indicated at 54 inches

(1372 mm) above finished floor to top of fire extinguisher.B. Install fire extinguishers in mounting brackets and cabinets where

indicated.

SECTION 122113 - HORIZONTAL LOUVER BLINDS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Product Standard: Unless otherwise indicated, comply with

WCMA A 100.1.1.2 HORIZONTAL LOUVER BLINDS < HLB >


B. Provide blinds passing flame-resistance testing according toNFPA 701.

C. Mounting: As indicated on Drawings.D. Fabrication: Comply with AWCMA Document 1029 unless

otherwise indicated.1. Fabricate concealed components from noncorrodible or

corrosion-resistant-coated materials.2. Provide lifting and tilting mechanisms with permanently

lubricated moving parts.1.3 INSTALLATION

A. Install blinds level, plumb, and located not closer than 2 inches(51 mm) to interior face of glass.1. Flush Mounted: Install blinds with louver edges flush with

finish face of opening when slats are tilted open.2. Jamb Mounted: Install headrail flush with face of opening jamb

and head.3. Head Mounted: Install headrail on face of opening head.4. Recessed: Install headrail concealed within blind pocket.

B. Adjust horizontal louver blinds to operate smoothly and easily throughout entire operational range.

SECTION 096519 - RESILIENT TILE FLOORING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner one box for every 50 boxes or

fraction thereof, of each type and color of resilient floor tile installed.

1.2 SOLID VINYL TILE < SVT >A. Products:

1. As indicated on Drawings.1.3 RUBBER FLOOR TILE < RFT >


1.4 VINYL COMPOSITION FLOOR TILE < VCT >A. Products:

1. As indicated on Drawings.1.5 LINOLEUM FLOOR TILE < LFT >


1.6 INSTALLATION ACCESSORIESA. Trowelable Leveling and Patching Compounds: Latex-modified,

portland cement- or blended hydraulic cement-based formulationprovided or approved by flooring manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturerto suit resilient products and substrate conditions indicated.

C. Floor Polish: Protective liquid floor polish products as recommended by manufacturer.

1.7 INSTALLATIONA. Prepare concrete substrates according to ASTM F 710. Verify that

substrates are dry and free of curing compounds, sealers, and hardeners.

B. Lay out tiles so tile widths at opposite edges of room are equal andare at least one-half of a tile.

C. Match tiles for color and pattern by selecting tiles from cartons insame sequence as manufactured and packaged. Lay tiles in patterns indicated on Drawings.

D. Floor Polish: Remove soil, visible adhesive, and surface blemishesfrom floor tile surfaces before applying liquid floor polish as recommended by manufacturer.1. Apply minimum number of coat(s) as recommended by

manufacturer.

SECTION 096816 - BROADLOOM CARPETING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner full-width carpet equal to 5

percent of each type and color carpet installed, packaged with protective covering for storage.

1.2 CARPET < CPT >A. Products:1. As indicated on Drawings.1.3 INSTALLATIONA. Comply with CRI 104.B. Installation Method: As recommended by carpet manufacturer.C. Installation Method for Stairs: As recommended by carpet

manufacturer.D. Maintain uniformity of carpet direction and lay of pile. At

doorways, center seams under door in closed position. Bind or seal cut edges as recommended by carpet manufacturer.

E. Install pattern parallel to walls and borders.

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner at least 20 linear feet (linear m)

of each type and color of resilient wall base installed.1.2 RESILIENT BASE < RWB >


B. ASTM F 1861, Type TS (rubber, vulcanized thermoset).C. Lengths: Coils in manufacturer's standard lengths.D. Outside Corners: Preformed.E. Inside Corners: Preformed.

1.3 RESILIENT MOLDING ACCESSORY < RMA >A. Products:

1. As indicated on Drawings.1.4 INSTALLATION ACCESSORIES

A. Trowelable Leveling and Patching Compounds: Latex-modified,portland cement- or blended hydraulic cement-based formulationprovided or approved by flooring manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturerto suit products and substrate conditions.

C. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of tiles, and inmaximum available lengths to minimize running joints.

1.5 INSTALLATIONA. Prepare concrete substrates according to ASTM F 710. Verify that

substrates are dry and free of curing compounds, sealers, and hardeners.

B. Adhesively install resilient wall base and accessories.C. Install wall base in maximum lengths possible. Apply to walls,

columns, pilasters, casework, and other permanent fixtures in rooms or areas where base is required.

D. Install reducer strips at edges of floor coverings that would otherwise be exposed.

SECTION 095123 - ACOUSTICAL TILE CEILINGS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and material Samples.

1.2 PERFORMANCE REQUIREMENTSA. Fire-Resistance-Rated Assemblies: Provide materials and

construction identical to those tested in assemblies perASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.

B. Seismic Standard: Provide acoustical tile ceilings designed and installed to withstand the effects of earthquake motions accordingto the following:1. CISCA's Recommendations for Acoustical Ceilings: Comply

with CISCA's "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings - Seismic Zones 0-2."

2. CISCA's Guidelines for Systems Requiring Seismic Restraint:Comply with CISCA's "Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling Assemblies -Seismic Zones 3 & 4."

3. UBC Standard 25-2, "Metal Suspension Systems for AcousticalTile and for Lay-in Panel Ceilings."

1.3 ACOUSTICAL CEILING TILE < ACT >A. Products:

1. As indicate on Drawings.B. Classification: Per ASTM E 1264:C. Surface-Burning Characteristics: ASTM E 1264, Class A materials,

tested per ASTM E 84.D. Edge Detail: Beveled, kerfed and rabbeted, unless otherwise

indicated on Drawings. .1.4 SUSPENSION SYSTEM

A. Ceiling Suspension System: Direct hung; ASTM C 635, heavy-dutystructural classification.

B. Attachment Devices: Size for 5 times the design load indicated inASTM C 635, Table 1, Direct Hung, unless otherwise indicated. Comply with seismic design requirements.

C. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire;ASTM A 641/A 641M, Class 1 zinc coating, soft temper.1. Size: Provide yield strength at least 3 times the hanger design

load (ASTM C 635, Table 1, Direct Hung), but not less than 0.106-inch- (2.69-mm-) diameter wire.

D. Seismic Struts: Manufacturer's standard product designed to accommodate seismic forces.

1.5 INSTALLATIONA. Ceiling Suspension System Installation: Comply with ASTM C 636

and CISCA's "Ceiling Systems Handbook."1. Fire-Rated Assembly: Install fire-rated ceiling systems

according to tested fire-rated design..B. Install acoustical tiles in coordination with suspension system and

exposed moldings and trim. Place splines or suspension systemflanges into kerfed edges so tile-to-tile joints are closed by doublelap of material.1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile

for accurate fit at borders and around penetrations through tile.C. Arrange directionally patterned acoustical panels as indicated on

Drawings.

EXISTING BUILT-IN RECEPTION DESK TO BE REMOVED.

AREA OF CONSTRUCTION FOR NEW STAIR DESIGN, RE: STAIR DETAILDRAWINGS FOR FURTHER INFORMATION.

REMOVE EXISTING BUILT-IN WORKSTATIONS.

EXISTING CASEWORK TO BE REMOVED.

REMOVE GLASS SIDELIGHT.

REMOVE WOOD FLOORING AND WOOD BASE AS REQUIRED IN THIS AREA.

REMOVE ALL FLOORING AND WALL FINISHES, TOILET PARTITIONS NADSINK VANITY & FAUCETS. MIRRORS, RESTROOM ACCESSORIES. ALLOTHER PLUMBING FIXTURES ARE TO REMAIN EXISTING.

REMOVE ALL FLOORING AND WALL FINISHES, LOCKERS AND FLOORMOUNTED BENCH. SALVAGE ALL RESTROOM ACCESSORIES FOR REUSE.SALVAGE LOCKERS TO BE REPAINTED AND REINSTALLED. REMOVE TILEFROM SHOWER ENCLOSURE AND REPAIR BASIN AND ENCLOSURE ASREQUIRED. SALVAGE SHOWER HEAD AND VALVE FOR REUSE. REMOVEEXISTING SHOWER DOOR AND PROVIDE NEW SIMILAR DOOR.

REMOVE EXISTING SINK, BASE CABINETS AND COUNTERTOP.

REMOVE SECTION OF CONCRETE DECK FOR NEW STAIR. COORDINATEWITH ARCHITECTURAL STAIR DRAWINGS AND STRUCTURAL DRAWINGS.

1

2

3

4

5

1. REMOVE ALL DOORS, FRAMES AND HARDWARE AS SHOWN, SALVAGE FORBUILDING STORAGE STOCK FOR REUSE.

2. REMOVE ALL EXISTING FLOORING MATERIAL AND WOOD & RUBBER BASE INAREA OF SCOPE OF WORK. EXISTING CARPET IN OCCUPIED WAGSTAFF AREAIS TO REMAIN.

3. REMOVE ALL EXISTING WALLCOVERING MATERIALS.

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SHEET TITLE

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PROJECT

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SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

DEMOLITION FLOOR PLANS

E.COATS

S.TURLEY

A05

N

01' 8'

2ND FLOOR DEMOLITION PLAN1/8" = 1'-0"

F13

DEMOLITION FLOOR PLAN GENERAL NOTES A01

N

01' 8'

3RD FLOOR DEMOLITION PLAN1/8" = 1'-0"

F01

DEMOLITION FLOOR PLAN KEY NOTES A13

AREA OF CONSTRUCTION FOR NEW STAIR DESIGN. REMOVEGYPSUM BOARD CEILING IN THIS AREA. RE: STAIR DETAILDRAWINGS FOR FURTHER INFORMATION.

REMOVE PORTION OF GYPSUM BOARD SUSPENDED CEILING"CLOUD" AND LIGHTING AS SHOWN. RE: REFLECTEDCEILING PLAN ON SHEET A08 FOR NEW RECONFIGURATION.

REMOVE PILASTER AND HEADER DETAIL. SALVAGE WALLSCONCE FIXTURE FOR RELOCATION.

EXTENT OF EXISTING CROWN MOULDING TO BE REMOVED.

REMOVE GYPSUM BOARD CEILING AND ASSOCIATEDLIGHITNG IN IT'S ENTIRETY.

1. REMOVE ALL WALL MOUNTED COVE UP-LIGHTING FIXTURES IN HALLWAYSON SECOND FLOOR.

2. REMOVE ALL EXISTING CROWN MOULDING ON SECOND FLOOR.3. REMOVE ALL EXISTING LIGHT FIXTURES AND ACOUSTIC TILE ON SECOND

FLOOR. METAL GRID SHALL REMAIN EXISTING.

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SCOPE OF WORK

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010203040506070809101112131415161718192021222324252627282930313233343536

SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

DEMOLITION CEILING PLANS

E.COATS

S.TURLEY

A06

N

01' 8'

2ND FLOOR DEMOLITION CEILING PLAN1/8" = 1'-0"

F13

DEMOLITION CEILING GENERAL NOTES A01

N

01' 8'

3RD FLOOR DEMOLITION CEILING PLAN1/8" = 1'-0"

F01

DEMOLITION CEILING PLAN KEY NOTES A13

NEW STAIR DESIGN, RE: STAIR DETAIL DRAWINGS FOR FURTHER INFORMATION.

NEW PILASTER AND HEADER DETAIL TO MATCH EXISTING.

NEW CASEWORK WITH SINGLE BOWL BAR SINK, NEW FAUCET, UNDERCOUNTERICE-MAKER AND REFRIGERATOR. RE: INTERIOR ELEVATION S26/A11.

DORMA/HERCULITE FRAMELESS GLASS DOOR AND SIDELIGHT SYSTEM WITH 1/2"TEMPERED GLASS, BUTT-JOINTED WITH CLEAR SILICONE SEALANT. RE: INTERIORELEVATION S19/A11.

NEW CORE DRILL TO BE COORDINATED WITH TENANT'S CONFERENCE TABLE.

NEW BAKED ENAMEL FLOOR MOUNTED TOILET PARTITIONS, SINK VANITY,STAINLESS STEEL SINK BOWLS AND FAUCETS.

NEW GLASS PIVOT SHOWER DOOR FROM KOHLER, AMERICAN STANDARD OREQUAL.

RE-PAINT AND RE-INSTALL EXISTING LOCKERS, PNT04.

CLEAN AND REPAINT EXISTING MECHANICAL GRILL TO LIKE NEW CONDITION.PAINT COLOR TO MATCH ADJACENT WALL COLOR.

COORDINATE CLEAR DIMENSION WITH TENANT'S FURNITURE VENDOR.

PROVIDE NEW MECHOSHADE SYSTEMS BLACKOUT MOTORIZED SHADES INCONFERENCE 209 AT ALL WINDOWS, TO BE USED WITH WOOD SLAT BLINDS.RE: SPECIFICATION SCHEDULE ON SHEET A12.

PROVIDE 3 NEW TOWEL/ROBE HOOKS ON WALL IN SHOWER ROOM DRESSINGAREA.

1

2

3

4

5

1. ALL NEW DOORS AND FRAMES SHALL MATCH EXISTING STYLE AND WOODSPECIES AND STAIN COLOR.

2. ALL WALLS TO BE WALL TYPE 1 UNLESS NOTED OTHERWISE, RE: A19/A12.3. IN CONFERENCE ROOM 209 AND 210 PROVIDE NEW WOOD SLAT BLINDS TO

MATCH BLINDS IN EXISTING WAGSTAFF SPACE.

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EXISTINGOFFICE

EXISTINGOFFICE

EXISTINGOFFICE

EXISTINGOFFICE

5'-1"

ALIGN14'-0"

14'-0"

ALIGNALIGN

SCOPE OF WORK

SCOPE OF WORK

OFFICE203

OFFICE204

OFFICE205

OFFICE206

OFFICE207

OFFICE208

WAR ROOM217 WORK ROOM

218

OFFICE212

OFFICE213

OFFICE214

OFFICE215

CONFERENCE209

CONFERENCE210

PHONE/IT219

CLOSET

MECHSHAFT

WOMEN221

MEN222

MECHSHAFT

MECHROOM

ELEVATORLOBBY

201

HALL220

HALL224

HALL223

HALL202

HALL216

WET BAR211

7'-10"

S19A11

16'-10" CLEAR

10'-0"

41'-8" CLEAR

SHOWER221A

SHOWER222A

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210A

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HALL305

HALL302

OFFICE304

OFFICE303

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SHEET TITLE

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PROJECT

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SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

FLOOR PLANS

E.COATS

S.TURLEY

A07

N

01' 8'

2ND FLOOR PLAN1/8" = 1'-0"

F13

FLOOR PLAN GENERAL NOTES A01

N

01' 8'

3RD FLOOR PLAN1/8" = 1'-0"

F01

FLOOR PLAN KEY NOTES A19

PILASTER AND HEADER CONSTRUCTION TO MATCH EXISTING, PAINTPNT02. PROVIDE NEW WALL SCONCE WHERE SHOWN.

GYPSUM BOARD SUSPENDED CEILING "CLOUD" AT 8'-0" AFF, PAINTPNT03.

PROVIDE DIMMER SWITCHES FOR RECESSED DOWNLIGHTS WITHSPLIT SWITCHING BETWEEN LIGHTS IN ACOUSTIC TILES AND GYPSUMBOARD CLOUD.

SHORTEN LENGTH OF EXISTING SUSPENDED GYPSUM BOARD CEILING"CLOUD" AND ADJUST FLUORESCENT TUBE FIXTURES AS NECESSARYFOR EVEN DISTRIBUTION OF COVE LIGHTING. PATCH ALL ADJACENTGYPSUM BOARD SURFACES TO LIKE NEW CONDITION. "CLOUD" TO BEPAINTED PNT03.

RECESSED ELECTRIC PROJECTOR. PROVIDE ELECTRICAL ASREQUIRED, COORDINATE WITH TENANT'S AUDIO/VISUAL VENDOR.

RECESSED ELECTRIC PROJECTION SCREEN, COORDINATE SIZE ANDINSTALLATION REQUIREMENTS WITH TENANT'S AUDIO/VISUALVENDOR.

GYPSUM BOARD CEILING AT 8'-6" AFF, PAINT PNT03.

AREA OF EXISTING GYPSUM BOARD CEILING AND NEW GYPSUMCEILING AT STAIR CONSTRUCTION TO BE PAINTED PNT03.

INSTALL NEW CROWN MOULDING TO MATCH EXISTING.

GYPSUM BOARD HEADER AT 8'-6" AFF TO BE PAINTED PNT03.

AREA OPEN TO BELOW

CONTRACTOR TO COORDINATE WITH TENANT'S AUDIO/VISUALVENDOR TO PROVIDE SWITCHING FOR ELECTRIC RECESSEDPROJECTION SCREEN.

CENTER EACH RECESSED WALLWASHER WITHIN CENTER OF EACH 2X2SECTION OF THE 2X4 CEILING TILE.

ARTEMIDE, ZSU-ZSU SUSPENSION26" DIAMETERHALOGEN

ARTEMIDE, ROBBIA HALF WALL GLASSADA WALL SCONCEMATCH EXISTING LAMP TYPE

RECESSED INCANDESCENT DOWNLIGHT WITH ANOCHROME HOUSING AND TRIM RING TO MATCH EXISTING

RECESSED INCANDESCENT WALLWASHER WITH ANOCHROME HOUSING AND TRIM RING TO MATCH EXISTING

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2

3

4

5

1. PROVIDE ALL NEW CEILING GRID AND ACOUSTIC TILE AS SPECIFIED: ACT01AND ACT02.

2. IN ALL PRIVATE OFFICES PROVIDE DUAL/SPLIT SWITCHING FOR NEW 2X4PARABOLIC FIXTURES.

3. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE DESIGN BUILD.

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"

2'-10"

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SHEET TITLE

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PROJECT

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816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

REFLECTED CEILING PLANS

E.COATS

S.TURLEY

A08

N

01' 8'

2ND FLOOR REFLECTED CEILING PLAN1/8" = 1'-0"

F13

DEMOLITION CEILING PLAN GENERAL NOTES A01

N

01' 8'

3RD FLOOR REFLECTED CEILING PLAN1/8" = 1'-0"

F01

LIGHTING SYMBOLS LEGEND A19REFLECTED CEILING PLAN KEY NOTES A21

CUT TIL01 TILES TO MATCH WITH WIDTH OF EXISTINGPILASTER. PROVIDE METAL SCHLUTER TRANSITION STRIPSAS REQUIRED BETWEEN CARPET AND TILE.

REFERENCE STAIR PLANS FOR FLOOR TILE PATTERN.

NOT USED.

TRANSITION BETWEEN EXISTING WOOD FLOOR AND NEWCARPET INSTALLATION. PROVIDE METAL SCHLUTERTRANSITION STRIP TO MATCH EXISTING AS REQUIRED.

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4

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EXISTINGOFFICE

EXISTINGOFFICE

EXISTINGOFFICE

EXISTINGOFFICE

SCOPE OF WORK

SCOPE OF WORK

OFFICE203

OFFICE204

OFFICE205

OFFICE206

OFFICE207

OFFICE208

WAR ROOM217 WORK ROOM

218

OFFICE212

OFFICE213

OFFICE214

OFFICE215

CONFERENCE209

CONFERENCE210

PHONE/IT219

CLOSET

MECHSHAFT

WOMEN221

MEN222

MECHSHAFT

MECHROOM

ELEVATORLOBBY

201

HALL220

HALL224

HALL223

HALL202

HALL216

WET BAR211

SHOWER221A

SHOWER222A

WLC02

WLC02

TIL01

TIL01

1

1

1

A/V210A

TIL06

U D

ELEVATORLOBBY

301

HALL306

HALL305

HALL302

OFFICE304

OFFICE303

1

TIL011

1

SCOPE OF WORK

TIL06

2

4

U D

U

D

REF.VEND

FE

FE

5'-1 1/4"

U D

D

U

NEW CPT EXIST. CPT

NEW CPT EXIST. CPT

NEW CPT EXIST. CPT

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SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

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CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

FINISH PLANS

E.COATS

S.TURLEY

A09

N

01' 8'

2ND FLOOR FINISH PLAN1/8" = 1'-0"

F13

N

01' 8'

3RD FLOOR FINISH PLAN1/8" = 1'-0"

F01

CARPETING DIAGRAMSNOT TO SCALE

A01

2ND FLOOR:SHADING INDICATES AREAS

TO RECEIVE CPT01

FINISH PLAN KEY NOTES A25

3RD FLOOR:SHADING INDICATES AREAS

TO RECEIVE CPT01

REMOVE WALL AND DOOR AS SHOWN. REMOVE ACCENT WALLCOVERING ON BOTHSIDES OF ENTIRE WALL. PREPARE WALL TO RECEIVE NEW WALLCOVERING ASSPECIFIED.

REMOVE EXISTING CARPET IN CONFERENCE ROOM. EXISTING WOOD FLOOR TOREMAIN IN OFFICE. PREPARE FLOOR TO RECEIVE NEW WOOD FLOORING.

1 NEW WALL CONSTRUCTION FOR SLIDING POCKET DOORS, WALLTHICKNESS/CLEARANCE TO BE DETERMINED BY DOOR HARDWAREREQUIREMENTS. SLIDING POCKET DOOR KIT BY HAGER COMPANIES 9850 OREQUAL. POCKET DOOR AND WOOD FRAME TO MATCH EXISTING STYLE AND WOODSPECIES AND STAIN COLOR.

1

2

1

2

SCOPE OF WORK

PARTNEROFFICE

310

PARTNERCONFERENCE

311

1

EQUAL6'-0"

CLEAR

EQUAL

R13

A10

SCOPE OF WORK

WLC05

5'-7"

4'-0

"

4'-0

"

112°

ALIGN EDGE OF WALL WITH WINDOW MULLION

WOOD VENEER AUDIO/VISUAL CABINET WITH RECESSED NICHE FORFLAT-SCREEN TELEVISION, RE: INTERIOR ELEVATION R01/A10.

MAGNETIC TOUCH LATCH FLUSH WOOD DOORS WITH CONCEALEDHARDWARE

COORDINATE ELECTRICAL, DATA AND CABLE REQUIREMENTS WITHTENANT'S AUDIO/VISUAL VENDOR.

1

1

ALIGN

2

2

3

3

3

R01

A10

4 1/

2"

A25

A12

ALIGN

4

4

4

58" TV

STAINED CROWN MOULDING TOMATCH EXISTING IN WAGSTAFFSPACE, SWT03

WOOD VENEER TO MATCH EXISTINGWOOD SPECIES AND STAIN COLOR

4" DEEP RECESSED NICHE FOR INSTALLATIONOF FLAT-SCREEN TELEVISION (TENANTPROVIDED), FRAME OPENING WITH SOLID WOODCASING TO MATCH EXISTING DOOR FRAMES.

FLUSH SOLID WOOD DOORS WITHRECESSED PANEL DESIGN, MAGNETICTOUCH LATCH WITH CONCEALEDHARDWARE

STAINED WOOD BASE TO MATCHEXISTING IN WAGSTAFF SPACE, SWT01

WLC02

8'-0"

A25A12

WLC05 ON BOTH SIDES OF WALL


SWT04 AND SWT05 WOOD FRAME

6'-0"

SLIDING POCKET DOOR

7'-0

"

6'-0"

CL

4'-3

"3'

-6"

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

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CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

PARTNER OFFICE 310& ENLARGED PLANS

E.COATS

S.TURLEY

A10

N

01' 8'

PARTNER OFFICE 310 FLOOR PLAN1/8" = 1'-0"

F13

ENLARGED CONFERENCE 209 KEY NOTES A01

N

01' 8'

PARTNER OFFICE 310 DEMOLITION PLAN1/8" = 1'-0"

F25

PARTNER OFFICE 310 FLOOR PLAN KEY NOTES A13

N

01' 8'

ENLARGED CONFERENCE 2091/4" = 1'-0"

F01

PARTNER CONFERENCE 311 ELEVATION1/4" = 1'-0"

R13

PARTNER OFFICE 310 DEMOLITION KEY NOTES A25

CONFERENCE 209 MEDIA WALL ELEVATION1/4" = 1'-0"

R01

1 WOOD BLOCKING AS REQUIRED

1

2

2

3

3

4

4

2'-6

"

1'-1"

3/4" MDF CABINET BOX WITH HPL ON ALL EXPOSED SURFACES. NON EXPOSED SURFACES TOHAVE WHITE MELAMINE FINISH. PROVIDE INSTALLATION CLEATS AS REQUIRED

ADJUSTABLE 3/4" MDF SHELF WITH WHITE MELAMINE FINISH AND PVC EDGE. 2SHELVES TOTAL

3/4" MDF SLAB DOOR WITH HPL ON ALL EXPOSED SURFACES AND EDGES WITHBUILDING STANDARD HARDWARE

4"1 1/

2"2'

-4"

2'-9

1/2

"

1

1 2 x WEB FRAME BASE WITH FIELD APPLIED BASE PER SCHEDULE


2

5

3

3

4

4

5

6

BUILDING STANDARD STAINLESS STEEL SINK

6

2'-1"

3/4" MDF SLAB DOOR WITH HPL ON ALL EXPOSED SURFACES AND EDGES WITHBUILDING STANDARD HARDWARE

3/4" MDF COUNTERTOP WITH HPL ON ALL EXPOSED SURFACES. PROVIDEMATCHING LAMINATE EDGE BANDING AT FACE. 3/4" MDF BACKSPLASH TO BEFINISHED WITH HPL ON ALL EXPOSED SURFACES. SCRIBE TOP AND BACK SPLASHTO FIT WALL

2'-0"2 1/4"

3 1/

2"1/

2"

3/4" MDF CABINET BOX WITH HPL ON ALL EXPOSED SURFACES. NON EXPOSED SURFACES TOHAVE WHITE MELAMINE FINISH WITH MATCHING PVC TRIM. PROVIDE INSTALLATION CLEATSAS REQUIRED

1

4"1 1/

2"7"

2'-1

0"

4"6

7/8"

6 7/

8"7"

2'-1"

1'-11 1/2"

2 1/4"

1/8"

1/8"

1/8"

1/2"

2 x WEB FRAME BASE WITH FIELD APPLIED BASE PER SCHEDULE


3 3/4" MDF CABINET BOX WITH HPL ON ALL EXPOSED FACES. NON EXPOSED FACES TOHAVE WHITE MELAMINE FINISH. PROVIDE INSTALLATION CLEATS AS REQUIRED

4

5

3/4" MDF SLAB DOOR WITH HPL ON ALL EXPOSED FACES AND EDGES WITHBUILDING STANDARD HARDWARE

6

DRAWER BOX TO BE CONSTRUCTED OF 1/2" MDF FOR BACK AND SIDES WITH 1/4"PARTICLE BOARD BOTTOM. ALL FACES TO BE WHITE MELAMINE FINISH. PROVIDEBUILDNG STANDARD HARDWARE.

7

3/4" MDF SLAB DRAWER FACE WITH HPL ON ALL EXPOSED FACES AND EDGESWITH BUILDING STANDARD HARDWARE

3/4" MDF COUNTERTOP WITH HPL ON ALL EXPOSED FACES. PROVIDE 3 MM PVCEDGE BANDING AT FACE. BANDING TO MATCH HPL FINISH. 3/4" MDFBACKSPLASH TO BE FINISHED WITH HPL ON ALL EXPOSED FACES. SCRIBE TOPAND BACK SPLASH TO FIT WALL

1

2

5

3

4

7

6

REFICE

3'-0

"1'

-6"

2'-6

"

2'-3" 2'-4" 2'-3"

2'-6" TO BE VERIFIED

WITH APPLIANCES

HPL01 WALL AND BASE CASEWORK

HPL02 COUNTERTOP AND BACKSPLASH

CONTRACTOR SUPPLIED AND INSTALLEDAPPLIANCES.

STAINED CROWN MOULDING AND WOOD BASE TOMATCH EXISTING IN WAGSTAFF SPACE, SWT03

STAINED WOOD BASE TO MATCH EXISTING INWAGSTAFF SPACE, SWT01

DORMA/HERCULITE FRAMELESS GLASS SYSTEMAND DOORS WITH 36" BAR DOOR PULLS. 1/2"TEMPERED GLASS, BUTT-JOINTED WITH CLEARSILICONE JOINTS.

WLC01

PNT02


4'-9

"

WLC04

TIL04TIL03

TIL05

N01A11

A01A11

A10A11

8'-6

"

3'-0"

MA

TCH

EXI

STIN

G

3'-0"

SWT05PLINTH BLOCK

SWT04WOOD FRAME

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SHEET TITLE

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PROJECT

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

INTERIOR ELEVATIONSAND SECTIONS

R. GATPIA R. CLARK

S.TURLEY

A11

NOT USED1-1/2" = 1'-0"

N10

CASEWORK SECTION1-1/2" = 1'-0"

A01

CASEWORK SECTION1-1/2" = 1'-0"

N01

CONFERENCE ROOMS ELEVATION1/4" = 1'-0"

S19WET BAR 211 ELEVATION1/4" = 1'-0"

S26

TYPICAL PILASTER & HEADER DETAIL1/4" = 1'-0"

J26

TYPICAL RESTROOM TILE PATTERN1/4" = 1'-0"

J26 CASEWORK SECTION1-1/2" = 1'-0"

A10

TYPICAL DOOR AND FRAME TYPE1/4" = 1'-0"

J19

NOT USED1/4" = 1'-0"

A19

CODE MATERIAL MANUFACTURER STYLE/COLOR COMMENTS

BASESWT01 STAINED WOOD TRIM SCHUTTE LUMBER BASE #SA6057, 11/16"x5-3/8" WOOD PROFILE, SPECIES AND STAIN COLOR TO MATCH EXISTING

RWB01 RESILIENT WALL BASE ROPPE PINNACLE 4" COVE, 193 BLACK-BROWN, CONTINUOUS ROLL -

FLOORCPT01 BROADLOOM CARPET SHAW CONTRACT MOVEMENT 50875 SULU CONTACT GINGER CARR 913.208.2592

TIL01 GRANITE TILE ISC SURFACES BLACK GALAXY, POLISHED FINISH, 12X12 TILE -

WALLPNT01 PAINT SHERWIN WILLIAMS SW016 SILVERSCREEN, EGGSHELL FINISH -

WLC01 WALLCOVERING INNOVATIONS ECO-ALCHEMY EUCALYPTUS ECO-7, TYPE II HALLWAYS

CASEWORKHPL01 HIGH PRESSURE LAMINATE WILSONART SATIN STAINLESS 4830K-18 WALL AND BASE CABINETSHPL02 HIGH PRESSURE LAMINATE NEVAMAR COPPER FUSION 2, TEXTURED, ARMORED PROTECTION COUNTERTOP & BACKSPLASH

CEILINGACT01 ACOUSTICAL CEILING TILE USG 2X4 SECOND LOOK, ECLIPSE CLIMA PLUS, ILLUSION PANEL USE WITH DONN DX GRID, SLT EDGE TO MATCH EXISTING

PNT03 PAINT SHERWIN WILLIAMS STANDARD CEILING BRIGHT WHITE CEILING PAINT -

MISCELLANEOUSSWT03 STAINED WOOD TRIM SCHUTTE LUMBER CROWN MOULDING #SD1060, 1-3/16"x6-5/8" WOOD PROFILE, SPECIES AND STAIN COLOR TO MATCH EXISTINGSWT04 STAINED WOOD TRIM SCHUTTE LUMBER DOOR CASING #SB4112, 3/4"x3-1/2" WOOD PROFILE, SPECIES AND STAIN COLOR TO MATCH EXISTINGSWT05 STAINED WOOD TRIM SCHUTTE LUMBER PLINTH BLOCK, 1-1/16"x4"Wx7"H WOOD PROFILE, SPECIES AND STAIN COLOR TO MATCH EXISTING

COMMENTSWALL FINISH

NORTH SOUTH EAST WESTFINISHFLOOR

FINISHBASE

FINISHCEILING

NUMBERROOM

ROOM NAME

201 ELEVATOR LOBBY TIL01,TIL06 SWT01,02 WLC01 WLC01 WLC01 WLC01 PNT03 -

203 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01 -

WLC03 WALLCOVERING NATIONAL WALLCOVERING COLOUR & DESIGN, EDO-13 SANDSTONE OFFICES

TIL03 WALL TILE AMERICAN OLEAN URBAN CANVAS, MATTE MUSHROOM 0041, 4-1/4"x8-1/2" RESTROOMSTIL04 WALL TILE AMERICAN OLEAN URBAN CANVAS, MATTE SMOKEY QUARTZ 0028, 4-1/4"x8-1/2" RESTROOMS

WDP01 WOOD PLANK FLOORING TO BE DETERMINED MATCH EXISTING WOOD SPECIES AND STAIN COLOR ALL EXISTING WOOD FLOORS TO ALSO BE REFINISHED

WLC02 WALLCOVERING INNOVATIONS CORK #2960 UMBER, TYPE II CONFERENCE ROOMS

WLC04 WALLCOVERING NATIONAL WALLCOVERING COLOUR & DESIGN, EDO-14 MUSHROOM RESTROOMS

PNT02 PAINT SHERWIN WILLIAMS SW1127 KHAKI SHADE, EGGSHELL FINISH -

SWT02 STAINED WOOD TRIM SCHUTTE LUMBER 1/2" QUARTER ROUND (USE AT WOOD/GRANITE FLOORS) WOOD PROFILE, SPECIES AND STAIN COLOR TO MATCH EXISTING

204 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01 -205 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01 -206 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01 -207 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01 -208 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01 -209 CONFERENCE CPT01 SWT01 WLC02 WLC02 WLC02 WLC02 ACT01 -210 CONFERENCE CPT01 SWT01 WLC02 WLC02 WLC02 WLC02 ACT01 -211 WET BAR TIL02 SWT01 PNT01 PNT01 PNT01 PNT01 ACT01 -212 OFFICE CPT01 SWT01 WLC03 WLC03 WLC03 WLC03 ACT01 -213 OFFICE CPT01 SWT01 WLC03 WLC03 WLC03 WLC03 ACT01 -214 OFFICE CPT01 SWT01 WLC03 WLC03 WLC03 WLC03 ACT01 -215 OFFICE CPT01 SWT01 WLC03 WLC03 WLC03 WLC03 ACT01 -216 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01 -

202 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01 -

217 WAR ROOM CPT01 RWB01 PNT01 PNT01 PNT01 PNT01 ACT01 -218 WORKROOM E RWB01 PNT01 PNT01 PNT01 PNT01 ACT01 -219 PHONE/IT E RWB01 PNT01 PNT01 PNT01 PNT01 ACT01 -220 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01 -221 WOMEN TIL02 TIL05 TIL03,04 TIL03,04 TIL03,04 TIL03,04 ACT01 WLC04 ON ALL WALLS ABOVE WALL TILE, REFER TO ELEVATIONS

221A SHOWER TIL02 TIL05 TIL03,04 TIL03,04 TIL03,04 TIL03,04 ACT01 WLC04 ON ALL WALLS ABOVE WALL TILE, REFER TO ELEVATIONS222 MEN TIL02 TIL05 TIL03,04 TIL03,04 TIL03,04 TIL03,04 ACT01 WLC04 ON ALL WALLS ABOVE WALL TILE, REFER TO ELEVATIONS

222A SHOWER TIL02 TIL05 TIL03,04 TIL03,04 TIL03,04 TIL03,04 ACT01 WLC04 ON ALL WALLS ABOVE WALL TILE, REFER TO ELEVATIONS223 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01 -224 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01 -

TIL05 PORCELAIN TILE BASE CROSSVILLE PALAIS, LUXEMBOURG 6X12 COVE BASE -

SCT01 STONE COUNTERTOP COLD SPRINGS GRANITE, IRIDIAN POLISHED, 12X12 TILE MATCH 3RD FLOOR JOINT CONDITION OF TILED COUNTERTOP

301 ELEVATOR LOBBY TIL01,WDP01 SWT01 WLC01 WLC01 WLC01 WLC01 PNT03302 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01303 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01

305 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01303 OFFICE CPT01 RWB01 WLC03 WLC03 WLC03 WLC03 ACT01

306 HALL CPT01 SWT01 WLC01 WLC01 WLC01 WLC01 ACT01

TYPE HEIGHT DEPTH COMMENTSWIDTHMANUFACTURERACCESSORY COLOR / FINISHMODELA SINK ELKAY LLVR-1310 STAINLESS STEEL - - - MATCH EXISTINGB SOAP DISPENSER - - - - - - MATCH EXISTINGC FAUCET GROHE EUROPLUS II, CENTERSET CHROME - - - MATCH EXISTINGD TOILET PARTITIONS - FLOOR MOUNTED BAKED ENAMEL - - - MATCH EXISTING COLOR

TIL06 PORCELAIN TILE DAL TILE CITY VIEW, SKLYINE GRAY 24x24 -TIL02 PORCELAIN TILE DAL TILE CITY VIEW, SKLYINE GRAY 12x12 -

310 PARTNER OFFICE E SWT01 E WLC05 E E E311 PARTNER CONFERENCE CPT01 SWT01 E E E WLC05 E

ACT02 ACOUSTICAL CEILING TILE USG 2X2 ECLIPSE CLIMA PLUS FOR USE WITH EXISTING 2X2 GRID

WLC05 WALLCOVERING NATIONAL WALLCOVERING VERSA, HYDE PARK A30-853 FIG PARTNER OFFICE ACCENT

BWS01 BLACKOUT WINDOW SHADES MECHOSHADE BLACKOUT MOTORIZED SINGLE SHADES, ICON CONTROLS REMOTE CONTROL & SWITCH, FASCIA, EQUINOX SHADECLOTHPNT04 PAINT SHERWIN WILLIAMS SW7031 MEGA GREIGE, SEMI-GLOSS ENAMEL REPAINT EXISTING METAL LOCKERS IN 2ND FLOOR RESTROOMS

NOTE:CONTRACTOR TO CONFIRM ALL FINISHES NOTED HERE MATCH EXISTING CONDITIONS PRIOR TOFINAL PLACEMENT OF ORDER.

NOTE:PRIOR TO INSTALLATION OF WALLCOVERING WLC02 IN CONFERENCE 209 AND 210 PAINT WALL AT ALL TRIM EDGES ANDSEAM LOCATIONS A COLOR TO MATCH WALLCOVERING, PER MANUFACTURER'S RECOMMENDATIONS.

EQ.EQ.

LC

1

EXISTING GLAZING SYSTEM

2 NEOPRENE GASKET

3

2

3

ALUMINUM BREAK METAL TO MATCH WINDOW MULLIONS

1

1"

6

5

4

4

METAL STUDS AT 16" ON CENTER

5

6

SOUND ATTENUATION BLANKET; 3-1/2" THICK

GYPSUM BOARD; ONE LAYER ON EACH SIDE

2

1

WALL BASE PER SCHEDULE; INSTALL AFTER FLOOR FINISH

FLOOR FINISH PER SCHEDULE

METAL RUNNER TRACK FASTENED TO STRUCTURE

3

2

3

1

8

9

CEILING PER PLAN7

3 5/8"

4 7/8"

5/8"5/8"

9

8

7

4"

METAL RUNNER TRACK; BRACE TO STRUCTURE AS REQUIRED

EXISTING STRUCTURE

ANGLED WALL

DEPTH VARIES

1'-0

"2'

-5"

10"

3'-6

"

4"

1'-2"±

FIELD VERIFY

9'-0

"

1 2 x WEB FRAME BASE WITH FIELD APPLIED BASE PER SCHEDULE


3 3/4" MDF CABINET BOX WITH HPL ON ALL EXPOSED FACES. NON EXPOSED FACES TOHAVE WHITE MELAMINE FINISH. PROVIDE INSTALLATION CLEATS AS REQUIRED

COORDINATE ELECTRICAL, DATA AND CABLE REQUIREMENTS WITH TENANT'SAUDIO/VISUAL VENDOR.

1

2

3

4 (1) ADJUSTABLE 3/4" MDF SHELF WITH WHITE MELAMINE FINISH AND PVC EDGE

5

4

5

6 FLUSH SOLID WOOD DOOR WITH RECESSED PANEL DESIGN, SPECIES AND STAINCOLOR TO MATCH EXISTING. PROVIDE MAGNETIC TOUCH LATCH HARDWARE ANDCONCEALED HINGES

6

5

2

7

8

7 WOOD VENEER ON 3/4" SUBSTRATE

8 TENANT PROVIDED FLAT SCREEN TELEVISION

9

9 PROVIDE SOLID WOOD TRIM, CASING AND CROWN MOULDING AS SPECIFIED PERINTERIOR ELEVATION R01/A10.

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010203040506070809101112131415161718192021222324252627282930313233343536

SHEET TITLE

REVISION

PROJECT

SEAL

SHEET DISCLAIMER

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



APRIL 27, 2010

2009354







PROJECT NUMBER

SCHEDULESAND ELEVATIONS

E.COATS

S.TURLEY

A12RESTROOM ACCESSORY SCHEDULE A01WALL TYPE 1

3"=1'-0"

A19

WALL/MULLION DETAIL3"=1'-0"

S19

SPECIFICATION SCHEDULE P01

ROOM FINISH SCHEDULE E01

CONFERENCE 209 MEDIA WALL SECTION1-1/2"=1'-0"

A25