j.1.4 tenley friendship interim plans - minimum design requirments
DESCRIPTION
DC Public Library, J.1.4 Tenley Friendship Interim Plans - Minimum Design RequirmentsTRANSCRIPT
1010 wisconsin avenue, nwsuite 405washington, dc 20007
T 202.466.6116F 202.466.6235E [email protected]
© core group, pc 2006
DC Public LibraryWashington, DCBasis of Design
Bid Set 12/15/08
PROJECT DIRECTORYArchitect
MEP Engineer
Owner
Building AddressCORE1010 Wisconsin Avenue, NWSuite 405Washington, D.C. 20007
Contact: David Cheney
Sabrina Cheung
202.466.6116202.466.6235 fax
American University3201 New Mexico Avenue NWWashington, DC 20016Contact: JoDe Newland
Telephone: 202.885.2762Fax:
DC Public LibraryMartin Luther King , Jr. Memorial Library901 G Street NWWashington, DC 20001-4599Contact: Jeff Bonvechio
Telephone: 202.442.6070Fax: 202.727.4792 Allen and Shariff
7061 Deepage Drive2nd FloorColumbia, MD 21045
Contact: Fred Beam
Telephone: 301.621.3024Fax: 301.621.8056
Landlord /Property Management4200 Wisconsin Avenue NW
Washington, DC 20016
email address:
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
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I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
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SPECIFICATION NOTES
DIVISION 1 — GENERAL REQUIREMENTS
01010 SUMMARY OF WORK
A. Unless otherwise noted, "The Owner" refers to the persons, organization and/or business entering into an agreement with theContractor to execute the Work indicated in the Contract Documents. "The Landlord" refers to the person, organization and/ orbusiness that owns or is responsible for managing the property on which the Work is to be executed. The Contractor'sresponsibilities to each party are described in the specifications and documents below.
B. The "Work" includes Owner improvements to an existing tenant space and includes new partitions, finishes and modifications toHVAC, plumbing, electrical, and fire protection systems.
C. Owner-supplied items include:
1. Furniture2. Appliances3. Equipment4. Data and telephone cabling and equipment5. Security system and equipment6. Computer cabling and equipment
D. Permits and Inspections
1. The Contractor is responsible for obtaining all necessary permits required to perform the Work.
2. The Contractor is responsible for inspections required for the jurisdiction in which the Work is performed. Verify with localregulatory agency exact number, type and schedule of inspections required for the Work prior to commencing with the Work.
3. The Contractor shall provide the Owner with documentation and scheduling necessary for Occupancy Permit.
4. The Building Permit will be obtained by an agent of the Owner.
E. Contract Documents
1. The AIA “General Conditions of the Contract for Construction” AIA Document A201, 1997 edition, published by the AmericanInstitute of Architects, hereinafter referred to as “General Conditions”, is hereby made part of the Contract Documents, the sameas if bound herein.
2. The Contract Documents consist of the following:
a. Owner-Contractor Agreement ("The Contract")b. General Conditionsc. Drawings as dated in agreement ("The Drawings")d. Addendae. Modifications
3. The Contract Documents are instruments of service and shall remain the property of the Architect whether the project for whichthey are prepared is executed or not. The Contract Documents are not to be used by the Owner, Landlord or Tenant for otherprojects or extensions to the project nor are they to be modified in any manner whatsoever except by agreement in writing andwith appropriate compensation to the Architect.
01025 MEASUREMENT AND PAYMENT
A. Prior to commencing with the Work, the Contractor shall submit to the Architect the following information:
1. A Schedule of Values indicating the components of Work listed in sufficient detail to the satisfaction of the Architect and theOwner to serve as a basis for computing values for Applications for Payments during construction.
2. A construction schedule for the Work in bar chart form. This schedule will be used as the basis for evaluating progress of theWork and Applications for Payments.
B. The above schedule will be used as the basis for evaluating progress of the Work and Applications for Payments.
C. Applications for Payment shall use AIA Document G702. Applications are to be notarized and bear the signature of an authorizedofficer.
D. Only approved Change Orders are to be indicated on Applications for Payment.
01030 ALTERNATES AND UNIT PRICES
A. The Contractor shall provide pricing for all alternates indicated in the bid form.
B. The Contractor shall provide Unit Pricing for items identified in the bid form.
C. The Owner reserves the right to reduce or increase the total Scope of Work by accepting any of the Alternates or added/deleted UnitPrice items.
01035 SUBSTITUTIONS
A. The Contractor's bid shall be based on providing all specified items. Substitutions shall be considered only under the followingcircumstances:
1. The specified item is accompanied by the words "equal to". References to makes, brands, models, etc., is to establish type andquality desired.
2. The item is shown to have a prohibitively long lead time.
3. An item of equal appearance and equal or greater quality to the specified item can be provided at substantial savings to theOwner.
B. Substitutions shall be considered by the Architect for acceptance under the following procedure.
1. The Contractor shall make all requests for substitutions within seven (7) days of contract award.
2. The Architect requires seven (7) days for review of the Contractor's request for substitution.
3. The Contractor's request for substitution shall include product information and samples as deemed necessary by the Architect ofboth the specified item and proposed substitution. Characteristics of both products shall be clearly identified for the Architect'sevaluation.
01040 COORDINATION
A. Coordination with Base Building and other Building Tenants:
1. Exercise extreme care and precaution during construction of the Work. Schedule Work to minimize disturbances toadjacent spaces and/or structures and their occupants, property, public thoroughfares, etc.
The Contractor shall take precautions and be responsible for the safety of building occupants from construction procedures. TheContractor shall be responsible for any overtime costs incurred thereby.
2. The Contractor shall be required to meet all Landlord requirements for construction.
3. The Contractor shall coordinate with Landlord all Work required by the Tenant that occurs outside the Tenant space and is on orwithin the base building. The contractor is responsible for the installation and integrity of all penetrations required to the existingroof and for meeting all Landlord requirements.
4. The Contractor shall review the base building Contract Documents and shall comply with base building requirements and designcriteria.
5. Prior to drilling slab penetrations, the Contractor shall do the following:a. Clearly identify location of slab penetrations for Architect's review.b. Coordinate with existing conditions below slab to insure no conflicts with existing ductwork, sprinkler piping, ceiling
conditions, etc.b. X-ray proposed slab penetration locations to identify structural conflicts as required by Landlord.
B. Coordination with Owner- Supplied items:
1. Make necessary provisions for items to be furnished or installed by Owner as indicated on the drawings. Such provisionsinclude, but are not limited to, plumbing & electrical requirements.
2. Provide protection for Owner-supplied items until completion of the project.
3. The Contractor is to include the installation cost of Owner-supplied items unless otherwise noted.
4. Any ambiguity or need for clarification regarding scope of Work related to Owner-supplied items is to be reviewed with theArchitect prior to commencing with the Work.
5. Telephone and data work shall be coordinated by the Contractor with Owner's representative.
6. Security system work shall be coordinated by the Contractor with Owner's representative.
C. Cut and fit components for alteration of existing work and installation of new work. Patch disturbed areas to match adjacentmaterials and finishes.
D. Prior to construction, the Contractor shall verify that no conflicts exist in locations of any mechanical, telephone, electrical, plumbingand sprinkler equipment (to include piping, duct work, structural members and conduit) and that required clearances for installationand maintenance of above equipment are provided. Elements in conflict shall be determined and reviewed with Architect forresolution prior to construction.
E. Contractor shall order and schedule delivery of materials in ample time to avoid delays in construction. If an item is found to beunavailable or have a long lead time, the Contractor shall notify Architect within seven (7) days of contract award.
01060 REGULATORY REQUIREMENTS
A. The Work shall comply with applicable codes, amendments, rules, regulations, ordinances, laws, orders, approvals, etc., that arerequired by public authorities. In the event of conflict, the most stringent requirements shall govern. Requirements include, but arenot necessarily limited to, the currently applicable editions or publications of the following:
1. International Building Code 20002. DC Construction Code Supplement of 20033. International Mechanical Code 20004. International Plumbing Code 20005. International Fire Code 20006. NFPA National Electrical Code 1996
B. Install building standard fire extinguishers and cabinets where required by applicable codes as directed by the Architect (Provide andinstall any additional code-required fire extinguishers and cabinets where directed by code officials and/or the Architect).
01300 SUBMITTALS
A. Within seven (7) days of the contract award, the Contractor shall submit to the Architect a schedule of all submittals identifyingestimated date of submission. Submittals shall include but are not limited to:
1. Finishes2. Carpet seaming diagram3. Doors, frames, and hardware4. Glass5. Metals6. Millwork7. Equipment8. Appliances9. Mechanical equipment, diffusers, grilles, devices, etc.10. Electrical equipment, light fixtures, controls, devices, etc.11. Plumbing equipment, fixtures, devices, etc.12. Sprinkler plan
B. Preparation of submittals shall be as follows:
1. Submit one (1) reproducible copy and two (2) prints of each shop drawing.
2. For catalog cuts, brochures, and other standard printed or published product data, submit number of copies needed byContractor, plus two (2) copies to be retained by Architect.
3. The Contractor shall submit a minimum of three (3) samples of finishes. The Architect shall retain two (2) samples of finishes forrecord and return a minimum of one sample to Contractor.
C. The Contractor shall provide manufacturer's specifications, installation instructions, shop drawings and samples for review andapproval prior to ordering or proceeding with the Work. No construction shall proceed until submittals are approved.
D. Contractor shall allow five (5) working days for the Architect and Consultants to the Architect to review submittals. All submittals notreviewed directly by the Architect, but rather Consultants to the Architect, shall be submitted simultaneously to both the Architect andthe Consultant and shall be noted as such. The Contractor shall not proceed with work until both Architect and Consultant haveapproved the submittal. No extension of the contract time will be granted because of failure to provide submittals for the Architect'sreview or coordination in a timely fashion.
E. The Architect reserves the right to reject any and all items installed without prior review and approval by the Architect.
F. Refer to specified items for specific submittal requirements.
01400 QUALITY CONTROL
A. Dimensions and Tolerances:
1. Do not scale drawings; dimensions govern. Verify dimensions with field conditions. If discrepancies are discovered betweenfield conditions and drawings or between drawings, contact the Architect for resolution before proceeding.
2. Horizontal dimensions indicated are to/from finished face of construction, except as noted.
3. Vertical dimensions are from top of floor slab, except where noted to be from above finished floor (AFF), as measured from thehigh point of the slab. Contractor to notify the Architect when deviation is greater than allowed in note 4 below.
4. Floor Tolerance: The Contractor is to immediately verify slope and report any deviation over a 1/4 inch slope in 10 feet to theArchitect prior to commencing Work. The Contractor shall be responsible for leveling all areas to achieve a slope deviation ofless than 1/4 inch slope in 10 feet. The Contractor shall ensure an absolute level floor under all swinging and sliding doors.
5. Dimensions are not adjustable without approval of the Architect unless noted (±).
6. Dimensions indicated to be "clear' or "clr" shall be maintained. Any discrepancies or variations in these dimensions shall bereviewed with the Architect before beginning construction.
7. Any dimension noted "Verify" or "VIF" must be reviewed with the Architect before beginning construction.
8. The Contractor shall continuously check Architectural and structural clearances for accessibility of equipment and mechanicaland electrical systems. No allowance of any kind will be made for the Contractor's failure to foresee means of installingequipment into position inside structures.
B. Observation of Work:
1. The Architect, acting as the Owner's designated agent for design of this project, will exercise sole authority for determiningconformance of materials, equipment and systems with the intent of the design. Review and acceptance of items proposed byContractor for incorporation into the Work will be by the Architect. This function of the Architect will apply both to Contract asinitially signed, and to the changes to Contract by modification during progress of Work.
2. If at any time before commencement of Work, or during progress thereof, the Contractor's methods, equipment or appliances areinefficient or inappropriate for securing quality of Work, or rate of progress intended by Contract Documents, the Owner mayorder the Contractor to improve their quality or increase their efficiency. This will not relieve the Contractor of his sureties fromtheir obligations to secure quality of Work and rate of progress specified in contract.
C. Reference to Standards:
1. Materials and workmanship specified by reference to number symbol, to title of a specification such as commercial standards,federal specification, trade association standard, or other similar standard, shall comply with requirements in latest edition orrevision thereof and with any amendment or supplement thereto in effect on date of origin of this project's Contract Documents.Such standard, except as modified herein, shall have full force and effects as though printed in Contract Documents.
2. The Contractor shall waive "Common Practice" and "Common Usage" as construction criteria wherever details and ContractDocuments or governing codes, ordinances, etc., require greater quantity or better quality than common practice or commonusage would require.
D. Existing Conditions:
1. The Contractor shall be responsible for checking Contract Documents, field conditions, and dimensions for accuracy andconfirming that Work is buildable as shown before proceeding with construction. Clarification regarding any conflicts shall bereceived prior to related Work being started.
2. The Contractor shall notify the Owner in writing of any deficiencies in base building construction prior to the commencement ofthis Work. Any unreported deficiencies will become the responsibility of the Contractor to correct.
E. In the event of conflict between the Drawings and the Specifications, the Specifications shall govern. Detail drawings takeprecedence over drawings of larger scope. Should the Contractor at any time discover an error in a drawing or specification, or adiscrepancy or variation between drawings, or a discrepancy or variation between dimensions and measurements at site, or lack ofdimensions or other information, the Contractor shall not proceed with the Work affected until clarification has been made.
F. The Contractor shall coordinate and review the layout and exact location of the items listed below in the field prior to construction.Any conflicts that arise shall be brought to the Architects attention in writing for resolution prior to proceeding with construction:1. Partitions2. Doors3. Core drill locations4. Electrical/telephone outlets5. Thermostats6. Light switches7. Light fixtures8. Changes in ceiling plane, and other ceiling features9. VAV boxes, supplemental AC units and other mechanical, electrical, or plumbing items requiring ceiling access or affecting
ceiling height
G. The Contractor shall follow manufacturer's recommended specification & installation procedures. If these are contrary to theContract Documents, the Contractor shall notify the Architect, in writing, immediately, to resolve discrepancies prior to proceeding.
H. Only new items of recent manufacture, of the highest quality, free from defects, will be permitted on the Work. Rejected items shallbe removed immediately from the Work and replaced with items of the quality specified. Failure to remove rejected materials andequipment shall not relieve the Contractor from the responsibility for quality and character of items used nor from any other obligationimposed by the Contract.
I. The finished Work shall be firm, well anchored, in true alignment, plumb, level, with smooth, clean, uniform appearance withoutwaves, distortions, holes, marks, cracks, stains, or discoloration. Jointings shall be close fitting, neat and well scribed. The finishwork shall have no exposed unsightly anchors or fasteners and shall not present hazardous, unsafe corners. Work shall have theprovision for expansion, contraction, and shrinkage as necessary to prevent cracks, buckling and warping due to temperature andhumidity conditions.
J. Attachments, connections, or fastenings of any nature are to be properly and permanently secured in conformance with best practiceand the Contractor is responsible for improving them accordingly. The drawings show only special conditions to assist theContractor. They do not illustrate every such detail.
K. No Work defective in construction or quality or deficient in any requirements of drawings and specifications will be acceptable inconsequence of the Owner's or Architect's failure to discover or to point out defects or deficiencies during construction; nor will presenceof inspectors on Work relieve the Contractor from responsibility for securing quality and progress of Work as required by the Contract.Defective Work revealed within required time guarantees, as specified in the Contract, shall be replaced by Work conforming with the
intent of the Contract. No payment whether partial or final, shall be construed as an acceptance of defective Work or improper materials
01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
A. The Contractor is responsible for and shall provide protection for any existing finishes including elevators, lobbies, stairs, and corridors of thebase building.
B. The Contractor shall protect existing base building window coverings.
C. The Contractor shall patch and repair fireproofing damaged or removed during performance of the Work. Fireproof new penetrationsrequired by the Work.
D. Debris shall be removed from the site on a daily basis. Upon completion of the Work, remove debris from the site created by the Workprovided under the Contract and leave areas clean.
E. The Contractor shall be required to maintain a job site telephone and fax machine.
01700 CONTRACT CLOSEOUT
A. When the Contractor considers that the Work is substantially complete, the Contractor shall prepare and submit to the Architect a list of itemsto be completed or corrected. The Architect shall visit the site to determine the status of completion and amend the Contractor's list asrequired. Upon the Contractor’s stated completion of the items listed to be completed or corrected, and prior to final payment, the Architectshall perform a final inspection of all items listed. Failure to complete listed items, as determined by the Architect, shall require additional sitevisits as needed by the Architect to determine final completion. The cost of any additional site visits shall be billed hourly based on theArchitects published hourly rates and shall be deducted from the Contractor's final payment.
B. The following items shall be submitted to the Owner by the Contractor before requesting final payment:
1. Complete release or waiver of liens — documentation shall be notarized and signed.
2. Certificates of inspection approvals for required occupancy permit and similar approvals or certifications by governing authorities,assuring the Owner's full access and use of completed Work.
3. A notebook containing warranties, bonds, guarantees, affidavits and certificates required by the Contract Documents. Include anyoperating and cleaning instructions for appliances, materials, finishes, systems and equipment installed as part of the Work.
C. Final Cleaning: Remove protective coatings, coverings, any tags, labels or other markings from materials fixtures and equipment. Cleanwall, floor and ceiling surfaces including trim, outlet and switch plates, windows, window sills, and window treatments. Clean plumbingfixtures to a sanitary condition.
DIVISION 2 — SITEWORK
02070 SELECTIVE DEMOLITION
A. Extent of demolition is indicated in the Drawings.
B. Protect finishes indicated to remain during demolition.
C. Following demolition, base building partitions should be cleaned and prepared for proposed tenant construction per review of Architect andthe Contractor. Surfaces indicated as existing to remain shall be restored to like-new condition. Surfaces indicated as existing to remain andto receive new finishes shall be properly prepared to receive indicated finishes.
D. Prior to demolition, the Contractor shall schedule a meeting with the Owner and the Architect to review all items to be salvaged. Salvageditems may not necessarily be indicated for reuse. Salvaged items may include:
• Millwork• Doors, frames, and hardware.• Lay-in ceiling panels and ceiling grid.• All glass entrance system components.• HVAC diffusers, grilles, equipment and controls• Electrical equipment, lighting fixtures and controls
E. Extent of items to be reused is indicated in the Contract Documents. Dispose of remaining items determined not to be salvaged in a safe,clean, manner and in accordance with local, state and federal regulations.
F. Make safe abandoned electrical conduits.
G. Terminate abandoned plumbing at entry to tenant space.
DIVISION 3 — CONCRETE
03500 CEMENTITIOUS DECKS AND TOPPINGS
A. Where leveling or patching of existing concrete floor is required either because surface of slab is not within required tolerance or becauseresurfacing is required for installation of specified finish, use a self-leveling cementitious topping as indicated below.
B. Acceptable Products:a. Ardex Inc. - K-15 Self-leveling Underlaymentb. W.R. Bonsal Co. - Self-leveling Underlayment
C. Surface Preparation:
1. Subfloors shall be solid, thoroughly cleaned, free from wax, grease, latex compounds, curing compounds, dust, and other similar foreignmatter.
2. Cracks and penetrations shall be patched to prevent seepage or leaking of topping.
3. Toppings shall not be applied over gypsum, asphalt, hot patches, waterbase adhesives, and most kinds of lightweight concrete.
4. Surfaces scheduled to receive underlayment topping shall be primed using a suitable primer, as recommended by underlaymentmanufacturer.
DIVISION 5 — METALS
05500 METAL FABRICATIONS
A. Submittals: Minimum of three (3) 3 1/2" x 12" samples of metals indicated in the finish schedule.
B. All cold rolled steel shall match Architects sample and be prepared in the following manner (this metal is highly reactive andmust be carefully cleaned and sealed. All work is to be performed while wearing rubber gloves or white cotton gloves to keepoils from hands away from metal):
1. Prepare surface with a light brushing to remove loose surface scale (leave most of scale on metal).
2. Clean carefully with an automotive metal conditioner (a degreasing agent). A clean rag must be used and changedfrequently to avoid accumulation of oil and grease on rag.
3. The metal is to be pickled.
4. Seal the metal with one mm thick of an matte finish automotive clear coat acrylic lacquer enamel.
5. All materials used must be approved by Architect prior to construction.
DIVISION 6 - WOODS AND PLASTICS
06200 FINISH CARPENTRY
A. Submittals:
1. Submit shop drawings and hardware catalog cuts of all millwork hardware for review by the Architect in accordance with therequirements of the Contract Documents. Shop drawings shall show the design and dimensions, and clearly indicate in large scale theconstruction of the various components, reinforcements, and all other pertinent data and information as required for construction. Anyvariation from the drawings must be clearly noted as a variation from the requirements. Fabrication of millwork shall not proceed untilshop drawings have been reviewed by the Architect.
2. The contractor shall submit a minimum of three (3) 12" x 12" samples of all millwork finishes (including stone and metal) for approval.The Architect shall retain two (2) samples of finishes for record and return a minimum of one sample to Contractor. In circumstances asappropriate, size of samples may be reduced if requested in writing by Contractor and approved by Architect prior to submission.Finishing of millwork shall not proceed until samples have been reviewed.
3. The Contractor shall provide the Architect with anticipated delivery date for all millwork. The Contractor shall continue to monitor inwriting the anticipated delivery dates until all finish materials have been received.
B. Verification of Existing Conditions:
1. Before proceeding with the millwork, the Contractor is to obtain field measurements, verify dimensions, and provide shop drawings anddetails to ensure an accurate fit. Any variance found in the field must be brought to the attention of the Architect prior to fabrication. It isthe responsibility of the Contractor to coordinate with the millwork subcontractor any revisions or clarifications issued by the Architect.
2. The Contractor shall provide field layout of all work and report any discrepancies to the Architect.
C. Execution of the Work:
1. The method of manufacturing, fabricating and installing millwork and equipment and its structural components defined in the ContractDocuments is representative and indicates design intent only. If the materials, details or dimensional properties are at variance with theContractor's or manufacturer's recommendations, alternate details will be considered for review when shop drawings are submitted inaccordance with the Contract Documents. It shall be the responsibility of the Contractor to guarantee that the millwork and equipmentwill have proper support, stability, and fault-free performance. All work shall conform to Architectural Woodwork Institute (AWI)standards for premium construction.
2. It is the intent of the Architect that the hardware represent the highest quality and lasting durability for its specific function. If, in theopinion of the Contractor, the hardware indicated on the drawings does not represent the above-stated intent, the Contractor shall notifythe Architect in writing with stated reasons and proposed substitutions.
3. Millwork indicated to have transparent finishes shall be constructed according to AWI standards for premium grade construction.
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
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CORE
dc.c
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I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
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i. Brite Vue Glass - Tot al Vision Concept Entrance Systemii. Guardian/Falconer - Designer Door Series; Type Aiii. Virginia Glass - VIR 92-01/02; Type AGA door
3. Glazing Channels:a. Top Channel: 1" x 2" no minalb. Bottom Channel: 1" x 1" nominalc. Finish: [Stainless Steel #4, satin brushed ] [Match BHMA #625 (US26)]
D. DOOR HARDWARE
1. Overhead Closers:a.Concealed overhead closers shall be hea vy duty, fully hydraulic, full rack and pinion action withadjustable sprin g power. Closers shall be sized in compliance with re quireme nts for accessibility forhandicapped a nd recommendations of manufacturer.
b. Acceptable Products:i. Dorma - RTS88ii. LCN - 6030 Series w/CP 150 pivotiii. Norton - 4900 Series w/490 pivot
OR1. Floor Closers:
a. Provide floor closers with separate valves to control closing, latching, and back che ck, complete withcement case, top pivot, botton arm, and finish plate. Closers shall be siz ed in c ompliance withrequirements for accessibility for handicapped and recommendations of manufacturer.
b. Acceptable Products:i. Dorma - BTS 75ii. Dor-O-Matic - 3300iii. Rixon - G5023-5025
2. Push/Pull Bars: Horizontal push bar/offset pull bar combinationa. Size: 1" diameterb. Projection: 2 1/2" nominalc. Offset: 2 1/4" (nominald. Mounting:
i. Pull Bar: 12" center to centerii. Push Bar: 33" center to center
e. Finish: [BHMA #630 (US32D)] [BHMA #625 (US26)]f. Acceptable Products:
i. Builders Brass Works - 2960ii. Hiawatha - 658B x 1081 LBPiii. Rockwood - 15847
2. Push/Pull Bars: Concealed panic devicea. Size: 1 1/4" diameterb. Finish: [BHMA #630 (US32D)] [BHMA #625 (US26)]c. Acceptable Product: Blumcraft - [H100-D]
E. INSTALLATION
1. All-Glass Entrance System:a. Install all-glass entrance system in compliance with manufacturer's instructions.b. Use a method of attachment to structure to permit sufficient adjustment to accommodate construction
tolerances and irregularities.c. Fit, a lign, and adjust door assemblies plumb and level, to provide a smooth operation.
4. Millwork covered in wood veneer or plastic laminate shall be fabricated and assembled by skilled workmen to the complete satisfactionof the Architect. Reinforcing as required to ensure a rigid and secure assembly shall be provided, even if not detailed on the drawings.Exposed surfaces shall be free from dents, tool marks, warpage, buckle, glue and open joints. All joint corners and miter connectionsshall be made tightly so that threads are entirely concealed. All exposed laminate joints shall be shown on shop drawings and reviewedby the Architect.
5. For millwork indicating plastic laminate exterior finished surfaces, provide white (or black) melamine as the interior cabinet and drawersurface finish (unless otherwise noted in the Drawings and details).
6. Install millwork to be plumb, level, true and straight with no distortions. Shim as required using concealed shims.
7. Scribe and cut Work to fit adjoining Work and refinish cut surfaces or repair damaged finish at cuts. Provide clear sealant at all joints.
8. Anchor millwork to built-in blocking or directly attach to substrate. Secure to grounds, strapping and blocking with counter-sunk,concealed fasteners and blind nailing as required for a complete installation.
9. The Contractor shall be responsible for making certain that millwork items are not delivered until areas are sufficiently dry so that themillwork will not be damaged by excessive changes in moisture content. All delivered units shall match the final approved shopdrawings and samples. Units which are marred, chipped or otherwise damaged shall be repaired or replaced as determined by theArchitect. Units shall be protected during shipment and installation. After installation of units in their proper location, all protection shallbe removed and all surfaces thoroughly cleaned to the complete satisfaction of the Architect. Surfaces shall then be recovered andprotected.
10. Repair or replace damaged or defective millwork wherever deemed necessary. If millwork cannot be adequately repaired, it shall bereplaced to the satisfaction of the Architect.
11. All standing and running trim pieces shall be plain sawn hardwood Grade I lumber to meet AWI requirements for Premium Grade.
DIVISION 8 — DOORS AND WINDOWS
08100 STEEL DOORS AND FRAMES
A. Submittals
1. Shop Drawings:a. Submit shop drawings that show elevations of each door design, door construction details, and methods of assembling sections,
hardware locations, and installation methods, dimensions, and shapes of materials, anchorage and fastening methods, door frametypes and details, wall opening construction details, and finish requirements.
b. Indicate location of each unit in Project.c. Shop drawings submittal shall be coordinated with shop drawings submission of related portions of Work, such as:
i.) Wood Doorsii.) Hardware
B. Quality Assurance
1. Qualifications:a. Single Source Responsibility:
i.) To greatest extent possible, frames, anchors, etc. shall be products of a single manufacturer or items standard withmanufacturer of hollow metal products.
ii.) Provide secondary materials which are produced or are specifically recommended by hollow metal products manufacturer toensure compatibility.
2. Certifications:a. Fire doors shall bear labels approved by Underwriters Laboratories, Inc or Warnock Hersey International. Provide fire rated doors
with a label permanently attached to either hinge stile or to top rail, showing testing agency approval for classification scheduled.
C. Hollow Metal Doors
1. Non-Rated Doors: Seamless hollow steel doorsa. Grade: SDI Grade II, Heavy Duty; Model 2b. Gauge: 18 gaugec. Core Material: Acoustical insulation at interior applications, thermal insulation at exterior applications.
2. Fire Rated Doors: Seamless hollow steel doorsa. Grade: SDI Grade II, Heavy Duty; Model 2b. Gauge: 18 gaugec. Core Material: Acoustical insulationd. Label: As indicated on Drawings.
D. Hollow Metal Frames
1. Non-Rated Frames:a. Gauge: 16 gaugeb. Frames over 4'-0" (1200 mm) wide: 14 gauge
2. Fire Rated Frames:a. Rated hollow metal frames shall follow same general criteria as indicated for non-rated units.b. Provide rated units in compliance with ASTM E152.c. Rated units shall bear UL label certificate indicated on Drawings.
E. Finishes
1. Shop Priming:a. Doors and frames shall be chemically treated to ensure maximum paint adhesion and coated, on exposed surfaces, with a rust-
inhibitive primer suitable as a base for finish paints.b. Apply primer of even consistency to provide a uniform finished surface. Allow to fully cure before shipment.
F. Frame Tolerances:
1. Squareness: +/- 1/16" (1.5 mm)a. Measured on a line 90 degrees from one jamb, at upper corner of frame at other jamb.
2. Alignment: +/- 1/16" (1.5 mm)a. Measured on jambs on a horizontal line parallel to plane of wall.
3. Twist: +/- 1/16" (1.5 mm)a. Measured at face corners of jambs on parallel lines perpendicular to plane of wall.
4. Plumbness: +/- 1/16" (1.5 mm)a.) Measured on jambs at floor.
G. Door Clearances Subject to +/- 1/32" (.08 mm) tolerance:
1. Head and Jambs: 1/8" (3 mm)
2. Undercut doors sufficiently to allow clearance above finish floors and where indicated on Drawings to allow for adequate air transfer.a. Where scheduled floor finish material is less than 1/2" (12 mm) thick, allow not more than 5/8" (16 mm) above top of substrate to
which it is applied.b. Where scheduled floor finish material is more than 1/2" (21 mm) thick, allow not more than 1/4" (6mm) above finish material.c. Where a threshold is used, allow not more than 1/4" (6mm) above threshold.
H. Adjustments
1. Prime Coat Touch-up:a. Sand smooth all rusted or damaged areas of prime coat and touch-up with compatible air-drying primerb. Touch-up areas shall not be obvious.
2. Final Adjustments:a. Check and re-adjust operating finish hardware just prior to final inspection and after painting hinges if hinges are indicated to be
painted.b. Remove and replace defective work.
08120 ALUMINUM DOOR FRAMESA. Submittals
1. Shop Drawings:a. Submit shop drawings that show elevations of frames, construction details, and methods of assembling sections, hardware
locations, and installation methods, dimensions, and shapes of materials, anchorage and fastening methods, wall openingconstruction details, and finish requirements.
b. Indicate location of each unit in Project.c. Shop drawings submittal shall be coordinated with shop drawings submission of related portions of Work, such as:
i.) Wood Doorsii.) Hardware
B. Extruded Aluminum Frames
1. Finish: Clear anodized
2. Products:a. Ragland Manufacturing Company, Inc. - RACO Classic Freestanding Seriesb. Avalon Dual Lock Partition System, Inc. - Eagle
C. Tolerances:
1. Squareness: +/- 1/16" (1.5 mm)a. Measured on a line 90 degrees from one jamb, at upper corner of frame at other jamb.
2. Alignment: +/- 1/16" (1.5 mm)a. Measured on jambs on a horizontal line parallel to plane of wall.
3. Twist: +/- 1/16" (1.5 mm)a. Measured at face corners of jambs on parallel lines perpendicular to plane of wall.
4. Plumbness: +/- 1/16" (1.5 mm)a.) Measured on jambs at floor.
D. Adjustments
1. Check and re-adjust operating finish hardware just prior to final inspection.
2. Remove and replace defective work.
08210 WOOD DOORS
A. Submittals
1. Shop Drawings:a. Submit shop drawings and schedules indicating location and size of each door.b. Indicate construction details, elevations, materials, thickness, door swing, stile and rail dimensions, undercuts, locations of finish
hardware by dimension and locations/details of openings and louvers and other pertinent data.c. Shop drawings submittal shall be coordinated with shop drawings submission of related portions of Work, such as:
i.) Hollow metal doors and framesii.) Hardwareiii.) Aluminum door frames
B. Quality Assurance
1. Single Source Responsibility:a. To greatest extent possible, wood doors shall be products of a single manufacturer.b. Provide secondary materials which are produced or are specifically recommended by manufacturer of wood doors to ensure
uniformity of quality and appearance throughout Project.
2. Regulatory Requirements:a. Comply with applicable provisions and recommendations of AWI for materials, fabrication, and machining of wood doors.
C. Manufactured Units
1. Solid Core Wood Doors: Flush slab; AWI 1300a. Grade: Premiumb. Core Materials: PC-5; Particleboard; ANSI A208.1, grade 1-LD-1c. Face Veneers: As indicated
D. Fabrication
1. General Requirements:a. Wood doors shall be machined by manufacturer for cutouts, hinges, locks, and hardware needing routing and mortising. Rabbeting
needed to properly hang doors shall be performed by manufacturer prior to finishing.b. Doors may, at Contractor's option, be completely pre-fitted for all hardware by door manufacturer.
2. Flush Slab Doors:a. Vertical and horizontal edges of solid core doors shall be bonded to core and then abrasively planed before veneering to ensure
minimal telegraphing of core part through veneers.b. Provide doors with 1 3/4" (45 mm) minimum thickness, 2--ply stile and rail edges outer ply of same wood species as face veneer;
inner ply mill option.c. Glue lines between face and frame, and between plies of face shall be Type II rigid set adhesive.
E. Finishes
1. Painted Doors:a. Doors shall be factory primed for paint six sides. Sanding of prime coat shall be done in field just prior to application of field applied
paint.
F. Fabrication Tolerances
1. Size:a. Thickness: +/- 1/16" (1.5 mm)
ii.) Length: +/- 1/16" (1.5 mm)iii.) Standard Widths: +/- 1/16 (1.5 mm)iv.) Pre-fit widths: +/- 1/32" (0.8 mm)
b. Factory Hardware Preparation: Comply with tolerances indicated on hardware templates.c. Warp shall be measured as a distortion in door itself, and shall not refer to door in relation to frame or jamb in which it is hung.
Warp shall not exceed 1/4" (6 mm) in plane of door itself.
G. Installation
1. General Requirements:a. Hand doors to operate freely, but not loosely, and free from rattling when in latched position. Door shall be free from hinge bound
conditions, sticking or binding with hardware properly adjusted and in functioning order.b. Align doors to frame for proper fit and uniform clearance. Fit doors tightly against stops. Doors which are warped, twisted, or
which are not in true plane shall be removed and replaced at no additional cost to Owner.c. Trim door width by cutting equally on both jamb edges. Seal cut surfaces after fitting and matching.d. Trim door height by cutting equally from top and bottom edges to a maximum of 3/4". Seal cut surfaces after field cutting with oil
base paint, lacquer, or varnish.e. Surface mounted hardware items on solid core doors shall be applied with sheet metal screws in pilot drilled holes.f. Provide threaded-to-head wood screws for fastening hardware.g. Pilot holes shall be drilled for screws attaching hinges, lock hardware and other devices to wood doors. Pilot holes shall not exceed
90% of root diameter of screw.
2. Hanging Tolerances:a. Space between head and jamb and door shall be no more than 1/8" (3 mm).b. Doors shall not extend beyond 1/16" (1.5 mm) from face of jamb, nor more than 1/8" (3 mm) behind jamb face.c Diagonal Distortion (Warp): 1/4" (6 mm) maximum
i.) Tolerance shall be measured with a straight edge or taught string, corner to corner, over an imaginary 36" x 84" (900 mm x2100 mm) surface area.
d. Vertical Distortion (Bow): 1/4" (6 mm) maximumi.) Tolerance shall be measured with a straight edge or taught string, top to bottom, over an imaginary 36" x 84" (900 mm x 2100
mm) surface area.e Width Distortion (Cup): 1/4" (6 mm) maximum
i.) Tolerance shall be measured with a straight edge or taught string, edge to edge, over an imaginary 36" x84" (900 mm x 2100mm) surface area.
f. Undercut doors sufficiently to allow clearance above finish floors and where indicated on Drawings to allow for adequate airtransfer.i.) Where scheduled floor finish material is less than 1/2" (12 mm) thick, allow not more than 5/8" (16 mm) above top of substrate
to which is applied.ii.) Where scheduled floor finish material is more than 1/2" (12 mm) thick, allow not more than 1/4" (6 mm) above finish material.iii.) Allow not more than 1/4" (6mm) above threshold.
H. Adjusting
1. Adjust and check each door to ensure proper operation and function.
2. Replace or rehang doors which are hinge bound and do not swing or operate freely. Replace or rehang doors which are warped,twisted, or which are not in true planes.
3. Replace prefinished doors damaged during installation.
SECTION 08450 - ALL-GLASS ENTRANCES
A. SUBMITTALS
1. Product Data:a. Submit manufacturer's literature describing products to be provided.
2. Shop Drawings:a. Submit shop drawings for systems. Show anchorage, field connections, and glazing for component parts and prepare coordination
details for entire system including framing and bracing to structure.b. Shop drawings shall show scale elevations and sections. Full size sections shall be shown only when needed for clarity.
3. Samples:a. Submit 2 samples of finished metal materials:
i. Extrusions: 12" lengthsii. Sheet or Plate Materials: 6" squares
b. Submit 2 samples of glass.i. Sample Size: 12" x 12"
4. Quality Assurance Submittals:a. Certificates:
i. Provide certification by Safety Glazing Certification Council that safety glazing materials meet specified requirements.ii. Provide certification of Heat Checking of tempered glass.
5. Contract Close-out Submittals:a. Submit instructions to be followed in cleaning and maintaining components of system. Include a copy of instruction in Operation and
Maintenance Data Manual.
B. QUALITY ASSURANCE
1. Regulatory Requirements:a. Provide glazing at Hazardous Locations as determined by CPSC 16 CFR 1201. Glazing shall be in compliance with Consumer
Product Safety Act and shall have been tested and labeled.b. Safety glazing shall conform to requirements of ANSI Z97.1.
C. MATERIALS
1. Glass: Tempered; ASTM C1048a. Classifications: ASTM C1036; Type 1, class 1, quality q3b. Thickness: 1/2"c. Color: Clear
2. Rail Fittings:a. Top Rail: 1 3/4" x 4" nominalb. Bottom Rail: 1 3/4" x 4" nominalc. Finish: [Stainless Steel #4, satin brushed] [Match BHMA #625 (US26)]d. Acceptable Products:
i. Blumcraft - 640Cii. Brite Vue Glass - Frameless Door Entrance Systemiii. Guardian/Falconer - Standard 4" Door Rail; Type P dooriv. Virginia Glass - VGS 60-55; Type P door
OR2. Patch Fittings:
a. Top Corner Patch: 2" x 6 1/2" nominalb. Bottom Corner Patch: 2" x 6 1/2" nominalc. Finish: [Stainless Steel #4, satin brushed] [Match BHMA #625 (US26)]d. Acceptable Products:
ii. Door Sills: 1/4"iii. Butt Glazing Joints: 3/8", except between sidelights and glass transoms, which shall be 1/8"
08700 HARDWARE
A. Product Data:
1. Submit manufacturer's literature describing products to be provided.
B. Shop Drawings:
1. Submit a minimum of 3 copies of hardware schedule. Indicate location of hardware set, cross-referenced to indications on Drawings,manufacturer's name and product number, finish, and other similar information describing hardware to be provided.
C. Regulatory Requirements:
1. Federal Accessibility Regulations:a. Americans with Disabilities Act - ADAb. Uniform Federal Accessibility Standards - UFAS
2. National Fire Protection Association:a. NFPA 80 Standard for Fire Doors and Windowsb. NFPA 101 Life Safety Codec. NFPA 105 Smoke- and Draft-Control Door Assemblies
D. General Requirements:
1. Items of hardware not definitely specified, but needed for satisfactory installation of hardware shall be provided. Such items shall be oftype and quality suitable for service needed and comparable to adjacent hardware.
2. Doors with locksets shall be furnished with non-removable pins hinges.
3. Securely install finish hardware items in compliance with accepted schedule and templates furnished with hardware.
4. Install locksets, surface mounted closers, and trim after finishing of doors and frames is complete.
5. Verify keying requirements with Owner. Furnish 2 keys per lock with a maximum of 8 keys per keyed alike set.
6. Before final completion, adjust hardware so that doors operate in perfect order. Test and adjust hardware for quiet, smooth operation, freeof sticking, binding, or rattling. Adjust closers for proper, smooth operation.
7. At final completion, properly tag and identify keys and deliver to Owner.
DIVISION 9 — FINISHES
09000 GENERAL FINISH NOTES
A. Submittals:
1. The Contractor shall submit a minimum of three (3) 12" x 12" square samples of each scheduled finish for review by the Architect. TheArchitect shall retain two (2) samples of finishes for record and return a minimum of one sample to Contractor.
2. The Contractor shall advise the Architect of locations of changes in dye lots, batches or similar color shifts.
B. Quality Assurance:
1. Before proceeding with procurement of finishes, the Contractor shall field verify dimensions to assure that sufficient quantities ofmaterials are ordered to complete the work.
2. The Contractor shall refer to the Drawings for specific locations of finishes. Should the Contractor find any discrepancies, omissions,ambiguities or conflicts on the plans, the Contractor shall bring the item(s) to the attention of the Architect for direction, before orderingmaterials or proceeding with any work in question.
3. Finishes to be installed in strict accordance with the manufacturer's specifications and instructions and in a manner consistent with thehighest quality standards of workmanship.
4. Where there is a question as to the acceptable level of quality for the installation of any materials, the Architect shall act as mediator.
5. Upon receipt from the manufacturer, inspect materials for defects, flaws, shipping damage, correct color and pattern. Prior to beginningwork, damaged or wrong materials shall be returned to the manufacturer for immediate replacement to prevent delays in the completionof the work.
6. Compliance with the manufacturer's requirements for handling, storage, installation and protection is the exclusive responsibility of theContractor.
7. Finishes shall extend over, under and/or behind any item of built-in millwork, equipment, mirrors, etc., as indicated on the drawings.
09250 GYPSUM BOARD
A. General
1. The Contractor shall notify Architect of date for partition layout. Layout shall be reviewed by Architect prior to construction.
2. All gypsum board installation shall be done by a qualified installer with experience in commercial applications similar in scope to thisproject.
3. Gypsum board installation shall conform to ASTM C840, the recommendations of the Gypsum Association, the specificrecommendations of the manufacturer, and the requirements of the UL Fire Resistance Directory (at fire rated partitions)
4. At areas where existing partitions are indicated to remain, repair and prepare existing gypsum board surface to accept new finish.Quality of repaired and prepared surface of existing partition shall be equal to that of newly constructed partitions.
B. Metal Framing
1. Installation of metal framing for interior gypsum board shall conform to ASTM C754.
2. Metal stud gauge for partitions shall be 25 gauge minimum unless noted otherwise. Metal studs at fire rated partitions shall be 20 gaugeminimum.
3. Metal stud framing shall conform to ASTM C754 as follows:
StudDepth GWB layers Max height* Stud spacing each side L/240 @ 5 lbs/sf on center
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* The use of these tables shall be limited to applications involving simply supported conditions. Where studs are braced at or belowmaximum stud height ( by suspended ceiling or separate bracing), the overall height may be increased by 50%.
4. Metal runners shall correspond in size and gauge to metal studs. Metal runners shall be continuous and attachment shall be at 24" oncenter unless noted otherwise.
5. Metal furring shall be spaced at 24" on center unless noted otherwise.
C. Fire Rated Gypsum Board Partitions
1. Fire rated partitions shall conform to UL design number indicated. Refer to UL Fire Resistance Directory - Volume I (latest edition) foradditional information.
2. All Mechanical, Electrical, and Plumbing penetrations in fire rated partitions shall be sealed at their perimeter with approved fire ratedsealer.
D. Sound Rated Partitions
1. Sound rated partitions shall conform to ASTM E497, Standard Practice for Installing Sound-Isolating Lightweight Partitions.
2. All Mechanical, Electrical, and Plumbing penetrations in sound rated partitions shall be sealed at their perimeter with approvedacoustical sealer.
E. Gypsum Board Finish Notes
1. Gypsum board shall be installed and finished to within 1/4" of floor slab.
2. All Gypsum board panel joints, joints to existing construction, edge trim, corner beads, and pre-formed reveals shall be tapped, beddedin joint compound, and sanded smooth with no visible joints. Provide proper backing for all reveals as recommended by manufacturer.
3. Outside corners of gypsum board shall have metal corner beads (screwed type), unless noted otherwise.
4. Metal edge trim shall match USG #200B series and shall be in sizes corresponding to gypsum board thickness.
5. Alignment of door heads and other critical horizontal elements shall be maintained at a constant level relative to the ceiling plane, andshall not follow variations in floor plane.
6. Partition types above door are to be same as the adjacent partitions unless noted otherwise.
7. Align face of partitions with face of adjacent column unless noted otherwise.
8. Provide additional studs as required to achieve outlet groupings. Coordinate with engineering drawings.
F. Blocking
1. Wood blocking shall be fire retardant treated (FRT). Install wood blocking as required in partitions at wall hung shelving, cabinets,artwork, toilet partitions and accessories, etc. Verify blocking requirements with millwork subcontractor and review with the Architect foracceptance prior to installation.
09300 TILE
A. Submittals
1. Tile samples indicating all sizes, shapes, and colors.
2. Grout color
B. Installation method
1. Floor surfaces: Tile Council of America installation # F113-96, dry-set mortar or latex-Portland cement mortar.
2. Vertical surfaces: Tile Council of America installation # W242-96, thin set organic adhesive.
C. Prepare the existing base building slab prior to installation of tile. All surfaces shall be sealed, sized or properly prepared per manufacturer'sspecifications and recommendations. The Contractor shall flash patch all uneven floor slab surfaces in order to provide a flat, smooth andcontinuous floor surface.
D. Install white marble threshold at doors that define transitions between ceramic tile and other floor finishes. Threshold shall be shaped tomeet ADA requirements.
09510 ACOUSTICAL CEILINGS
A. Submittals
1. Submit a minimum of three samples of the following:a. Acoustical ceiling panels: 6" x 6" minimumb. Suspension system components: 12" in length
B. Quality Assurance
1. To the greatest extent possible, materials, including exposed wall moldings, suspensions systems, and accessories, shall be products ofa single manufacturer or items standard with manufacturer of acoustical ceiling panel units.
C. Materials
1. Suspension system: ASTM C635a. Grid Components:
i.) Exposed Tee: Die cut and interlockingii.) Wall Moldings: Hemmed angleiii.) Face dimension: 15/16"iv.) Finish: Baked polyester paintv.) Color:
1.) White at locations with acoustical ceiling panels2.) Black at locations with open grid
b. Acceptable Products:i.) Armstrong - Prelude XL Exposed Tee Systemii.) USG Interiors - DX Grid System
2. Acoustical Ceiling Panels: ASTM E1264a. Size: 24" x 24"b. Thickness: 3/4”c. Edge: Beveled tegular lay-ind. Color: Whitee. Acceptable Products:
i.) Armstrong - Angled Tegular Cirrusii.) USG Interiors - Eclipse Tapered
D. Installation
1. Grid System:a. Install grid system in compliance with ASTM C636, manufacturer's instructions, and as supplemented in this section.b. Install grid system in a true, even plane and in straight courses as indicated on Drawings and accepted shop drawings.c. Coordinate and fit ceiling components to grilles, lighting fixtures, and other related items. In determining location and spacing of
hangers and primary runners, take into consideration weight of grilles, light fixtures, etc., that are to be installed in conjunction withacoustical ceilings.
d. Provide stabilizer bars, clips, splices, and edge moldings needed for a complete installation.e. Hang grid system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible
displacement of face plane of adjacent members.f. Where ducts or other equipment prevent regular spacing of hangers, reinforce nearest affected hangers and related carrying
channels to span extra distance.g. Do not support components on main runners or cross runners if weight causes total dead load to exceed maximum deflection
limitations. Support fixture loads by supplementary hangers located within 6" (150 mm) of each corner; or support componentsindependently.
h. Do not eccentrically load system, or produce rotation of runners.
2. Moldings and Trima. Install wall moldings at intersection of suspended ceiling and vertical surfaces, using longest practical lengths. Provide moldings at
junctions with other interruptions and as needed to cover edges of acoustical ceiling panels.b. Attach moldings and trims with screws spaced not more than 16" (400 mm) on center and within 3" (75 mm) of ends of each piece
being installed.c. Moldings and trim shall be level with suspension system and within tolerances specified for suspension system.d. Miter corners and align butt joints where wall moldings intersect to form tight, hairline joints.e. Face riveting of moldings and trim shall not be acceptable.
3. Tolerancesa. Deflection of grid components shall not exceed 1/360 of span.b. Variation from Flat and Level Surface: 1/8" (3 mm) in 10 feet (3000 mm) maximum.c. Variation from Plumb of Grid Members: 2 degrees maximum; caused by eccentric loads.
E. Adjusting and Cleaning
1. Follow grid system manufacturer's recommendations for methods and materials to clean and touch-up exposed components.
2. Replace components which are discolored or damaged in any way, in a manner which results in grid system showing no evidence ofreplacement work.
09650 RESILIENT FLOORING
A. Submittals:
1. Vinyl composition tile sample.
2. Black resilient transition/reducer strip (provided at changes in flooring).
3. Vinyl cove and straight base.
B. Prepare the existing, base building slab prior to installation of the scheduled flooring. All surfaces shall be sealed, sized or properly preparedper manufacturer's specifications and recommendations. The Contractor shall flash patch all uneven floor slab surfaces in order to provide aflat, smooth and continuous floor surface.
C. VCT shall be laid in straight grid (not basket weave) direction. Refer to drawings for color patterns and direction.
D. 2 1/2" cove base shall be used at all VCT locations. 2 1/2" straight base shall be used at carpet locations unless noted otherwise. TheContractor shall use inside and outside corners and end stops for all areas specified. Use roll goods only. No seam shall occur within 6" ofan outside corner.
E. Install black resilient transition/reducer strip between VCT and other floor finishes.
09680 CARPET
A. Submittals
1. Shop Drawings:a. Clearly indicate locations of seams, methods of joining seams, direction of carpet, type of adhesive to be used, method of
integrating resilient trim with carpet, and installation procedures.
2. Samples:a Submit a minimum of three samples of each carpet to be used, sufficiently sized to clearly indicate construction, but not less than
12" x 12".b. Submit samples, 12" long, of moldings and trims.
B. Project Conditions
1. Field measurements:a. Verify dimensions in field that may affect installation. Installer shall be responsible for accuracy of measurements of total yardage,
individual floor yardage requirements, dye lot yardage placement, extra yardage for pattern matching, and roll length requirements.
2. Surface Preparation:a. Clean floors of dust, dirt, solvents, oil, grease, paint, plaster, and other substances which could be detrimental to proper
performance of adhesive and carpet. Allow floors to thoroughly dry.b. Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects, using subfloor filler compatible with
carpet and adhesives.c. Use an approved cementitious filler to patch cracks, small holes, and for leveling. Do not use gypsum-based leveling and patching
materials.
C. Installation
1. General Requirements:a. Check matching of carpet before installing and ensure there is no visible variation between dye lots.b. Do not place heavy objects such as furniture on carpeted surfaces for a minimum of 24 hours or until adhesive has set.c. Entire carpet installation is to be laid tight and flat to subfloor, well fastened at edges, and present a uniform pleasing appearance.
Ensure a monolithic color, pattern and texture match within area.
2. Layout:a. Lay carpet on floors with pile in same direction of anticipated traffic. Do not change run of pile in one room.b. Fit carpet neatly and snugly around projections through floor and to walls and other vertical surfaces with no gaps.
3. Transitional Moldings and Trim:
a. Install resilient trim where carpet terminates at other floor coverings, or at carpet termination that does not abut a vertical surface.Use full length pieces only. Butt tight to vertical surfaces. Where splicing cannot be avoided, butt ends tight and flush.
D. Protection
1. If needed to protect finished installation from dirt or paint, or if additional work is to be done after installation, cover carpet with a non-staining building material paper. Plastic sheeting shall not be used over carpet installation.
2. Protect installation from rolling traffic by using sheets of hardboard or plywood in affected areas.
3. Traffic over adhesive applications shall be restricted for a minimum of 24 to 48 hours to allow proper adhesive cure.
4. Temperature of carpeted areas shall not fall below 50 degrees F, regardless of age of installation.
09715 STRETCHED FABRIC PANEL SYSTEM
SUBMITTALS
A. Product Data:
1. Submit manufacturer's literature describing products to be provided.
B. Shop Drawings:
1. Submit scaled shop drawings showing arrangement of panel joints, thickness, locations of seams, methods of joining seams, direction offabric, and other similar detailed information necessary to fully describe installation.
C. Samples:
1. Submit a minimum of 3 samples as follows:a. Each type mounting channelsb. Each type fabric facingc. Each type core material
2. Sample Size: 12" x 12” or 12" in length as appropriate to material
D. Quality Assurance Submittals:
1. Test Reports:a. Submit test reports for stretched fabric panel system prepared by an independent testing laboratory indicating full compliance with
both acoustical and fire resistance performance requirements.i) Fire ratings shall be for a complete assembly, including perimeter and intermediate longitudinal or butt joint framing extrusions,
core material, and fabric covering.b. Submit test reports for fabric covering prepared by an independent testing laboratory indicating compliance with specified fire
resistance performance requirements.
PROJECT CONDITIONS
A. Environmental Requirements:
1. Maintain ambient temperature and humidity within spaces to receive stretched fabric panel system at levels indicated for finalacceptance. Levels shall be maintained continuously from at least 48 hours prior installation until space is turned over to Owner.
MATERIALS
A. Stretched Fabric Panel System:
1. Stretched fabric panel system shall consist of continuous perimeter and mid-wall rigid polymer extrusions applied directly to substrate.Hinged type extrusions shall not be acceptable. Prefabricated panels do not satisfy intent of this specification.a. Panel Size: As indicated on Drawingsb. Edge Configuration: Squarec. Mid-Wall Configuration: Butt joint
2. Acceptable Product: Novawall
B. Core Materials:
1. Acoustical Core: Semi-rigid fiberglass boarda. Density: 6 pcf.b. Thickness: 1" [2"] [1/2"] nominalc. Noise Reduction Coefficient; determined by ASTM C423: 0.65 [0.95] [0.55] minimum
2. Tackable Core: Mineral fiberboarda. Density: 24 pcf.; ±2 pcf.b. Thickness: 1/2"
3. Fire Resistance: ASTM E84, NFPA 255, or UL 723a. Complete panel assembly, including framework, mid-wall support, mounting devices, core, and fabric shall have a Class A rating.
i) Flame Spread: 25 or lessii) Smoke Developed: Not to exceed 450
C. Fabric Facing:
1. Flammability: Class A; ASTM E84, NFPA 255, or UL 723
2. Selections: Refer to Schedule of Finishes
INSTALLATION
A. Stretched Fabric Panel System:
1. Install system in strict compliance with shop drawings and manufacturer's instructions.
2. Visible surfaces shall be fully covered and free from wrinkles, sags, blisters, and foreign matter.
3. Core materials shall be installed in a continuous manner, flush and level with framework. Core materials shall not telescope throughface of fabric.
4. Panel joints shall be tight, straight, true, plumb, and in proper relation to building lines without ripples, waviness, and "hourglass" effects.
5. Facing fabric shall be stretched over system, leaving fabric floating above core surface. Fabric facing application shall not utilizeadhesives, nails, tacks, screws, or tapes.
6. Install fabric with warp and weft threads plumb, level, and true. Patterns, textures, and grain of fabric shall be aligned and matched atseams. Throughout entire seam, join wall panels without distortion to geometry of fabric or pattern.
7. Seaming of fabric shall not be allowed.
8. System shall allow for removal and replacement of fabric facing from individual panels. Removal of fabric shall provide access tosurface behind fabric, without dismantling, removal, or replacement of mounting extrusions.
9. Provide FRT wood blocking behind fabric and flush with core material as required for attachments or artwork and as indicated ondrawings.
09900 PAINTING
A. Submittals
1. Provide a minimum of three 12” x 12” samples for each color and each finish indicated in the finish schedule.
B. Products
1. See finish schedule for manufacturers, colors and finishes.
C. Execution
1. General:a. Prior to paint application, the Contractor shall schedule a review of final paint color locations with the Architect in the field.b. See finish plan and interior elevations for specific locations of paint colors and finishes.c. Where paints of two different types or colors abut, the seam shall be on an inside corner only.d. Final coat of paint shall be roll applied at all GWB surfaces.
2. Preparation:a. Remove blistered, peeling and scaling paint or chalk deposits to sound substrates.b. Completely remove sealants or caulking.c. Dull glossy surfaces.d. At metal surfaces, remove rust, oil, grease and other contaminants harmful to painting. Sand clean and spot prime.e. At GWB surfaces; repair surface defects with joint compound, fill flush and sand smooth. Clean surfaces of dust, grease and dirt.f. At wood surfaces; sand smooth and remove dust. Countersink nails and fill nail holes, cracks and open joints with putty or wood
filler.
3. Application (unless noted otherwise):a. At GWB surfaces: One (1) primer coat: Vinyl acrylic primer sealer. Two (2) finish coats: Vinyl acrylic latex; eggshell finish @ walls, flat @ ceilings.
b. At interior wood surfaces to be painted: One (1) primer coat: Alkyd enamel underbody. Two (2) finish coats: Vinyl acrylic latex semi-gloss enamel.
c. At interior metal surfaces to be painted: One (1) primer coat: Rust-inhibiting alkyd primer. Two (2) finish coats: Alkyd gloss enamel.
4. Clean-up:a. The Contractor shall provide one final touch-up of paint surfaces after the Owner has moved into the space.
DIVISION 12 - FURNISHINGS
12490 - WINDOW SHADES
SUBMITTALS
A. Product Data:
1. Submit manufacturer's literature describing products to be provided.
B. Samples:
1. Submit minimum of 3 samples of each shade fabric. Sample Size: 6" x 6"
MANUAL CHAIN SHADESA. Acceptable Manufacturers:
1. Direct Path Corp. - Nysan Shading Systems
2. MechoShade Systems Inc.
B. Manual Chain Operator: Unitized premoulded construction
1. Mounting Brackets: L shaped steela. Size: 2 7/8" x 3"
2. Drive Chain: #10 stainless steela. Strength: 90 lbs. test
C. Shade Tube Assembly: Extruded aluminum tube
1. Size: 1 3/8" diameter
2. Finish: Anodized; clear
D. Aluminum Fascia: Extruded aluminum; 6063-T5 alloy
1. Size: 3" x 2" nominal
2. Thickness: 1/16"
3. Finish: Match adjacent window framing
F. Shade Fabric: PVC coated fiberglass fabric
1. Selections: Refer to Schedule of Finishes
2. Fire Performance Characteristics: NFPA 701; pass
D. Manual Chain Operator:
1. Unitized premoulded construction, shipped completely assembled from factory requiring only a few on-site adjustments to install.
2. Chain operator assembly shall be set for travel length of shade, on-site without disassembly of hardware.
3. Drive chain shall be #10 stainless steel, strength for 41 kg (90 lb.) test; Manufactured with precise automatic braking system, toeliminate breakage of chain under normal usage.
4. Shade shall not be operable by pulling hem bar downward.
FABRICATION
A. General Requirements:
1. Shading system components shall be manufactured and assembled to allow for custom installation techniques to suit Project conditions.
2. Finished assemblies shall be, square, true to size and free from distortion, twist, or other defects that could effect their strength,operation or appearance.
3. Fabric shall be colorfast , and retain its shape, and shall not be affected by moisture or heat. Cut fabric to eliminate glare andreverberation from shining surfaces maintaining exterior view. Top of fabric shall be retained in recessed spline of shade roller; bottomof fabric shall be retained in extruded hem bar.
4. Fasteners shall be non-corrosive type, suitable for intended application.
B. Aluminum Fascia:
1. Fascias shall be custom designed closures to fit onto premoulded end mounting brackets without exposed fasteners.
D. Shade Fabric:
1. Top of fabric shall be retained in recessed spline of shade roller; bottom of fabric shall be retained in extruded hem bar, without exposedfasteners.
E. Hem Bar:
1. Bar shall be shaped steel profile, engineered to weight requirements, insert in welded hem bar pocket and closed ends, to maintainbottom of shade fabric straight and flat.
INSTALLATION
A. General requirements:
1. Make accurate measurements of site conditions before fabrication. Check layout of glazing framing sections, spans, and loadingcapabilities.
2. Shades shall be install by manufacturers' skilled installers in strict compliance with manufacturers' recommendations.
3. Shades shall be installed plumb, square, and rigidly coupled, adequately anchored. Maintain uniform clearances, accurate alignmentlevels and parallel installation with window plane.
4. Install tube with shade fabric already attached. Shade fabric shall be pre-measured and manufactured off-site.
5. Adjust shades and operating components as needed to ensure smooth and trouble free operation without binding. Fabric shall hang flatwithout buckling or distortion. Replace units or components which cannot be adjusted to hang properly or operate smoothly.
DIVISION 16 — ELECTRICAL(Note: Refer to engineering drawings for complete electrical specifications.)
16050 BASIC MATERIALS
A. Electrical receptacles shall be Decora by Leviton (800-323-8920). Color shall be black except for receptacles ondedicated circuits which shall be gray and isolated ground receptacles which shall be orange. Receptaclefaceplates shall be stainless steel with a satin or brushed finish.
B. Switches shall be Decora by Leviton (800-323-8920). Color shall be black. Switch faceplates shall be stainlesssteel with a satin or brushed finish.
C. Dimmers shall be Decora by Leviton (800-323-8920) or visually match Decora style. Dimmers shall be compatiblewith light fixtures and ballasts. Color shall be black. Faceplates shall be stainless steel with a satin or brushedfinish where possible - faceplates shall match dimmer at other locations.
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
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THE DISTRICT OF COLUMBIA
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CSYMBOL LEGEND
DRAWING INDEX
VICINITY MAPABBREVIATIONSJAN JanitorJST JoistJT JointKIT KitchenLAV LavatoryLEV LevelLH Left HandLT LightLTG LightingMAS MasonryMATL MaterialMAX MaximumMDO Medium Density OverlayMECH MechanicalMEMB MembraneMEZZ MezzanineMFR Manufacturer('s)MIN MinimumMISC MiscellaneousMLDG MoldingMO Masonry OpeningMTL MetalMTD MountedMTG MountingMW Microwave OvenN NorthNIC Not in ContractNO Number# NumberNTS Not to ScaleOA OverallOD Outside DiameterOC On CenterOFF OfficeOPNG OpeningOPP OppositeP PolePART Partition
CS Cast StoneCSK CountersinkCT Ceramic TileCTR CenterCTRD CenteredCW Cold Water
1X One-inch nominal thickness2X Two-inch nominal thickness@ AtABV AboveAC Air ConditioningACOUS AcousticalACT Acoustical Ceiling TileADJ Adjacent, AdjustableAFF Above Finish FloorALT AlternateALUM AluminumANCH AnchorANOD AnodizedAPPROX ApproximateASSY AssemblyAVG AverageBD Board (or Bead, if applicable)BTWN BetweenBLDG BuildingBLKG BlockingBLT BoltBM BeamBOT BottomBRG BearingBRK BrickBSMT BasementBYD BeyondCAB CabinetCEM CementCER CeramicCJ Control JointCLO ClosetCLAD'G CladdingCLG CeilingCLR ClearCMU Concrete Masonry UnitCOL ColumnCONC ConcreteCONST ConstructionCONT ContinuousCONT'R ContractorCPR CopperCPT CarpetCORR Corridor
DBL DoubleDEMO Demolish, DemolitionDET DetailDF Drinking FountainDG Double GlazedDIA DiameterDIM DimensionDN DownDS DownspoutDW DishwaherDWG DrawingE EastEA EachEJ Expansion JointELEC Electric(al)ELEV ElevationEMER EmergencyEP Energy PanelEQ EqualEQUIP EquipmentETR Existing to RemainEWC Electric Water CoolerEXIST ExistingEXH ExhaustEXP Expansion, ExposedEXT ExteriorFA Fire AlarmFBO Furnished by OwnerFD Floor DrainFDTN FoundationFE Fire Extinguisher CabinetFF Finish Floor
PERIM PerimeterPG
FGLAS FiberglassFIN FinishFIX FixtureFLASH FlashingFLR FloorFLUOR FluorescentFOM Face of MasonryFOS Face of Structure(or Face of Stud,
where applicable)FRTFRMG FramingFT FeetFTG FootingFURN FurnitureFURR FurringGA GaugeGALV GalvanizedGB Grab BarGC General ContractorGFI Ground Fault InterrupterGL GlassGWB Gypsum Wall BoardGYP GypsumHB Hose BibHC Hollow CoreHD HeadHDBD HardboardHDR HeaderHDWR HardwareHDWD HardwoodHORIZ HorizontalHT HeightHTR HeaterHVAC Heating/Ventilation/Air-ConditioningHW Hot WaterIG Isolated GroundIN InchINCL Include(d)INSUL InsulationINT Interior
Paint GradePL PlatePLAM Plastic LaminatePLAS PlasterPLEX PlexiglassPLMB PlumbingPLYWD PlywoodPMVT PavementPOLY Polyethylene
TBS To Be SpecifiedTEL TelephoneTEMP TemperatureTHK ThickTLT ToiletTO_ Top of (----)TRTD TreatedTYP TypicalUL Underwriters Laboratories, Inc.UNO Unless Noted OtherwiseUON Unless Otherwise NotedUTIL UtilityV Volt
VB Vapor BarrierVCT Vinyl Composition TileVENT Ventilate(-or)VIF Verify in FieldW WestWC Water ClosetWD WoodWDW WindowWF Wide FlangeWH Water HeaterWP WaterproofingWS Weather StrippingW/ WithW/O WithoutWT WeightWWM Welded Wire Mesh
PR PairPSF Pound Per Square FootPSI Pound Per Square InchPT Pressure TreatedPTD PaintedPVC Polyvinyl ChlorideQT Quarry TileQTY QuantityR Riser(s);RadiusRO Rough OpeningR= RadiusRAD RadiusRDG Removable Double GlazingRECPT ReceptacleREF RefigeratorREG RegisterREINF ReinforcingREPL Replace(ment)REQ;REQ'D RequiredRESIL ResilientREV RevisionRM Room
S Shelf;ShelvesS4S Surface Four SidesSC Solid CoreSCHED Schedule(d)SDG SidingSECT SectionSG Single GlazedSHT SheetSHTG SheathingSIM SimilarSMSPEC SpecificationSQ SquareS. STL Stainless SteelST StreetSTD StandardSTL SteelSTOR StorageSTRUC StructureSUBFL SubfloorSURF SurfaceSUSP SuspendT Tread(s)T&G Tongue and Groove
Fire Retardant Treated
Smooth Lumber Molding Desig.
1
12
2A2.0
34
A2.1
Hardware set1A
A2.0
Door type
Equipment Designation
Sheet Number
Elevation Number
Sheet NumberInterior Elevation-PlanElevation Number
Exterior Building Elevation
Metal (See material designation &schedule for type)
Earth
Concrete
Gravel
Brick
Concrete Masonry Unit
Cut Stone
Glass
GWB (Large scale)
Medium Denisty Overlay (MDO) Board/Oriented Strand Board (OSB)
1
2
Partition type
2A2.0
2
Section Number
Sheet NumberBuilding Section
A0.3
Office001
Room NameRoom Number
Detail NumberDetail-Section
Sheet Number
Sheet NumberDetail-PlanDetail Number
1 Window Designation
1
Sheet or Work Note
CL Centerline
Alignment with Established Element
+ 32.16' Elevation above grade – BuildingSection or Building Elevation
Elevation above finished floor –Plans
8'-6"
Revision Cloud and Marker
1
Existing to remain
Existing relocatedR
E
Carpet
Insulation (Loose or Batt)
Wood – Finished
Insulation (Rigid)
Plywood
Lay-in Ceiling Tile (Acoutical Panels)
Wood Blocking/ Shim
Wood Blocking – Continuous
RL Ridge Line
VL Valley Line
PROJECT INFORMATION
ARCHITECTURAL
EGRESS DIAGRAM
ActualCapacity
xxxxEGRESS LEGEND
M0-1 DATA SHEETM0-2 DEMO PLANM1-2 MECHANICAL FLOOR PLANE0-1 DATA SHEETE1-2 POWER PLANE1-3 LIGHTING PLAN
MECHANICAL / ELECTRICAL
1
1
1
16/
19/0
6Ad
dend
um 0
1
2
2
2
2
2
22
22
2
2
2
Adde
ndum
02
9/01
/06
A0.1 SPECIFICATIONSA0.2 SPECIFICATIONSA0.3 SPECIFICATIONSA0.4 PROJECT INFO, DRAWING INDEXA0.5 DOOR TYPES / HARDWARE SCHEDULEA0.6 PARTITION TYPES
D1.1 DEMOLITION PLAND1.2 DEMOLITION RCP
A1.1 CONSTRUCTION PLANA1.2 FIXTURE / MILLWORK PLANA1.3 POWER / SIGNAL PLANA1.4 REFLECTED CEILING PLANA1.5 FINISH PLAN
A2.1 ELEVATIONSA2.2 ELEVATIONSA2.3 ELEVATIONS / ENLGED PLANS
A3.1 DETAILSA3.2 DETAILSA3.3 DETAILSA3.4 DETAILS
Project Name: DC Public Library - 4200 Wisconsin Ave NWProject Number:
Project Description: Interior conversion of existing retail space, 1 floor,into new temporary library space.
Governing Code: International Building Code 2000DC Construction Code Supplement 0f 2003International Mechanical Code 2000International Plumbing Code 2000International Fire Code 2000NFPA National electrical Code 1996International Energy Conservation Code 2000International Fuel Code 2000
Type of Construction:
Use Group: Assembly Group MBusiness Group B
Building Stories: 1Project Stories: 1Area: project gross square feet: occupancy:
Ground Floor Library (M): 4,262 71Ground Floor Office (B): 246 2
Total Project Gross Area: 4,508 73occy by sf
Area of Work:
Exits Required: 2 stairway .2"egress width required: 14.70
egress width is compliantExits Provided: 2 Existing
Sprinklered: Yes
Fire Alarm: Yes
Accessibility:
Plumbing Fixture Requirement: 1 toilet for 500 occupants required required WC: required Lav:1/2 men = 0.07 0.05
1/2 women = 0.07 0.05total : 0 0.1
existing bathroom fixtures per floor: Provided WC: Provided Lav:Ground Floor 2 2
Service Sink Provided @ Ground Flr: 1 ExistingDrinking Fountain @ Ground Flr: 1 New
06004.00
Assumed 1B
Existing layout non-accessib;e with handrails and ADA compliant fixtures.
36.5340
36.5170
253
3/16
"CLR
12"
211
1/4"
CLR
176
7/8"
CLR
211
1/4"
CLR
217
3/16
"CLR
217
3/16
"CLR
141
9/16
"CLR
1'-3"
1'-3"
DNUP
UP
TEL.
LOBBYELEVATOR
DC Public Library
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
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E G
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CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A0.5Door
Typ
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E1 Door TypeSCALE: 3/8'' = 1'-0''
E2 Frame TypeSCALE: 3/8'' = 1'-0''
E3 Glass Door TypeSCALE: 3/8'' = 1'-0''
DOOR
SIZE
WD HGTMATL
FRAME
MATLDETAIL
HEAD JAMB
FIRE RATING SET NO NOTES
3'3'3'
H1/A0.4
existexist --
--
J1/A0.4
exist--
--
B
DOOR AND FRAME SCHEDULE
MARK
D01D02
TYPETYPE
E2E2E2
metalmetalmetal
metalmetalmetalmetal
7'7'7'7'
E1E1E1
E16'
existexist
E1
E3D03
H1/A0.4 J1/A0.4H1/A0.4 J1/A0.4H1/A0.4 J1/A0.4
EX01EX02
D04exist --
------
metal/glass
C
AEEE
new locksetnew lockset
E2
SEE
SCH
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LE
SEE SCHEDULE
2" 2"
2"
SEE SCHEDULE
10"
6"
SEE SCHEDULE
ALL EGRESS DOORS SHALL BE OPERABLE IN THE DIRECTION OF TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.
A B CHARDWARE ITEM DESCRIPTION
LATCH/LOCK
AND LEVER SET
RES
TRO
OM
STO
RE
RO
OM
OFF
ICE
LOC
KSET
X
HINGES
DOOR STOP
SILENCERS
COAT HOOK
CLOSER
KICK PLATE
LEVER LOCKSET X X
X X X
X X X
X X
HOLD OPEN
X X
X
X
X
SCHLAGE AL SERIES, CYLINDRICAL LATCH AND LOCKSETS. OR APPROVED EQUAL BY SEARGENT, OR BEST
LOCK, OR YALE.
IVES PLUNGER TYPE FS1153
PASS
AGE
SET
X
X
X
DOOR AND HARDWARE NOTES:G.C. to provide full submittal package of all Doors and Hardware prior to proceeding with work.
See Architectural Plans A1.1 for symbol locations.
All hardware finishes to be US26D UON.
G.C. to coordinate and provide all necessary cut-outs in door and millwork frames for security cabling, lockingdevices, and accessories. G.C. to coordinate work between trades. Procure template from owners' securityvendor and coordinate as required.
All egress doors shall be operable in the direction of travel without the use of a key or special knowledge.
All hardware requirements indicated in plans and specifications shall be coordinated with Owner for all itemsprior to placement of materials order.
All lockes to be Sergeant master-keyed; confirm with Owner.
Hardware specified for each leaf unless otherwise noted.
Clean and adjust existing hardware to remain.
SCHLAGE SATURN LEVER 626
BOMMER #5000 - 5 KNUCKLE, FULLY MORTISED BUTT HINGE (QTY. 3)
OR EQUAL BY HAGER.
IVES #WS401CVX / WS402 CVX GRAY RUBBER STOPPER
IVES SR66 OR EQUIVALENT
IVES 405 COMMERCIAL/PUBLIC GRADE ALUM CAST COAT/HAT HOOK
IVES 405
24" HIGH METAL FULL WIDTH OF DOOR
D EX1
EXIS
TIN
G S
TOR
EFR
ON
T
DO
OR
HAR
DW
ARE
E
ENTR
Y SE
T
HARDWARE SCHEDULE
CRASH BAR X
CONTRACTOR TO COORDINATE SECURITY REQUIREMENTS WITH OWNER.X
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
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DB10
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66.6
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E G
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CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A0.6Parti
tion
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P1 Partion TypeSCALE: 3'' = 1'-0''
P3 Partion TypeSCALE: 3'' = 1'-0''
P2 Partion TypeSCALE: 3'' = 1'-0''
P4 Partion TypeSCALE: 3'' = 1'-0''
H1 HM Door HeadSCALE: 3'' = 1'-0''
J1 HM Door JambSCALE: 3'' = 1'-0''
3/4"
1/4"
1 5/8"
1/2" 7/16"2"
6"
SCHED PARTITION
HOLLOW METAL FRAME- GROUT SOLID ATRATED DOORS
ADJACENT PARTITION(WHERE OCCURS)
SCHED DOOR
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
TOP TRACK
TOP OF FILL SLAB
CONT MTL RUNNER ANCHOREDTO SLAB
WALL BASE AS SCHEDULED
FINISHED FLR'G
ACCOUSTICAL SEALANT
SOUND ATTENUATION BLANKET (STC-50)
1/2" GWB., BOTH SIDES, TYP.
PLAN
BASE
HEAD
3 5/8" METAL STUD@ 16" O.C.
CONT MTL RUNNER ANCHOREDTO SLABFINISHED FLR'G
WALL BASE AS SCHEDULED
ACCOUSTICAL SEALANT
UNDERSIDE OF STRUCTURE
PLAN
HEAD
BASE
1/2" GWB.
2 1/2" METAL STUD@ 16" O.C.
PLAN
HEAD
BASE
7/8" HAT CHANNEL
FINISHED FLR'G
WALL BASE AS SCHEDULED
ACCOUSTICAL SEALANT
UNDERSIDE OF STRUCTURE
1/2" GWB.
NO.STUDSIZE GAUGE SPACING
LIMITINGHEIGHTS
PARTITIONWIDTH
FIRERATING
STCRATING REMARKS
25 16"
SOUNDBATTS
STC-50non rated UL-U419
NO.STUDSIZE GAUGE SPACING
LIMITINGHEIGHTS
PARTITIONWIDTH
FIRERATING
STCRATING REMARKS
25 16" 14'-4"
SOUNDBATTS
STC-503" non rated UL-U419
NO.STUDSIZE GAUGE SPACING
LIMITINGHEIGHTS
PARTITIONWIDTH
FIRERATING
STCRATING REMARKS
3 5/8" 25 16" 14'-4"
SOUNDBATTS
STC-503" non rated UL-U41914'-0" none7/8"
FACE OF EXISTING PARTITIONOR STRUCTURE
1/2" SHIM SPACE
FACE OF EXISTING PARTITIONOR STRUCTURE
1/4" SHIM SPACE
P3 P2 P1
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
TOP TRACK
TOP OF FILL SLAB
CONT MTL RUNNER ANCHOREDTO SLAB
WALL BASE AS SCHEDULED
FINISHED FLR'G
ACCOUSTICAL SEALANT
SOUND ATTENUATION BLANKET (STC-50)
1/2" GWB., BOTH SIDES, TYP.
PLAN
BASE
HEAD
3 5/8" METAL STUD@ 16" O.C.
NO.STUDSIZE GAUGE SPACING
LIMITINGHEIGHTS
PARTITIONWIDTH
FIRERATING
STCRATING REMARKS
3 5/8" 25 16" 14'-4"
SOUNDBATTS
STC-503" non rated UL-U419
FACE OF EXISTING PARTITIONOR STRUCTURE
P4
4. REFER TO FINISH SCHEDULE FOR WALL, FLOOR, BASE AND CEILING FINISHES.
7. AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE FINISH, CONTRACTORSHALL PROVIDE ASSEMBLIES MEETING L/360 DEFLECTION CRITERIA.
8. PARTITION TYPES ARE CONTINUOUS AROUND CORNERS AND ACROSS DOOR ANDWINDOW OPENINGS, UNLESS NOTED OTHERWISE.
2. GYPSUM WALL BOARD SHALL BE TYPE "X" FIRE RATED AT FIRE RATED PARTITIONS
5. FIRE RATED PARTITIONS SHALL CONFORM TO THE REQUIREMENTS OF THEREFERENCED TESTING AGENCY DESIGN NUMBER. ASSEMBLIES CONFORMING TOEQUIVALENT REQUIREMENTS BY OTHER TESTING AGENCIES ARE ACCEPTABLE IFAPPROVED BY THE LOCAL CODE COMPLIANCE DEPARTMENT.
6. LIMITING HEIGHTS FOR GYPSUM WALL BOARD PARTITIONS ARE BASED ON ALATERAL LOAD OF 5 PSF AND A DEFLECTION CRITERIA OF L/240 FOR PRODUCTS OF THENATIONAL GYPSUM COMPANY. CONTRACTOR SHALL VERIFY THAT APPROVED PRODUCTSFROM OTHER MANUFACTURERS MEET L/240 DEFLECTION CRITERIA. IF REQUIRED TOMEET CRITERIA, STUD GAGE AND/OR SPACING SHALL BE DECREASED, OR BRACINGSHALL BE ADDED ABOVE THE CEILING.
3. MOISTURE RESISTANT GYPSUM WALL BOARD SHALL BE USED AT ALL PARTITIONSSCHEDULED TO RECEIVE CERAMIC TILE.
GENERAL NOTES 1. ALL STUDS SHALL BE 25 GAGE, 16" O.C. UNLESS NOTED OTHERWISE
2 1/2" 3 5/8"1 5/8" 4' 7/8"
4' 7/8"
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A1.1Cons
truct
ion
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P1
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P3
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P2 P21
P3
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P3
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P3P3
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A
B
C
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1
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D01
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D03
D04
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EX02
P2P2
1
P4
4
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4
P1
P2
P3
4
P3
45
5
5
5 5 5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
1'-3
"TYP
24'-0"CLR EQEQ
11'-5"
2'-2
"
4'-5"
1'-3
"2'
CLR
1'-3
"
15'-2"CLR 15'-2"CLR
2'
11'-8"CLR
17'-8"CLR
1'-3
"
18'-1
"CLR
12"
17'-8
"CLR
13'-5
"2'
14'-9
"CLR
17'-8
"CLR
18'-1
"CLR
18'-1
"CLR
11'-1
0"C
LR
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
1'-3"
8'-9
"CLR
15'-2
"CLR
SEE3/A2.3 FORADDITIONALWALL INFO
DN UP
UP
TEL.
Partition Type - Refer to Sheet A0.4
CONSTRUCTION LEGEND
Existing Perimeter Wall
New Interior Full-Height Wall
CONSTRUCTION GENERAL NOTES
ALIGN
ALIGN
ALI
GN
ALIGN
ALIGN ALIGN
ALIGN ALIGN
ALIGN ALIGN
ALIGN
ALIGN
New Interior Low -Height Wall
CONSTRUCTION WORK NOTES
New Door
Door Type - Refer to Sheet A0.4
Partition Type - Refer to Sheet A0.4
EXISTING CONCRETE COLUMN, TYPSOFFIT ABOVE
ALIGN
EXISTING STOREFRONT
LOBBY
ELEVATOR
Not in contract, protect during demolition
A. Refer to A0.4 for partition types and details.
B. All dimensions shown are from finished faces of partitions.
C. Base building partitions should be clean and prepared for proposed tenant construction per review ofArchitect and G.C. Areas that are scheduled originally or currently with gyp. bd. should be paint ready.
D. Alignment of door heads and other critical horizontal elements shall be maintained at a constant levelrelative to the ceiling plane, and shall not follow variations in the floor plane.
E. All architectural, electrical, and non-structural systems, components attached to existing structure shall
comply with all applicable codes.
F. Dimensions indicated to be "clear" or "hold" shall be maintained. Any discrepancies or variations in thesedimensions shall be reviewed with the Architect before beginning construction.
G. Any dimension noted "VIF" must be reviewed with the Architect before beginning construction.
H. Provide and install fire retardant wood blocking in partitions at wall hung shelving, cabinets, etc. Verifyshop standard with millwork subconstractor and review with the Architect for acceptance prior toinstallation. Coordinate blocking requirements for millwork with plans and details.
I. Provide bracing to deck above at door jambs, windows, and millwork that goes to ceiling.
J. Provide additional studs as required to achieve outlet groupings. Coordinate with engineering drawings.
K. Contractor to examine extent of existing partitions and report any discrepancies to Architect prior to thestart of construction.
L. Contractor to review condition of existing floor slab and determine best method for patching, repairing,filling, and sealing of slab in order to receive new floor finishes.
M. Dashed lines indicate lines of ceiling overhead.
N. Locate typical door opening 4" away from adjacent wall corner. Keep minimum 18" clearance from latch towall on pull side of all doors per ADA guidelines.
O. G.C. to replace any removed or damaged existing fireproofing material at deck, beams, or existingpartitions.
P. Partition types above door are to be same as the adjacent partitions unless noted otherwise.
Q. Coordinate all elevations and detail information with plans.
R. Provide glavanized metal corner beads and/or trim for all exposed gypsum board edges and corners,spackle and sand smooth.
S. Trace all wires in existing ceilng and remove all wiring that is abandoned or to be abandoned. InformArchitect and Engineer of any wires or conduit not accounted for in tenant electrical panel.
T. Remove all existing wall finishes: existing wainscot, wallpaper, borders, etc. Wall surfaces to be clean,patched, and smooth to receive scheduled wall treatments.
EXISTING WASTEPIPE - VERIFY AND COORDINATE CONSTRUCTIONIN FIELD. VERIFY FURNITURE CLEARANCES.
ALIGN
ALIGN
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A1.2Fixt
ure/
Mill
wor
k Pl
an
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
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of D
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CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
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.2 F
ixtur
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6
4
5
6
7
1
E1
2
1
READING
YOUNG ADULT
CIRCULATION
BOOK DROP
HOT TOPICS
ADULT COMPUTERS
WOMEN
MEN
3
4
5
6
7
8
9
10
13
11
12
12
3
CHILDREN'S COMPUTERS ADULT LOUNGE ADULT COMPUTERS
CHILDREN'S READING
F
G
H
2 31
A
B
C
D
E
4
EXISITNGJANITOR'S CLOSET
12
E2
E1
E3
EX
12
97
8
11
12
13
E45
3
6
E3
EX
EX
EX
EX
9
E2
2
E5
E6
E7
E8
E9
9
E10
9
1
14
14
1
1
1
1
OFFICE
15
15
16
16
15
1615
7A3.3
1A2.1
1A2.3
2
2
2
2
2
17
17
17
2
4A4.3
6A4.3
3A2.3
253
3/16
"CLR
12"
211
1/4"
CLR
176
7/8"
CLR
211
1/4"
CLR
217
3/16
"CLR
217
3/16
"CLR
141
9/16
"CLR
1'-3"
1'-3"
DN UP
UP
TEL.
BOOK DROPWINDOW DISPLAY AREA
SORTING DESK
COPIER PROVIDED BY OWNERTRASH CANS PROVIDED BY OWNER
VEN MACHINE PROVIDED BY OWNER
FIXTURE SCHEDULE
BOOKSHELF
F11
F12
F13
F14
F9
F15
F10
F16
TYPE SPECIFICATION
F17
F19
F18
F20
WORK COUNTER
COMPUTER TOWER AND SCREEN PROVIDED BY OWNERPRINTER PROVIDED BY OWNER
1'X
3' S
HE
LVIN
G
POS PROVIDED BY OWNER
AUTO CHECKOUT PROVIDED BY OWNER
F21
BOOK DROP
ROTATING DIPLAY GONDOLAS
F1
TOUCHDOWN DESK
CIRCULATION DESK
READING DESK
AUTOCHECKOUT STATION
F22A
F2
F3
F4
F5
F6
F7
F8
NOTES
BOOKSHELF
OFFICE DESK
OFFICE DESK
COMPUTER DESK
TASK CHAIR
COFFE TABLE
LOUNGE CHAIR
CHILDREN'S READING TABLE
CHILDREN'S COMPUTER TABLE
CHILDREN'S CHAIR
COMPUTER STATION
BAR HEIGHT STOOLS
LOUNGE CHAIRS
SIDE TABLE
TASK CHAIR
BOOK CART
F22B
FIXTURE WORK NOTES
FIXTURE WORK NOTES
CENTER ADDITIONAL GROUND JBOX ON TABLE
NOT USED
NOT USED
LOBBY
ELEVATOR
0 2 4 8 16North
1. ALL PERIMETER SHELVING TO BE RE-USED EXISTING SHELVING PROVIDEDBY OWNER AND MODIFIED ACCORDING TO SPECIFICATIONS BY ARCHITECT.2. SEE A2.1-A2.2 FOR INTERIOR ELEVATIONS3. SEE A2.1 FOR FINISH INFORMATION
EXISITNG FIXTURES / EQUIPMENT
TYPE SPECIFICATION NOTES
EQUIPMENT SCHEDULE
BOOKSHELFF22C
F25 LOUNGE
MIRROR
TOILET PAPER DISPENSER
PAPER TOWEL DISPENSER
SOAP DISPENSER
BABY CHANGING TABLE
SANITARY NAPKIN DISPOSAL
SEAT COVER DISPENSER
BOBRICK B-165 1624
BOBRICK B-2111
BOBRICK B-4262
KOALA KB100-00
BOBRICK B-270
BOBRICK B-4221
BOBRICK B-4288
SUMMIT APPLIANCES718-893-3900
ELKAY630-574-8484
ELKAY630-574-8484
SUMMIT ALB-751/332"H, 23 5/8"W, 23 1/2"D
ELKAY BLR150C15"X15"
ELKAY SOFT SIDEBARRIER FREE ECDFPW314C
1'-4" HEIGHT TABLE1'-7" HEIGHT TABLE
NEW MILLWORK
FIXTURE LEGEND
SEE 1/A2.1 FOR ADDITIONAL INFORMATION
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A1.3Pow
er/S
igna
l Pla
n
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
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of D
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PL C
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.3 P
ower
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2
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2
2
2
2
2
2
2
F
G
H
2 31
A
B
C
D
E
4
DN UP
UP
TEL.40"
18"
18"
18"
18"18"
18"
18"
40"
40"
18"
18"
18"PHONE/DATA RECESSED FLOOR MONUMENT
TELEPHONE RECESSED FLOOR MONUMENT
DATA RECESSED FLOOR MONUMENT
QUAD PHONE/DATA RECESSED FLOOR MONUMENT
18"
PHONE/DATA
TELEPHONE
DUPLEX OUTLET
QUAD PHONE/DATA
DATA
4
4
QUAD OUTLET- 1/2 DEDICATED POWER CIRCUIT; CLEAN
DUPLEX OUTLET RECESSED FLOOR MONUMENT
QUAD OUTLET RECESSED FLOOR MONUMENT- 1/2 DEDICATED POWER CIRCUIT; CLEAN
POWER/SIGNAL WORK NOTESPOWER/SIGNAL LEGEND
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
18"18"
XXX
18"
18"
18"
18"
18"
LOBBY
ELEVATOR
0 2 4 8 16North
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A1.4Refle
cted
Cei
ling
Plan
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A1
.4 R
eflec
ted
Ceilin
g Pl
an
Pr
inte
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te: 1
2/15
/08
at 5
:04
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C6/
11/0
6RF
I 01
RFI 0
12
Adde
ndum
02
9/01
/06
+10'-0"AFF
+10'-0"AFF
+10'-0"AFF
1
2
+9'-9"AFF
+9'-9"AFF
+9'-9"AFF
+10'-0"AFF
+9'-9"AFF
+9'-6"AFF
+9'-9"AFF
+9'-9"AFF
+14'-0"AFF (VIF)
+9'-3"AFF
+10'-0"AFF
+14'-0"AFF (VIF)
+9'-3"AFF
+9'-3"AFF
+10'-0"AFF
+9'-6"AFF
F
G
H
2 31
A
B
C
D
E
4
+9'-3"AFF
+10'-0"AFF
+10'-0"AFF
+14'-0"AFF (VIF)
3
3
2
1
4
2
44
4
4
2
2
LC
LC
LC
LC
LC
LC
LC
2
2
2
2
2
2
2
2
2 2
2
4'-3"
1'-6"
EQ
4'-3"
3'TYP
EQEQ
EQ EQ
6"M
AX T
YP
EQ
3'TYP EQ EQ EQ EQ
4'-5
"
7'-5"
3'-4"
1'-1
0"
4'
1'-9
"OC
3'TYP 7'-6"
DN UP
UP
TEL.RCP GENERAL NOTES
H
F F F
E
G
G
sp
spsp
sp
sp
sp
All lighting dimensions are from the center of the fixtures to finish face of partitions and from center of thefixtures to center of the fixtures.
Ceiling details are provided to illustrate design intent. General contractor to advise any alternativeconstruction details which may expedite construction schedule, pending Architect's approval.
The GC shall be responsible for electrical work to be done in strict accordance with applicable codes,regulations and requirements for the governing body having jurisdiction.
Refer to electrical dwgs for the following information: specification, power requirements, circuitry, switching,emergency lighting, location & type of exit sign, strobe & pulls.
Refer to mechanical drawings for air diffusers, returns, and tranfer ducts.
Any discrepancies with light fixtures, switches, thermostats, diffusers as to location between Architecturaland Engineering drawings or between the drawings and existing field conditions shall be clarified with theArchitect before proceeding with installation.
All multiple switch locations are to be ganged and installed with a single face plate. Cover plates shall notbe cut and butted together.
Thermostats and strobes to be centered above light switch UNO
All exposed ceiling area to be clean and prepare to be painted. Remove protrusions and unidentified debrisas required. Existing devices that can easily be relocated are to be relocated. Abandoned devices to beremoved in exposed area.
Fixtures shown suspended from structure are to be supported independently from mechanical or electricaldevices.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
New GWB Ceiling
Existing ceiling to remain.
LIGHT FIXTURE LEGEND
Ceiling tile to be ACT-1 per finish schedule
Patch existing GWB Ceiling
RCP LEGEND
Items on finish floor below
Suspended and stained MDF
A.3
A.3 A.3 A.3 A.3
A.2
A.3
A.1
A.3
A.3
A.1
A.1
L.
WP
ALI
GN
A.2
A.3
A.1
A.3
A.1
A.2
A.1
LSI SINGLE CIRCUIT PENDANT MOUNTEDDIMMABLE TRACK (120V)FIELD CUT TO FIT SPECIFIED LENGTH
LSI SINGLE CIRCUIT PENDANT MOUNTEDDIMMABLE TRACK (120V)12' LENGTH
LSI SINGLE CIRCUIT PENDANT MOUNTEDDIMMABLE TRACK (120V)8' LENGTH
A.4
A.1
A.2
A.3
LSI SINGLE CIRCUIT PENDANT MOUNTEDDIMMABLE TRACK (120V)4' LENGTH
A.1
B
E
F
G
C
D
ZUMTOBEL 8' LINEAR PENDENT(4) 54W T5 HO 3500KETHOS EE45458T305
LIGHTOLIER VANITY LIGHT - WALL MOUNTED(2) T8 3500KBCW6X48 SW4S232HPFUNVHI
LSI ACCENT LIGHTPAR38 HALOGEN (250W MAX) DIMMABLE238-00 S WL W/ C998
LSI WALLWASHERPAR38 HALOGEN (250W MAX) DIMMABLE239-00 S WL W/ C995
LIGHTOLIER 2X4 RECESSED FLUORESCENT(2) 54W T5 HO 3500KQHE 2 G PF OP 2 54 277 PI
EPI DOWNLIGHT100W A19 INCANDESCENTA19/4 COL
EPI WALLWASHER100W A19 INCANDESCENTA19/4 WW COL
I ADA COMPLIENTWALL SCONCE (TBD)100W INCANDESCENT
A.2
A.3
TYPECA
A.2 A.3 A.1
A.2
A.2
A.2
A.2
A.2
A.1
TYPECC
A.2A.1
A.3
TYPECB
TYPECA
A.2 A.2
TYPECB
TYPECA
RCP WORK NOTES
M.
HH
H H
H
H
WP
A.3 A.1 A.1
LOBBY
ELEVATOR
0 2 4 8 16North
Paint all existing exposed ductwork and mechanical P4
ARTEMIDE CASTORE (SUSPENDED FIXTURE)(VARIOUS DIAM) H.1=6" , H.2=10", H.3 = 14"DIMMABLE 100W INCANDESCENT
H
H.1H.2H.3
RFI 01
ALL H.1-H.3 FIXTURES TO HANG AT 7'-6" AFF TO BE ADJUSTED ATVARYING HEIGHTS IN FIELDTYPE H FIXTURE TO HANG AT 8'-0" AFF, TYP UON
ALL "A SERIES" FIXTURES TO HANG AT 10'-0" TO TOP OF TRACK TYP UON.
PAINT CEILING HERE P5
Ceiling open to exposed structure UNO, paint P4
sp
See A3.1 and A3.2 for ceiling type details
B
B
B
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A1.5Fini
sh P
lan
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A1
.5 F
inish
Pla
n
Prin
ted
Date
: 12/
15/0
8 at
5:0
4 PM
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of D
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Adde
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2Ad
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um 0
29/
01/0
6
B1
C1
F
G
H
2 31
A
B
C
D
E
4
B2
P2
VCT1
C1
P6
P6
ET1
ET1
C1
C2
CLG2
CLG1
VCT1
ET1
EB3
WD1
P7
P2
P3
P4
P5
P1
P6
P2
C2
C1
P7
P7
P7
P7
P7
P7
P7
C1
C2C1
P7
P7
P2
C1
PL1
PL2
PL3
P7P7
P7
P7
P7
P7
P7
P7
2
2
2
2
2
253
3/16
"CLR
12"
211
1/4"
CLR
176
7/8"
CLR
211
1/4"
CLR
217
3/16
"CLR
217
3/16
"CLR
141
9/16
"CLR
1'-3"
1'-3"
DN UP
UP
TEL.
LOBBY
ELEVATOR
0 2 4 8 16North
FINISH GENERAL NOTES FINISH WORK NOTES
FINISH SCHEDULE
TYPE SPECIFICATION
Benjamin Moore
Benjamin Moore
Benjamin Moore
Ceilng deck painted P4
Wall paint
Benjamin Moore
Benjamin Moore
Benjamin Moore
2122-60 palest pistachio, eggshellWall paint
Shaw
Gray2122-40 smoke, eggshell
Yellow2023 sunburst, flat
Shaw
Whiteint Ready Miix super white, semi-gloss
Ceiling paintWhite2122-60 palest pistachio, flat
Ceiling tile
MANUFACTURER /
Gray2122-40 smoke, flat
SPECIFICATION
2x2 Armstrong Optima Open Plan ceiling tile with grid and 4" inverted axiom perimeter trim
Existing tile base at restrooms
At office and closed storage areas
Accent wall paint 1
2 1/2" grey vinyl base
Existing tile at restroom floors (See EB3 for base.)
General field carpet 24square EW24, style 59490, color four sided - 07, 90585
Armstrong Stonetex excelon, 52125 Granite gray, 12x12
Accent at children's area
Ceiling paint
Wood - flat cut premium maple
Existing tile base at restrooms Existing tile base at restrooms
Benjamin Moore
Wall paint
Johnsonite 2 1/2" grey vinyl base, Color: "38 Pewter"
1. Refer to A0.2 and A0.3 or additional notes and specificications.2. Refer to elevations and details for specific locations of all finishes. Any discrepancies, omissions,
ambiguities, or conflicts between the drawings should be brought ot the attention of the Architect fordirection before proceeding with the work in question.
3. G.G. shall provided one final touch-up of painted surfaces after the tenant has moved into the space.4. Ceiling registers, vents, grills, diffusers, speakers, etc. shall be painted in flat finish to match ceiling.5. Finishes called for shall extend over, under, and/or behind any item of built-in millowrk, equipment, mirrors,
etc. as indicated on drawings.6. Paint door frames to match adjacent partitions in semi-gloss finish u.o.n.7. Locate floor finish transitions below centerline of doors, u.o.n.8. Transitions between dissimilar floor finishes are to align.9. Where floor finishes appear to align with partitions, align all edges and widths.10. Partitions concealed with millwork are to be taped, mudded, sanded smooth, primed, and painted with one
coat of finish paint.11. Flooring material to be installed under all millwork.12. Paint all access panels to match adjacent painted surface.13. G.C. to provide Architect with submittals of all finish materials for review and approval prior to ordering and
installation.14. Floor finishes inside closets are to be the same as that of the space into which the closet door opens.15. All wood base splices shall be puttied and sanded smooth prior to painting for invisible seam.16. All finishes are to be installed in strict accordance with the manufacturer's specifications and instructions.17. G.C. to provide blocking in partitions as required to secure millwork as shown.18. All walls to be P1 top and P7 bottom typ unless otherwise noted. See elevations for clarification.19. See elevations for additional finish information
Not used
Abet LaminatiRed823 SEI
Formica 1-800-FORMICA
White melamine
Laminate - color or metallic
Laminate - color or metallicWhite933C-58 Mission White, matte finish "Colorcore"
Not used
TYPSEEELEVATIONS
TYP
Painted Blades EW24, Style 59354, Color 53463 Silky AquamarineMonolithic installation orientation - see plan for orientation (arrows)
ORIENTATION, TYP
ORIENTATION, TYP
TYPSEEELEVATIONS
ALIG
N
Submit sample to Architect for approval
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A2.1Elev
atio
ns
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A2
.1 E
leva
tions
Prin
ted
Date
: 12/
15/0
8 at
5:0
4 PM
Basis
of D
esig
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Pub
lic L
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ryW
ashi
ngto
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C1
1
1
6/19
/06
Adde
ndum
01
2
2
2
2
2
Adde
ndum
02
9/01
/06
3Ad
dend
um 0
39/
14/0
6
1 1 ELEVATION (Drawing)1/4" = 1'-0"
2 2 2 2
1
3 33 3
3P7
P1P2 P7
P7
P7
P7
P7
P7
NEW MILLWORK
3'-0
"1'
-6"
2'-6
"2'
-7"
1'-3
"1'
-3"
2" 5'-2 1/2" 2" 5'-4" 4'-0" 2" 3'-2" 30" BASE CAB. 2" FURNITURE (NIC) FURNITURE (NIC) FURNITURE (NIC)
83"
LATERAL FILES
P.LAM BACKSPLASH
SINK
UNDER COUNTERREFRIGERATOR
COFFEE MAKER, N.I.C.
MICROWAVE, N.I.C.
2/A3.31/A3.3
3/A3.3TYP UONTYP UON
TYP UONTYP UON
1
2
3
LIGHT FIXTURE
DROPPED CEILING PAD
SOFFIT
3 2 ELEVATION (Drawing)1/4" = 1'-0"
22 1
2
1
1
1 1 21 1 1 1 2 13
2
3
P2
P7
P1
P7
P7 P7 P7
P7
P7
FURNITURE (NIC) FURNITURE (NIC)FURNITURE (NIC) FURNITURE (NIC)
83"
FURNITURE (NIC) 21'-10" FURNITURE (NIC)
SEE 3-4/A2.3
TYP UON
TYP UON
TYP UON TYP UON
(SEE 6/A2.2)
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A2.2Elev
atio
ns
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A2
.2 E
leva
tions
Prin
ted
Date
: 12/
15/0
8 at
5:0
5 PM
Basis
of D
esig
nDC
Pub
lic L
ibra
ryW
ashi
ngto
n, D
C1
1
6/19
/06
Adde
ndum
01
2
2
2Ad
dend
um 0
29/
01/0
63
Adde
ndum
03
9/14
/06
5 7 ELEVATION (Drawing)1/4" = 1'-0"
21
2
3
P7
P1P7
P7
FURNITURE (NIC)
83"
TYP UON
TYP UONTYP UON
3 5 ELEVATION (Drawing)1/4" = 1'-0"
21
2
1
1
1 1
2
3P7
P7
P1
83"
FURNITURE (NIC) FURNITURE (NIC)FURNITURE (NIC) FURNITURE (NIC)
TYP UON
TYP UON
TYP UON
4 6 ELEVATION (Drawing)1/4" = 1'-0"
11
2
2
21 1
1
3
P1P7
P7
FURNITURE (NIC) FURNITURE (NIC) FURNITURE (NIC) FURNITURE (NIC)FURNITURE (NIC)
83"
TYP UON
TYP UONTYP UON
1 3 ELEVATION (Drawing)1/4" = 1'-0"
2 1 2
P7
P7
P7
33
FURNITURE (NIC) FURNITURE (NIC)
2 4 ELEVATION (Drawing)1/4" = 1'-0"
2 1 11 1 1 1 1 12
3
P7P7 P7
P7
P7
P1
FURNITURE (NIC) FURNITURE (NIC)FURNITURE (NIC) FURNITURE (NIC)FURNITURE (NIC)
83"
TYP UON
TYP UON
SEE A2.1 FOR NOTES
FURNITURE (NIC)
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A2.3Deta
il El
evat
ions
/ En
larg
ed P
lans
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A2
.3 D
etai
l Ele
vatio
ns /
Enla
rged
Pla
ns
Pr
inte
d Da
te: 1
2/15
/08
at 5
:05
PM
Basis
of D
esig
nDC
Pub
lic L
ibra
ryW
ashi
ngto
n, D
C1
6/19
/06
Adde
ndum
01
2Ad
dend
um 0
29/
01/0
6
E4
E10
E6
E7
1
E8
1
E9
1 RESTROOM ENLGED PLANSCALE: 1/4'' = 1'-0''
E6
E7
E5
1
E4
2 RESTROOM ELEVATIONSSCALE: 1/4'' = 1'-0''
3 CIRCULATION DESK ENLGED PLANSCALE: 1/4'' = 1'-0''
4 CIRCULATION DESK ELEVATIONSSCALE: 1/4'' = 1'-0''
A2.3
4
2
2
1
A2.3
4
A3.15
A3.18
A3.19
10A3.1
7A3.1
A3.16
E10 E5
4A3.1
EQ EQ EQ EQ
3'-1/2"clr 3'-1/2"clr
37 1
/2"
1'
2'-3
"4'
2'
12'
2'-8
"20
"CLR
2"
5'-5
"VIF
2"
3' 3'clr 10'-2 1/2"VIF 3'clr 3'-2"
2"
Book bins,see 6/A3.2 for additional detail
CERAMIC TILE TO REMAIN, TYP.
EXISTING GRAB BAR TO REMAIN, TYP.EXISTING SINK TO REMAIN, TYP.SINK TO RECEIVE NEW ADA FAUCET HARDWARE
EXISTING FIXTURE TO REMAIN, TYP.
WALLPAPER TO BE REMOVED,PAINT WALL, TYP.
All PL1
Filesby others
Book binbelow by others
Adjust furr out asneeded to acheiveclr dimensions,maintain alignments
SND TPD
BCT
TPDPTD
SCD
M1
SD
SDM1
SCD
1a/A
3.3
SEE A1.2 FOREQUIPMENTSCHEDULE
align align
align
open
RFI 11
RFI 11
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A3.1Deta
ils
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A3
.1 D
etai
ls
Prin
ted
Date
: 12/
15/0
8 at
5:0
5 PM
Basis
of D
esig
nDC
Pub
lic L
ibra
ryW
ashi
ngto
n, D
C
16/
19/0
6Ad
dend
um 0
16/
11/0
6RF
I 01
RFI 0
12
Adde
ndum
02
9/01
/06
1 CEILING FRAMING - TYPE CASCALE: 1/2'' = 1'-0''
2 CEILING FRAMING - TYPE CBSCALE: 1/2'' = 1'-0''
5 FRONT RECEPTION DESK DETAILSSCALE: 1/2'' = 1'-0''
4 FRONT RECEPTION DESK DETAILSSCALE: 1/2'' = 1'-0''
7 BOOK DROP DETAILSSCALE: 1/2'' = 1'-0''
8 BOOK DROP DETAILSSCALE: 1/2'' = 1'-0''
6 FRONT RECEPTION DESK DETAILSSCALE: 1/2'' = 1'-0''
9 BOOK DROP DETAILSSCALE: 1/2'' = 1'-0''
3 CEILING FRAMING - TYPE CCSCALE: 1/2'' = 1'-0''
10 SELF CHECK DETAILSSCALE: 1/2'' = 1'-0''
11 SELF CHECK DETAILSSCALE: 1/2'' = 1'-0''
2 1
2
5A3.2
typ
4A3.2
8' 6" 3'-6"
12'-3
"
12'
3'-9
"6"
3'-9
"6"
3'-9
"
1'OC TYP
1'O
C T
YP
1'O
C T
YP
1'OC TYP
5'-9" 6" 5'-9"
12'
1'OC TYP
1'O
C T
YP
12'-3
"
3'-9
"6"
3'-9
"6"
3'-9
"
1'OC TYP
1'O
C T
YP
10'-2 1/2"
2'-8
"CLR
1'-1
/2"
4"4"
3' 2"
2"2'
2"
2'-5"vif
2"3'
2"3'
-2"
3" 9'-8 1/2" 3"
2'-3
"2"
1'
1'-6
"
1'-6
"
1'
1'-6
"
2"TY
P
3 3/4"TYP
5'-5"vif
3" 9'-8 1/2" 3"
6"2'
-4"
2"
1"
1'-6"
3'
EQEQ
2'-4
"4"
2"
3"
EQEQ
3"clr 2'-6" 3"clr
2'-8"
2'-1
0"
1'-10"
3"
1'-3"
7" 2'-5"
2 1/
2"
1'-7
"
5"
1'-4
"
1'-6
"
9"
2'2'
-6"
7"
1'-8"
4"
3"
8"
1'
5 3/4"
1'
5 3/
4"
7"1'
-3"
2'-2"
1'-6
1/2
"
2'-8
"
7"7"
3"
9"
9"
1'-3" 6"
4" 1'-5"
2'-8
"
2"
1/2"
1'-8
1/2
"1"
8"
2" 3'-4 1/2" 1 1/2" 7 1/2" 1/2" 1'-6 1/2" 1/2" 7 1/2" 1 1/2" 3'-4 1/2" 2"
2'-1
0"1/
2"1
1/2"
3'3'
2'-1
0"
R 5"
R 7"
R 7"
R 7"
R 5"
R 3"
R 3"
R 3"
R 3"
R 5"
R 8 1/2"
R 5"
R 8 1/2"
R 3"
R 5"
R 3" R 5"
R 3"
R 5"
R 7"
CONNECTIONLOCATIONS.4 CONNECTIONPOINTS PER CEILNGPIECE MINIMUM.
SEE DETAIL 2/A4.2TO RESOLVECEILING OBSTACLES
CONNECTIONLOCATIONS.4 CONNECTIONPOINTS PER CEILNGPIECE MINIMUM.
SEE DETAIL 2/A4.2TO RESOLVECEILING OBSTACLES
ALL TO BE PAINTED P5 ALL TO BE PAINTED P5
LIGHT HUNG 8'0" AFF, TYP LIGHT HUNG 8'0" AFF, TYP
CIRCULAR CUTOUTS, TYP
FIXTURE DESIGNATION, TYP
ALL TO BE PAINTED P5
WD1, TYPICALEND FINISH
WD1
PL2
WD1 WD1WD1
PL3
WD1
ADJ SHELVES, WD1
WD1, TYP
PL2WD1
HUMANSCALEM7 GROMMET MOUNT
W/ 8.5" - 22" VERTICAL ADJAND 6"-18.5" HORIZONTAL ADJ,
POLISHED ALUMINUM FINISH800.400.0625
(OTHER SIDE SIM)
WD1
PL3
WD1
WD1, TYP
PL2, TYP
PL3
WD1, TYP
FURNITUREAS SPECIFIED
GROMMET
1" MDF FIN, 12" OC MAX
3M SELF CHECKPROVIDED BY OWNER
PRINTER PROVIDEDBY OWNER
WD1FINISHEDPARTITION
WD1
GROMMETWHERESPECIFIED
WD1
CONNECTIONLOCATIONS.4 CONNECTIONPOINTS PER CEILNGPIECE MINIMUM.
SEE DETAIL 2/A4.2TO RESOLVECEILING OBSTACLES
COORDINATE WITHIN FIELD CONDITIONS
WD1WD1
ALIGN TYP
ALI
GN
TYP
ALIGN TYP
ALI
GN
TYP
H.1
H.3
H.2
H.1
H.1
H.2
H.2
H.2
H.1
H.2
H.1
H.3
H.1
H.3
lockingdrawers
openopen
POS
note: all office equipment provided by owner unless otherwise noted
cpu cpu
PLAN ATPRINTER NOOK
ELEVATION
ELEVATION
PLAN
bookdrop
open
ELEVATION PLAN
PLAN
PLAN
ELEVATION
ELEVATION
RFI 01
9/A3
.3
10/A
3.3
8/A3
.3
2/A3.4 2/A3.4SIMMIRRORED
4/A3.4
10/A3.1
3/A3
.4
H.1
H.3
H.2
H.3
ALIGN
H.3H.2
1/A3
.4
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A3.2Deta
ils
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A3
.2 D
etai
ls
Prin
ted
Date
: 12/
15/0
8 at
5:0
5 PM
Basis
of D
esig
nDC
Pub
lic L
ibra
ryW
ashi
ngto
n, D
C1
6/19
/06
Adde
ndum
01
2Ad
dend
um 0
29/
01/0
6
1 TYPICAL ACT DETAILSCALE: 6'' = 1'-0''
3 CEILING TYPE CC - HANGER DETAILSCALE: 6'' = 1'-0''
2 CEILING TYPE CA & CB - HANGER DETAILSCALE: 6'' = 1'-0''
6 BOOK BIN JOINT PLAN DTLSCALE: 6'' = 1'-0''
5 TYP DESK CORNER PLAN DTLSCALE: 6'' = 1'-0''
4 TYPICAL DESK REVEAL PLAN DTLSCALE: 6'' = 1'-0''
2
2'-0" OC 1'-0" OC
1/2"
AXIOM STRONGBACKHANGING CHANNEL
SPECIFIED TEGULAR PANEL
HANGING CABLE
STRUCTURE
ARMSTRONG 4" FORMATIONSINVERTED AXIOM PERIMETER TRIM
CLG-2
STRUCTURE
1/2" STAINED MDF
RACEWAY HANGER
BOLT W/ WASHER
EXPOSED FACE OFMDF NOT HAVEEXPOSED CONNECTIONS
STEEL THREADED RODTIED TO STRUCTUREABOVE WITHBOLT AND WASHER
STRUCTURE
SCHEDULED CEILING CONNECTOR
1 5/8" UNISTRUT CHANNEL
CHANNEL NUTW/ BOLT AND WASHER
STEEL THREADED RODTIED TO STRUCTUREABOVE WITHBOLT AND WASHER
CEILING OBSTACLE BEYOND
SCHEDULED CEILING CONNECTOR
SCHEDULED CEILING
(2) 3/4" LAMINATED MDF
(2) 3/4" LAMINATED MDF
SOLID LUMBER FACE
1 1/2" SATINALUMINUM STRIP
(2) 3/4" LAMINATED MDF,PL2 FINISH
(2) 3/4" LAMINATED MDF,WD1 FINISH
1/2" MDF FIN
FINISH FACE WITHSATIN ALUM STRIPWHERE VISIBLE
PL2 FINISH INTERIORFACE WHERE VISIBLE
FRONT AT DESK FACE
SIDE
PAN
EL
FRONT AT DESK FACE
REAR BEHIND DESK FACE
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
CB
DT ISSU
ED F
OR
PN
DB10
10 w
iscon
sin a
venu
e, n
wsu
ite 4
05wa
shin
gton
, dc
200
07
T 2
02.4
66.6
116
F 2
02.4
66.6
235
E G
EN@
CORE
dc.c
om
I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
© core group, pc 2008
A3.3Deta
ils
File
Nam
e: "P
roje
cts:
0850
0 DC
PL B
asis
of D
esig
n:06
004
DCPL
CD.
lbk:
0600
4 DC
PL C
D.lb
k"
L
ayou
t: A3
.3 D
etai
ls
Prin
ted
Date
: 12/
15/0
8 at
5:0
5 PM
Basis
of D
esig
nDC
Pub
lic L
ibra
ryW
ashi
ngto
n, D
C1
6/19
/06
Adde
ndum
01
RFI 0
2RF
I 02
8/23
/06
2Ad
dend
um 0
29/
01/0
6
6 BAR COUNTER: PLANSCALE: 1 1/2'' = 1'-0''
7 BAR COUNTERSCALE: 1 1/2'' = 1'-0''
8 CIRCULATION DESK DETAILSCALE: 1 1/2'' = 1'-0''
9 CIRCULATION DESK DETAILSCALE: 1 1/2'' = 1'-0''
10 CIRCULATION DESK DETAILSCALE: 1 1/2'' = 1'-0''
4 CHILDREN'S COMPUTER TABLESCALE: 1 1/2'' = 1'-0''
5 CHILDREN'S COMPUTER TABLESCALE: 1 1/2'' = 1'-0''
1
7a BAR COUNTERSCALE : 3'' = 1'-0''
2
1 WORK COUNTERTOPSCALE: 1 1/2'' = 1'-0''
1a WORK COUNTERTOP W/ HOLDERSCALE: 1 1/2'' = 1'-0''
PL-1
PL-2
3 WINDOW DISPLAYSCALE: 1 1/2'' = 1'-0''
2 COUNTER W/SINKSCALE: 1 1/2'' = 1'-0''
2
2
2
1 1/2" 1 1/4"
3"
3 3/
4"
2 1/2" 1'-10 1/8"
2"
8"
2"
SEE PLAN
2'-6
"
2'-1
0"
4'
2' MIN TYP
11"
1/2"
1 1/
2"1"
2'-1
0"
2 1/2"
2'-1
0"
1"
V.I.F
.
1'-4
" OR
1'-7
"3"
2'-5/8"11
'-0"
3 3/
4"1'
-4"
7'-1
0"1'
-4"
3 3/
4"3'
-6"
4 3/8" 1'-6 1/2" 1 3/4"
4"2'
-10"
1'-6
"
4"
4"
1"
1 1/
2"
1/2"
1 1/
2"
1"
1"
2'-1
0"2"
1"3'
VERTICAL ENDS OF BAR COUNTER.DASHED LINE DENOTES STEEL TUBESTRUCTURE WITHIN 3" THICKNESS
1 1/2" SQUARE STEEL TUBE WELDEDSTRUCTURE.VERTICAL PIECES SECURED TO FLOORSLAB WITH STEEL ANGLES.
COLOR CORE P-LAM COUNTERTOP W/MITERED CORNERS AND SELF EDGE;FORMICA COLOR: "MISSION WHITE"
CABLE TRUNKING,SPACED 16" O.C., QTY. 6BY HAFELE: CAT. NO. 829.15.302
VERTICAL CABLE MANAGEMENTBY HAFELE: CAT. NO. 631.01.900
2" X 2" STEEL ANGLE BOLTED TOSTRUCTURE BELOW TO SUPPORTVERTICAL ENDS OF BAR COUNTER
WD1, SOLID LUMBER EDGE
3/4" WD1
3/4" WD1
2 LEVELERS, TYPFOR EACH SUPPORT(CHROME)
WD1, SOLID LUMBER EDGE
3/4" WD1
COUNTERTOP ABOVE
3" DIA. GROMMET
P.LAM W/MITERED SELF EDGE,FORMICA COLOR: "MISSION WHITE"
CUSTOM CORE P.LAM COUNTERTOPW/MITERED SELF EDGE,
FORMICA COLOR: "MISSION WHITE"
WOOD BLOCKING
1 1/2" STL. TUBE CROSSBRACING 16" OC MAX
EDGE OF COUNTERTOP ABOVE
L3X3X1/4" BOLTED TO STRUCTURE WITH2 HILTI ANCHORS. CONCEAL ANGLE WTHINPLAM SKIN, TYP.
COLOR CORE P.LAM ON 3/4" PLYWOODW/ MITERED JOINTS AND SELF EDGE;FORMICA COLOR: "MISSION WHITE", TYP
WOOD SHIMS
SCHEDULED FLOOR FINISH
3/4" WD1
WD1
GLIDES
CHANNEL (2X3X1/16" MTL) FOR WIRE MANAGEMENTWITH NOTCH OUT IN PANEL FORCONTINUOUS RUN
(2) LAMINATED 3/4" MDF W/ PL1, TYPEND PANEL CONDITIONS TO BE 2" WD1
LOCKING DRAWERS
(2) 3/4" MDF,PL2 FINISH
WOOD CLEATCOUNTERTOP SUPPORT, TYP.
BLACK PLASTICWIRE MANAGEMENT
1/2" MDF FIN SATIN ALUMFACE WHERE EXPOSED, TYPSPACED 12" O.C. MAXRECESS 1" FROM ALLVISIBLE EDGES TYPICAL
1/2" MDF FIN SATIN ALUMFACE WHERE EXPOSED, TYPSPACED 12" O.C. MAXRECESS 1" FROM ALLVISIBLE EDGES TYPICAL
(2) 3/4" MDF,PL2 FINISH
1/2" MDF CONT. FACE FINSATIN ALUM FACEWHERE EXPOSED, TYP
1/2" MDF FIN SATIN ALUMFACE WHERE EXPOSED, TYPSPACED 12" O.C. MAXRECESS 1" FROM ALLVISIBLE EDGES TYPICAL
1/2" MDF FIN SATIN ALUMFACE WHERE EXPOSED, TYPSPACED 12" O.C. MAXRECESS 1" FROM ALLVISIBLE EDGES TYPICAL
2 1/2" DIAMETERGROMMET WITHSATIN ALUMINUM FINISH
HAFELE 116.05.922ANODIZED ALUM PULL
SEE DETAIL 5/A4.3 FOR TYPICAL DETAILS
RFI 02
VINYL BASE
SCHEDULED FLOORING
5/8" GWB
COLOR CORE P.LAM COUNTERTOPW/MITERED JOINTS AND SELF EDGEFORMICA COLOR: "MISSION WHITE"
EXISTING STOREFRONTSYSTEM
5/A4.3 5/A4.3
RFI 02
7/A4.3 7/A4.3
1 1/2" SQUARE STL. TUBE POST WELDEDTO STL ANGLE, TYP
SEE 7a/A3.3
SEE 7a/A3.3
SCHEDULED FLOORING
PROVIDE 2 LEVELING FEET PERSUPPORT
CONTINUOUS ALUM SUPPORTANGLE – PROVIDE BLKNG ATWALL AS REQ'D
1/2" WD1
1/2" WD1
P-LAM SUPPORT LEGSFORMICA COLOR: "MISSION WHITE"
PL2
OPEN
1A O
NLY
WHITE MELAMINE INTERIOR
B1
PL2
BLOCK AND SECUREAT BOTTOM 1a ONLY
WD1 1a ONLY
BOOK BIN 1a ONLY
1 3/
4"1
3/4"
1 3/4"
3 3/
4"
1 1/2" stl. tube
wood shims typ
3/4" plywood with plam
plan and section
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements
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I CERTIFY THAT THESE DOCUMENTSWERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OF
THE DISTRICT OF COLUMBIA
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1 CIRCULATION DESK DETAILSCALE: 1 1/2'' = 1'-0''
2 CIRCULATION DESK DETAILSCALE: 1 1/2'' = 1'-0''
3 BOOK DROP DETAILSCALE: 1 1/2'' = 1'-0''
2
4 BOOK DROP DETAILSCALE: 1 1/2'' = 1'-0''
4"
1"TYP
4"
4"
1/2"
1 1/
2"
1"
11"
1"
2'10
"2"
1"
1 1/
2"
4"
1/2"
1 1/
2"
1"
4"
3'
WD1, SOLID LUMBER EDGE
1/2" MDF FIN, TYPSPACED 12" O.C. MAXRECESS 1" FROM ALLVISIBLE EDGES, TYP
SATIN ALUM FACEWHERE EXPOSED, TYP
1/2" MDF FIN, TYPSPACED 12" O.C. MAXRECESS 1" FROM ALLVISIBLE EDGES, TYP
CHANNEL (2X3X1/16" MTL) FOR WIRE MANAGEMENT
WITH NOTCH OUT IN PANEL FORCONTINUOUS RUN
3/4" WD1
PL3
PL3
3/4" WD1
PL3
PL3PL1
WD1WD1
BOOK BINBY OTHERS
1/2" MDF FIN SATIN ALUMFACE WHERE EXPOSED, TYP
SPACED 12" O.C. MAXRECESS 1" FROM ALL
VISIBLE EDGES TYPICAL
(2) 3/4" WD1
1/2" MDF CONT. FACE FINSATIN ALUM FACE
WHERE EXPOSED, TYP
1/2" MDF FIN, TYPSPACED 12" O.C. MAXRECESS 1" FROM ALL
VISIBLE EDGES TYPICAL
(2)3/4" WD1
1/2" MDF FIN, TYPSATIN ALUM
FACE WHERE EXPOSEDSPACED 12" O.C. MAXRECESS 1" FROM ALL
VISIBLE EDGES TYPICAL
WD1
(2) 3/4" WD1
2 1/2" DIAMETERGROMMET WITH
SATIN ALUMINUM FINISHPL3
Attachment J.1.4 - Tenley Friendship Interim Plans - Minimum Design Requirements