Attach J.2 Benning

BENNING LOCATION

PROJECT DIRECTORY Building Address Benning Road NE and 41st Street NE Washington, DC 20019

Owner DC Public Library Martin Luther King , Jr. Memorial Library 901 G Street NW Washington, DC 20001-4599 Contact: Jeff Bonvechio [email protected] Telephone: 202.442.6070 Fax: 202.727.4792

Architect CORE 1010 Wisconsin Avenue, NW Suite 405 Washington, D.C. 20007 Contact: David Cheney [email protected]   

Sabrina Cheung [email protected]

202.466.6116 202.466.6235 fax

MEP Engineer Allen and Shariff 7061 Deepage Drive 2nd Floor Columbia, MD 21045 [email protected] Contact: Fred Beam Telephone: 410.381.7100 Fax: 410.381.7110

BID SET 6/15/06

DC Public Library 1010 wisconsin avenue, nw suite 405 washington, dc 20007

T 202.466.6116 F 202.466.6235 E [email protected] © core group, pc 2006

Benning Road NE andd 41st Street NE Washington, DC 20019

DIVISION 1 — GENERAL REQUIREMENTS

A. The Work shall comply with applicable codes, amendments, rules, regulations, ordinances, laws, orders, approvals, etc., that are required by public authorities. In the event of conflict, the most stringent requirements shall govern. Requirements include, but are not necessarily limited to, the currently applicable editions or publications of the following:

01500

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

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 penetrations required 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 Work provided under the Contract and leave areas clean. E. The Contractor shall be required to maintain a job site telephone and fax machine.

01300 SUBMITTALS

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 local regulatory 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

B. Preparation of submittals shall be as follows: 1. Submit one (1) reproducible copy and two (2) prints of each shop drawing.

1. The AIA “General Conditions of the Contract for Construction” AIA Document A201, 1997 edition, published by the American Institute of Architects, hereinafter referred to as “General Conditions”, is hereby made part of the Contract Documents, the same as if bound herein.

2. For catalog cuts, brochures, and other standard printed or published product data, submit number of copies needed by Contractor, plus two (2) copies to be retained by Architect.

2. The Contract Documents consist of the following: a. b. c. d. e.

Owner-Contractor Agreement ("The Contract")

General Conditions

Drawings as dated in agreement ("The Drawings")

Addenda

Modifications

3. The Contract Documents are instruments of service and shall remain the property of the Architect whether the project for which they are prepared is executed or not. The Contract Documents are not to be used by the Owner, Landlord or Tenant for other projects or extensions to the project nor are they to be modified in any manner whatsoever except by agreement in writing and with appropriate compensation to the Architect.

3. The Contractor shall submit a minimum of three (3) samples of finishes. The Architect shall retain two (2) samples of finishes for record 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 and approval prior to ordering or proceeding with the Work. No construction shall proceed until submittals are approved. D. Contractor shall allow five (10) working days for the Architect and Consultants to the Architect to review submittals. All submittals not reviewed directly by the Architect, but rather Consultants to the Architect, shall be submitted simultaneously to both the Architect and the Consultant and shall be noted as such. The Contractor shall not proceed with work until both Architect and Consultant have approved the submittal. No extension of the contract time will be granted because of failure to provide submittals for the Architect's review or coordination in a timely fashion.

01025 MEASUREMENT AND PAYMENT

E. The Architect reserves the right to reject any and all items installed without prior review and approval by the Architect.

A. Prior to commencing with the Work, the Contractor shall submit to the Architect the following information:

F. Refer to specified items for specific submittal requirements.

1. A Schedule of Values indicating the components of Work listed in sufficient detail to the satisfaction of the Architect and the Owner 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 the Work and Applications for Payments.

01400 QUALITY CONTROL A. Dimensions and Tolerances: 1. Do not scale drawings; dimensions govern. Verify dimensions with field conditions. If discrepancies are discovered between field conditions and drawings or between drawings, contact the Architect for resolution before proceeding.

B. The above schedule will be used as the basis for evaluating progress of the Work and Applications for Payments.

2. Horizontal dimensions indicated are to/from finished face of construction, except as noted.

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

Layout: A0.1 Specifications

Printed Date: 6/15/06 at 12:56 PM

C. Applications for Payment shall use AIA Document G702. Applications are to be notarized and bear the signature of an authorized officer.

3. Vertical dimensions are from top of floor slab, except where noted to be from above finished floor (AFF), as measured from the high point of the slab. Contractor to notify the Architect when deviation is greater than allowed in note 4 below.

D. Only approved Change Orders are to be indicated on Applications for Payment.

4. Floor Tolerance: The Contractor is to immediately verify slope and report any deviation over a 1/4 inch slope in 10 feet to the Architect prior to commencing Work. The Contractor shall be responsible for leveling all areas to achieve a slope deviation of less than 1/4 inch slope in 10 feet. The Contractor shall ensure an absolute level floor under all swinging and sliding doors.

01030 ALTERNATES AND UNIT PRICES A. The Contractor shall provide pricing for all alternates indicated in the bid form.

5. Dimensions are not adjustable without approval of the Architect unless noted (±).

B. The Owner reserves the right to reduce or increase the total Scope of Work by accepting any of the Alternates or added/deleted Unit Price items.

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 any operating 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. Clean wall, floor and ceiling surfaces including trim, outlet and switch plates, windows, window sills, and window treatments. Clean plumbing fixtures 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 and the Contractor. Surfaces indicated as existing to remain shall be restored to like-new condition. Surfaces indicated as existing to remain and to 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. Salvaged items 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. H. G.C. to prepare site grading and improvements required for building foundation, utilities, stairs and ramps to meet finish grade.

DIVISION 3 — CONCRETE

6. Dimensions indicated to be "clear' or "clr" shall be maintained. Any discrepancies or variations in these dimensions shall be reviewed with the Architect before beginning construction.

FOUNDATIONS AND FOOTINGS

01035 SUBSTITUTIONS

7. Any dimension noted "Verify" or "VIF" must be reviewed with the Architect before beginning construction.

A. G.C. to provide structural design drawings of foundation and footings with soils report documents soil type bearing capacity and water table elevation.

A. The Contractor's bid shall be based on providing all specified items. Substitutions shall be considered only under the following circumstances:

8. The Contractor shall continuously check Architectural and structural clearances for accessibility of equipment and mechanical and electrical systems. No allowance of any kind will be made for the Contractor's failure to foresee means of installing equipment into position inside structures.

1. The specified item is accompanied by the words "equal to". References to makes, brands, models, etc., is to establish type and quality desired.

B. Observation of Work: 1. The Architect, acting as the Owner's designated agent for design of this project, will exercise sole authority for determining conformance of materials, equipment and systems with the intent of the design. Review and acceptance of items proposed by Contractor for incorporation into the Work will be by the Architect. This function of the Architect will apply both to Contract as initially signed, and to the changes to Contract by modification during progress of Work.

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 the Owner.

2. If at any time before commencement of Work, or during progress thereof, the Contractor's methods, equipment or appliances are inefficient or inappropriate for securing quality of Work, or rate of progress intended by Contract Documents, the Owner may order the Contractor to improve their quality or increase their efficiency. This will not relieve the Contractor of his sureties from their obligations to secure quality of Work and rate of progress specified in contract.

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.

C. Reference to Standards:

3. The Contractor's request for substitution shall include product information and samples as deemed necessary by the Architect of both the specified item and proposed substitution. Characteristics of both products shall be clearly identified for the Architect's evaluation.

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 or revision 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.

01040 COORDINATION

2. The Contractor shall waive "Common Practice" and "Common Usage" as construction criteria wherever details and Contract Documents or governing codes, ordinances, etc., require greater quantity or better quality than common practice or common usage would require.

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 to adjacent spaces and/or structures and their occupants, property, public thoroughfares, etc.

D. Existing Conditions: 1. The Contractor shall be responsible for checking Contract Documents, field conditions, and dimensions for accuracy and confirming that Work is buildable as shown before proceeding with construction. Clarification regarding any conflicts shall be received prior to related Work being started. A complete site survey is required by G.C. location all existing utilities and services as well as topographic informatiion prior to starting work.

The Contractor shall take precautions and be responsible for the safety of building occupants from construction procedures. The Contractor 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 or within the base building. The contractor is responsible for the installation and integrity of all penetrations required to the existing roof and for meeting all Landlord requirements. 4. The Contractor shall review the base building Contract Documents and shall comply with base building requirements and design criteria. 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 provisions include, 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 the Architect 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 adjacent materials and finishes. D. Prior to construction, the Contractor shall verify that no conflicts exist in locations of any mechanical, telephone, electrical, plumbing and sprinkler equipment (to include piping, duct work, structural members and conduit) and that required clearances for installation and maintenance of above equipment are provided. Elements in conflict shall be determined and reviewed with Architect for resolution 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 be unavailable or have a long lead time, the Contractor shall notify Architect within seven (7) days of contract award.

2. The Contractor shall notify the Owner in writing of any deficiencies in base building construction prior to the commencement of this 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 take precedence over drawings of larger scope. Should the Contractor at any time discover an error in a drawing or specification, or a discrepancy or variation between drawings, or a discrepancy or variation between dimensions and measurements at site, or lack of dimensions 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. Partitions 2. Doors 3. Core drill locations 4. Electrical/telephone outlets 5. Thermostats 6. Light switches 7. Light fixtures 8. Changes in ceiling plane, and other ceiling features 9. 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 the Contract 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 shall be removed immediately from the Work and replaced with items of the quality specified. Failure to remove rejected materials and equipment shall not relieve the Contractor from the responsibility for quality and character of items used nor from any other obligation imposed by the Contract. I.

The finished Work shall be firm, well anchored, in true alignment, plumb, level, with smooth, clean, uniform appearance without waves, distortions, holes, marks, cracks, stains, or discoloration. Jointings shall be close fitting, neat and well scribed. The finish work shall have no exposed unsightly anchors or fasteners and shall not present hazardous, unsafe corners. Work shall have the provision for expansion, contraction, and shrinkage as necessary to prevent cracks, buckling and warping due to temperature and humidity conditions.

J. Attachments, connections, or fastenings of any nature are to be properly and permanently secured in conformance with best practice and the Contractor is responsible for improving them accordingly. The drawings show only special conditions to assist the Contractor. 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 in

consequence of the Owner's or Architect's failure to discover or to point out defects or deficiencies during construction; nor will presence of 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

T 202.466.6116 F 202.466.6235 E [email protected]

D. Permits and Inspections

A. When the Contractor considers that the Work is substantially complete, the Contractor shall prepare and submit to the Architect a list of items to be completed or corrected. The Architect shall visit the site to determine the status of completion and amend the Contractor's list as required. Upon the Contractor’s stated completion of the items listed to be completed or corrected, and prior to final payment, the Architect shall perform a final inspection of all items listed. Failure to complete listed items, as determined by the Architect, shall require additional site visits as needed by the Architect to determine final completion. The cost of any additional site visits shall be billed hourly based on the Architects published hourly rates and shall be deducted from the Contractor's final payment.

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.

PERMIT SET

1. Finishes 2. Carpet seaming diagram 3. Doors, frames, and hardware 4. Glass 5. Metals 6. Millwork 7. Equipment 8. Appliances 9. Mechanical equipment, diffusers, grilles, devices, etc. 10. Electrical equipment, light fixtures, controls, devices, etc. 11. Plumbing equipment, fixtures, devices, etc. 12. Sprinkler plan

01700

CONTRACT CLOSEOUT

B. All cold rolled steel shall match Architects sample and be prepared in the following manner (this metal is highly reactive and must be carefully cleaned and sealed. All work is to be performed while wearing rubber gloves or white cotton gloves to keep oils 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 changed frequently to avoid accumulation of oil and grease on rag. 3. Seal the metal with one mm thick of an matte finish automotive clear coat acrylic lacquer enamel. 4. All materials used must be approved by Architect prior to construction. DIVISION 6 - WOODS AND PLASTICS 06200

FINISH CARPENTRY A. Submittals:

ISSUED FOR

A. Within seven (7) days of the contract award, the Contractor shall submit to the Architect a schedule of all submittals identifying estimated date of submission. Submittals shall include but are not limited to:

CB

Furniture

Appliances

Equipment

Data and telephone cabling and equipment

Security system and equipment

Computer cabling and equipment

PN 06016.00

1. 2. 3. 4. 5. 6.

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

1. Submit shop drawings and hardware catalog cuts of all millwork hardware for review by the Architect in accordance with the requirements of the Contract Documents. Shop drawings shall show the design and dimensions, and clearly indicate in large scale the construction of the various components, reinforcements, and all other pertinent data and information as required for construction. Any variation from the drawings must be clearly noted as a variation from the requirements. Fabrication of millwork shall not proceed until shop 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 as appropriate, 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 in writing 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 and details to ensure an accurate fit. Any variance found in the field must be brought to the attention of the Architect prior to fabrication. It is the 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 Contract Documents is representative and indicates design intent only. If the materials, details or dimensional properties are at variance with the Contractor's or manufacturer's recommendations, alternate details will be considered for review when shop drawings are submitted in accordance with the Contract Documents. It shall be the responsibility of the Contractor to guarantee that the millwork and equipment will 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 the opinion of the Contractor, the hardware indicated on the drawings does not represent the above-stated intent, the Contractor shall notify the 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.

Specifications

C. Owner-supplied items include:

B. Install building standard fire extinguishers and cabinets where required by applicable codes as directed by the Architect (Provide and install any additional code-required fire extinguishers and cabinets where directed by code officials and/or the Architect).

A. The Contractor is responsible for and shall provide protection for any existing finishes including elevators, lobbies, stairs, and corridors of the base building.

1010 wisconsin avenue, nw suite 405 washington, dc 20007

B. The "Work" includes Owner improvements to an existing tenant space and includes new partitions, finishes and modifications to HVAC, plumbing, electrical, and fire protection systems.

International Building Code 2000

DC Construction Code Supplement of 2003

International Mechanical Code 2000

International Plumbing Code 2000

International Fire Code 2000

NFPA National Electrical Code 1996

DB

1. 2. 3. 4. 5. 6.

A. Unless otherwise noted, "The Owner" refers to the persons, organization and/or business entering into an agreement with the Contractor to execute the Work indicated in the Contract Documents. "The Landlord" refers to the person, organization and/ or business that owns or is responsible for managing the property on which the Work is to be executed. The Contractor's responsibilities to each party are described in the specifications and documents below.

DT 6/15/06

01010

SUMMARY OF WORK

Washington, DC, 20019

intent of the Contract. No payment whether partial or final, shall be construed as an acceptance of defective Work or improper materials

Benning Road NE and 41st Street NE

01060 REGULATORY REQUIREMENTS

DC Public Library - Benning

SPECIFICATION NOTES

A0.1 © core group, pc 2006

5. For millwork indicating plastic laminate exterior finished surfaces, provide white melamine as the interior cabinet and drawer surface 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.

2. All gypsum board installation shall be done by a qualified installer with experience in commercial applications similar in scope to this project.

2.

3. Gypsum board installation shall conform to ASTM C840, the recommendations of the Gypsum Association, the specific recommendations of the manufacturer, and the requirements of the UL Fire Resistance Directory (at fire rated partitions)

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.

10. Repair or replace damaged or defective millwork wherever deemed necessary. If millwork cannot be adequately repaired, it shall be replaced 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.

C. Hollow Metal Doors

1. Glass: Tempered; ASTM C1048 3 a. Classifications: ASTM C1036; Type 1, class 1, quality q b. Thickness: 1/2" c. Color: Clear 3.

D.

1.

b.

2.

3. Metal stud framing shall conform to ASTM C754.

1. Non-Rated Frames: a. Gauge: 16 gauge b. Frames over 4'-0" (1200 mm) wide: 14 gauge

E.

Acceptable Products: i. Dorma - RTS88 ii. LCN - 6030 Series w/CP 150 pivot iii. Norton - 4900 Series w/490 pivot

Push/Pull Bars: Horizontal push bar/offset pull bar combinati on a. Size: 1" diameter b. Projection: 2 1/2" nominal c. Offset: 2 1/4" (nominal d. Mounting: i. Pull Bar: 12" center to center ii. Push Bar: 33" center to center e. Finish: [BHMA #630 (US32D)] [BHMA #625 (US26)] f. Acceptable Products: i. Builders Brass Works - 2960 ii. Hiawatha - 658B x 1081 LBP iii. Rockwood - 15847

INSTALLATION

3. Twist: +/- 1/16" (1.5 mm) a. Measured at face corners of jambs on parallel lines perpendicular to plane of wall.

A. Product Data: 1. Submit manufacturer's literature describing products to be provided. B. Shop Drawings:

4. Plumbness: +/- 1/16" (1.5 mm) a.) Measured on jambs at floor. G. Door Clearances Subject to +/- 1/32" (.08 mm) tolerance:

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. Head and Jambs: 1/8" (3 mm)

1. Federal Accessibility Regulations: a. Americans with Disabilities Act - ADA b. Uniform Federal Accessibility Standards - UFAS

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.

2. National Fire Protection Association: a. NFPA 80 Standard for Fire Doors and Windows b. NFPA 101 Life Safety Code c. NFPA 105 Smoke- and Draft-Control Door Assemblies

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 primer b. Touch-up areas shall not be obvious.

HARDWARE

PERMIT SET

2. Alignment: +/- 1/16" (1.5 mm) a. Measured on jambs on a horizontal line parallel to plane of wall.

08700

D. General Requirements:

ISSUED FOR

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.

CB

F. Frame Tolerances:

All-Glass E ntrance System: a. Install all-glass entrance system in compliance with manufacturer's instructions. b. Use a method of attachment to structure to perm it sufficient adjustment to accommodate construction tolerances and irregularities. c. Fit, a lign, and adjust door assemblies plumb and level, to pro vide a smooth operation. ii. Door Sills: 1/4" iii. Butt Glazing Joints: 3/8", except between sidelights and glass transoms, which shall be 1/8"

PN 06016.00

1.

1. Shop Priming: a. Doors and frames shall be chemically treated to ensure maximum paint adhesion and coated, on exposed surfaces, with a rustinhibitive 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.

DB

E. Finishes

DT 6/15/06

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

1. Items of hardware not definitely specified, but needed for satisfactory installation of hardware shall be provided. Such items shall be of type and quality suitable for service needed and comparable to adjacent hardware.

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.

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.

08120 ALUMINUM DOOR FRAMES A. 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 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 Doors ii.) Hardware B. Extruded Aluminum Frames 1.

Finish:

Clear anodized

2. Products: a. Ragland Manufacturing Company, Inc. - RACO Classic Freestanding Series b. 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.

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, free of 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. The Architect 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 of materials 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 ordering materials 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 the highest 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 beginning work, damaged or wrong materials shall be returned to the manufacturer for immediate replacement to prevent delays in the completion of the work. 6. Compliance with the manufacturer's requirements for handling, storage, installation and protection is the exclusive responsibility of the Contractor. 7. Finishes shall extend over, under and/or behind any item of built-in millwork, equipment, mirrors, etc., as indicated on the drawings.

Specifications

Printed Date: 6/15/06 at 12:56 PM

D. Hollow Metal Frames

Layout: A0.2 Specifications

Overhead Closers:

a.Concealed overhead closers s hall be hea vy duty, fully hydraulic, full rack and pinion action with adjustable sprin g power. Closers s hall be sized in compliance with re quireme nts for accessibility for ha ndicapped a nd recommendations of ma nufacturer.

2. Fire Rated Doors: Seamless hollow steel doors a. Grade: SDI Grade II, Heavy Duty; Model 2 b. Gauge: 18 gauge c. Core Material: Acoustical insulation d. Label: As indicated on Drawings.

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

Glazing Channels: a. Top Channel: 1" x 2" no minal b. Bottom Channel: 1" x 1" nominal c. Finish: [Stainless Steel #4 , satin brushed ] [Match BHMA #62 5 (US26)]

DOOR HARDWARE

1. Non-Rated Doors: Seamless hollow steel doors a. Grade: SDI Grade II, Heavy Duty; Model 2 b. Gauge: 18 gauge c. Core Material: Acoustical insulation at interior applications, thermal insulation at exterior applications.

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.

2. Metal stud gauge for partitions shall be 25 gauge minimum unless noted otherwise. Metal studs at fire rated partitions shall be 20 gauge minimum.

C. MATERIALS

B. Quality Assurance

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.

1. Installation of metal framing for interior gypsum board shall conform to ASTM C754.

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.

A. Submittals

1. Qualifications: a. Single Source Responsibility: i.) To greatest extent possible, frames, anchors, etc. shall be products of a single manufacturer or items standard with manufacturer of hollow metal products. ii.) Provide secondary materials which are produced or are specifically recommended by hollow metal products manufacturer to ensure compatibility.

B. Metal Framing

B. QUALITY ASSURANCE

08100 STEEL DOORS AND FRAMES

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 frame types 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 Doors ii.) Hardware

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.

T 202.466.6116 F 202.466.6235 E [email protected]

DIVISION 8 — DOORS AND WINDOWS

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" lengths ii. Sheet or Plate Materials: 6" squares b. Submit 2 samples of glass. i. Sample Size: 12" x 12"

9. The Contractor shall be responsible for making certain that millwork items are not delivered until areas are sufficiently dry so that the millwork will not be damaged by excessive changes in moisture content. All delivered units shall match the final approved shop drawings and samples. Units which are marred, chipped or otherwise damaged shall be repaired or replaced as determined by the Architect. Units shall be protected during shipment and installation. After installation of units in their proper location, all protection shall be removed and all surfaces thoroughly cleaned to the complete satisfaction of the Architect. Surfaces shall then be recovered and protected.

1. The Contractor shall notify Architect of date for partition layout. Layout shall be reviewed by Architect prior to construction.

1. Product Data: a. Submit manufacturer's literature describing products to be provided.

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.

A. General

Washington, DC, 20019

A. SUBMITTALS

GYPSUM BOARD

Benning Road NE and 41st Street NE

SECTION 08450 - ALL-GLASS ENTRANCES

09250

DC Public Library - Benning

2. Remove and replace defective work.

1010 wisconsin avenue, nw suite 405 washington, dc 20007

4. Millwork covered in wood veneer or plastic laminate shall be fabricated and assembled by skilled workmen to the complete satisfaction of 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 connections shall be made tightly so that threads are entirely concealed. All exposed laminate joints shall be shown on shop drawings and reviewed by the Architect.

A0.2 © core group, pc 2006

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.

2. All Mechanical, Electrical, and Plumbing penetrations in fire rated partitions shall be sealed at their perimeter with approved fire rated sealer.

E. Install black resilient transition/reducer strip between VCT and other floor finishes.

3. Fabric shall be colorfast , and retain its shape, and shall not be affected by moisture or heat. Cut fabric to eliminate glare and reverberation from shining surfaces maintaining exterior view. Top of fabric shall be retained in recessed spline of shade roller; bottom of fabric shall be retained in extruded hem bar.

09680 CARPET

4. Fasteners shall be non-corrosive type, suitable for intended application.

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, and shall 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

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. 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 for acceptance prior to installation. 09300 TILE A. Submittals

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.

1. Tile samples indicating all sizes, shapes, and colors.

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.

2. Grout color

3. Transitional Moldings and Trim:

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's specifications and recommendations. The Contractor shall flash patch all uneven floor slab surfaces in order to provide a flat, smooth and continuous floor surface. D. Install white marble threshold at doors that define transitions between ceramic tile and other floor finishes. Threshold shall be shaped to meet ADA requirements.

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 nonstaining 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.

09510 ACOUSTICAL CEILINGS

09900 PAINTING

A. Submittals

A. Submittals

1. Submit a minimum of three samples of the following: a. Acoustical ceiling panels: 6" x 6" minimum b. 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 of a single manufacturer or items standard with manufacturer of acoustical ceiling panel units. C. Materials 1. Suspension system: ASTM C635 a. Grid Components: i.) Exposed Tee: Die cut and interlocking ii.) Wall Moldings: Hemmed angle iii.) Face dimension: 15/16" iv.) Finish: Baked polyester paint v.) Color: 1.) White at locations with acoustical ceiling panels 2.) Black at locations with open grid b. Acceptable Products: i.) Armstrong - Prelude XL Exposed Tee System ii.) USG Interiors - DX Grid System 2. Acoustical Ceiling Panels: ASTM E1264 a. Size: 24" x 24" b. Thickness: 3/4” c. Edge: Beveled tegular lay-in d. Color: White e. Acceptable Products: i.) Armstrong - Angled Tegular Cirrus ii.) 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 with acoustical 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 components independently. h. Do not eccentrically load system, or produce rotation of runners. 2. Moldings and Trim a. 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. Tolerances a. 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 of replacement work.

1. Bar shall be shaped steel profile, engineered to weight requirements, insert in welded hem bar pocket and closed ends, to maintain bottom 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 loading capabilities. 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 alignment levels 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 flat without buckling or distortion. Replace units or components which cannot be adjusted to hang properly or operate smoothly. DIVISION 15 - MECHANICAL A. G.C. to provide mechanical plan showing all diffusers and duct layouts. Where ceiling is open and return air duct is required undercut doors in rooms with finished ceilings. Exhaust all bathrooms to exterior. 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 on dedicated circuits which shall be gray and isolated ground receptacles which shall be orange. Receptacle faceplates 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 stainless steel with a satin or brushed finish. C. Dimmers shall be Decora by Leviton (800-323-8920) or visually match Decora style. Dimmers shall be compatible with light fixtures and ballasts. Color shall be black. Faceplates shall be stainless steel with a satin or brushed finish where possible - faceplates shall match dimmer at other locations.

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

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

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 SHADES A. 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 steel a. Size: 2 7/8" x 3" 2. Drive Chain: #10 stainless steel a. Strength: 90 lbs. test C. Shade Tube Assembly: Extruded aluminum tube 1. Size: 1 3/8" diameter 2. Finish: Anodized; clear

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.

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, to eliminate breakage of chain under normal usage. 4. Shade shall not be operable by pulling hem bar downward.

Specifications

Printed Date: 6/15/06 at 12:56 PM

4. Temperature of carpeted areas shall not fall below 50 degrees F, regardless of age of installation.

E. Hem Bar:

T 202.466.6116 F 202.466.6235 E [email protected]

3. Outside corners of gypsum board shall have metal corner beads (screwed type), unless noted otherwise.

1. Top of fabric shall be retained in recessed spline of shade roller; bottom of fabric shall be retained in extruded hem bar, without exposed fasteners.

PERMIT SET

2. All Gypsum board panel joints, joints to existing construction, edge trim, corner beads, and pre-formed reveals shall be tapped, bedded in joint compound, and sanded smooth with no visible joints. Provide proper backing for all reveals as recommended by manufacturer.

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.

D. Shade Fabric:

ISSUED FOR

1. Gypsum board shall be installed and finished to within 1/4" of floor slab.

1. Fascias shall be custom designed closures to fit onto premoulded end mounting brackets without exposed fasteners.

CB

E. Gypsum Board Finish Notes

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.

B. Aluminum Fascia:

PN 06016.00

2. All Mechanical, Electrical, and Plumbing penetrations in sound rated partitions shall be sealed at their perimeter with approved acoustical sealer.

A. Submittals

1010 wisconsin avenue, nw suite 405 washington, dc 20007

1. Sound rated partitions shall conform to ASTM E497, Standard Practice for Installing Sound-Isolating Lightweight Partitions.

Washington, DC, 20019

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. The Contractor shall use inside and outside corners and end stops for all areas specified. Use roll goods only. No seam shall occur within 6" of an outside corner.

Benning Road NE and 41st Street NE

1. Fire rated partitions shall conform to UL design number indicated. Refer to UL Fire Resistance Directory - Volume I (latest edition) for additional information.

DC Public Library - Benning

1. Shading system components shall be manufactured and assembled to allow for custom installation techniques to suit Project conditions.

D. Sound Rated Partitions

Layout: A0.3 Specifications

A. General Requirements:

C. VCT shall be laid in straight grid (not basket weave) direction. Refer to drawings for color patterns and direction.

C. Fire Rated Gypsum Board Partitions

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

FABRICATION

DB

5. Metal furring shall be spaced at 24" on center unless noted otherwise.

B. Prepare the existing, base building slab prior to installation of the scheduled flooring. All surfaces shall be sealed, sized or properly prepared per manufacturer's specifications and recommendations. The Contractor shall flash patch all uneven floor slab surfaces in order to provide a flat, smooth and continuous floor surface.

DT 6/15/06

4. Metal runners shall correspond in size and gauge to metal studs. Metal runners shall be continuous and attachment shall be at 24" on center unless noted otherwise.

A0.3 © core group, pc 2006

Building Section Sheet Number Elevation Number

2 A2.0

Exterior Building Elevation Sheet Number

1

Elevation Number 2

4 3

Interior Elevation-Plan Sheet Number

A2.1

1

Window Designation Equipment Designation

1

1

Sheet or Work Note

C L

Centerline

Alignment with Established Element

Elevation above grade – Building Section or Building Elevation

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

Layout: A0.4 Project Info, Drawing Index

Printed Date: 6/15/06 at 12:56 PM

+ 32.16'

8'-6"

Elevation above finished floor – Plans

Revision Cloud and Marker 1

E

Existing to remain

R

Existing relocated

1

Partition type

1

Door type

A

Hardware set

Earth

Gravel

Concrete

Brick

Concrete Masonry Unit

Cut Stone

Metal (See material designation & schedule for type) Glass GWB (Large scale) Medium Denisty Overlay (MDO) Board/ Oriented Strand Board (OSB) Plywood Lay-in Ceiling Tile (Acoutical Panels)

Insulation (Loose or Batt) Insulation (Rigid) Wood Blocking/ Shim Wood Blocking – Continuous Wood – Finished Carpet

FRT FRMG FT FTG FURN FURR GA GALV GB GC GFI GL GWB GYP HB HC HD HDBD HDR HDWR HDWD HORIZ HT HTR HVAC HW IG IN INCL INSUL INT

Type of Construction:

IIIB

Use Group:

Assembly Group M Business Group B

Building Stories: Project Stories: Area:

1 1 project gross square feet: 3,828 200 4,028

Ground Floor Library (M): Ground Floor Office (B): Total Project Gross Area:

occupancy: 64 2 66 occy by sf

Washington, DC, 20019

International Building Code 2000 DC Construction Code Supplement 0f 2003 International Mechanical Code 2000 International Plumbing Code 2000 International Fire Code 2000 NFPA National electrical Code 1996 International Energy Conservation Code 2000 International Fuel Code 2000

Area of Work:

Benning Road NE & 41st Street NE

Exits Required:

2

Exits Provided:

2

egress width required:

Sprinklered:

No

Fire Alarm:

No

Accessibility:

New layout is accessible with handrails and ADA compliant fixtures

Plumbing Fixture Requirement:

EGRESS DIAGRAM 33

1 toilet for 500 occupants required 1/2 men = 1/2 women = total :

stairway .2" 13.16 egress width is compliant

required WC: 0.07 0.07 0

required Lav: 0.04 0.04 0.1

bathroom fixtures per floor: Provided WC: Ground Floor 2

Provided Lav: 2

T 202.466.6116 F 202.466.6235 E [email protected]

2 A2.0

Governing Code:

Benning Road NE and 41st Street NE

Section Number

New retail space

170

Service Sink Provided @ Ground Flr: 1 New Drinking Fountain @ Ground Flr: 1 New

DRAWING INDEX ARCHITECTURAL

33 340

EGRESS LEGEND

xx

Actual

xx

Capacity

A0.1 A0.2 A0.3 A0.4 A0.5 A0.6

SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS PROJECT INFO, DRAWING INDEX DOOR TYPES / HARDWARE SCHEDULE PARTITION TYPES

A1.1 A1.2 A1.3 A1.4

CONSTRUCTION PLAN FIXTURE / MILLWORK PLAN REFLECTED CEILING PLAN FINISH PLAN

A2.1 A2.2

ELEVATIONS ELEVATIONS

A4.1 A4.2 A4.3

DETAILS DETAILS DETAILS

MECHANICAL / ELECTRICAL P100 P200 E100 E200 E300

PLUMBING DATA SHEET PLUMBING FLOOR PLAN ELECTRICAL DATA SHEET ELECTRICAL POWER PLAN ELECTRICAL LIGHTING PLAN

PERMIT SET

Sheet Number

Project Description:

ISSUED FOR

Detail-Plan

DC Public Library - Benning Rd NE and 41st Street NE, 20019 6016

DC Public Library - Benning

Detail Number 2 A2.0

Project Name: Project Number:

CB

Sheet Number

Janitor Joist Joint Kitchen Lavatory Level Left Hand Light Lighting Masonry Material Maximum Medium Density Overlay Mechanical Membrane Mezzanine Manufacturer('s) Minimum Miscellaneous Molding Masonry Opening Metal Mounted Mounting Microwave Oven North Not in Contract Number Number Not to Scale Overall Outside Diameter On Center Office Opening Opposite Pole Partition Perimeter Paint Grade Plate Plastic Laminate Plaster Plexiglass Plumbing Plywood Pavement Polyethylene Pair Pound Per Square Foot Pound Per Square Inch Pressure Treated Painted Polyvinyl Chloride Quarry Tile Quantity Riser(s);Radius Rough Opening Radius Radius Removable Double Glazing Receptacle Refigerator Register Reinforcing Replace(ment) Required Resilient Revision Room Ridge Line Shelf;Shelves Surface Four Sides Solid Core Schedule(d) Siding Section Single Glazed Sheet Sheathing Similar Smooth Lumber Molding Desig. Specification Square Stainless Steel Street Standard Steel Storage Structure Subfloor Surface Suspend Tread(s) Tongue and Groove To Be Specified Telephone Temperature Thick Toilet Top of (----) Treated Typical Underwriters Laboratories, Inc. Unless Noted Otherwise Unless Otherwise Noted Utility Volt Valley Line Vapor Barrier Vinyl Composition Tile Ventilate(-or) Verify in Field West Water Closet Wood Window Wide Flange Water Heater Waterproofing Weather Stripping With Without Weight Welded Wire Mesh

PN 06016.00

Detail-Section

JAN JST JT KIT LAV LEV LH LT LTG MAS MATL MAX MDO MECH MEMB MEZZ MFR MIN MISC MLDG MO MTL MTD MTG MW N NIC NO # NTS OA OD OC OFF OPNG OPP P PART PERIM PG PL PLAM PLAS PLEX PLMB PLYWD PMVT POLY PR PSF PSI PT PTD PVC QT QTY R RO R= RAD RDG RECPT REF REG REINF REPL REQ;REQ'D RESIL REV RM RL S S4S SC SCHED SDG SECT SG SHT SHTG SIM SM SPEC SQ S. STL ST STD STL STOR STRUC SUBFL SURF SUSP T T&G TBS TEL TEMP THK TLT TO_ TRTD TYP UL UNO UON UTIL V VL VB VCT VENT VIF W WC WD WDW WF WH WP WS W/ W/O WT WWM

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

Project Info, Drawing Index

2 A0.3

One-inch nominal thickness Two-inch nominal thickness At Above Air Conditioning Acoustical Acoustical Ceiling Tile Adjacent, Adjustable Above Finish Floor Alternate Aluminum Anchor Anodized Approximate Assembly Average Board (or Bead, if applicable) Between Building Blocking Bolt Beam Bottom Bearing Brick Basement Beyond Cabinet Cement Ceramic Control Joint Closet Cladding Ceiling Clear Concrete Masonry Unit Column Concrete Construction Continuous Contractor Copper Carpet Corridor Cast Stone Countersink Ceramic Tile Center Centered Cold Water Double Demolish, Demolition Detail Drinking Fountain Double Glazed Diameter Dimension Down Downspout Dishwaher Drawing East Each Expansion Joint Electric(al) Elevation Emergency Energy Panel Equal Equipment Existing to Remain Electric Water Cooler Existing Exhaust Expansion, Exposed Exterior Fire Alarm Furnished by Owner Floor Drain Foundation Fire Extinguisher Cabinet Finish Floor Fiberglass Finish Fixture Flashing Floor Fluorescent Face of Masonry Face of Structure(or Face of Stud, where applicable) Fire Retardant Treated Framing Feet Footing Furniture Furring Gauge Galvanized Grab Bar General Contractor Ground Fault Interrupter Glass Gypsum Wall Board Gypsum Hose Bib Hollow Core Head Hardboard Header Hardware Hardwood Horizontal Height Heater Heating/Ventilation/Air-Conditioning Hot Water Isolated Ground Inch Include(d) Insulation Interior

1010 wisconsin avenue, nw suite 405 washington, dc 20007

Detail Number

1X 2X @ ABV AC ACOUS ACT ADJ AFF ALT ALUM ANCH ANOD APPROX ASSY AVG BD BTWN BLDG BLKG BLT BM BOT BRG BRK BSMT BYD CAB CEM CER CJ CLO CLAD'G CLG CLR CMU COL CONC CONST CONT CONT'R CPR CPT CORR CS CSK CT CTR CTRD CW DBL DEMO DET DF DG DIA DIM DN DS DW DWG E EA EJ ELEC ELEV EMER EP EQ EQUIP ETR EWC EXIST EXH EXP EXT FA FBO FD FDTN FE FF FGLAS FIN FIX FLASH FLR FLUOR FOM FOS

DB

Room Name Room Number

Office 001

PROJECT INFORMATION

VICINITY MAP

ABBREVIATIONS

DT 6/15/06

SYMBOL LEGEND

A0.4 © core group, pc 2006

HGT

E1 E1 E1 E3

3' 3' 3' 6'

7' 7' 7' 7'

metal metal metal metal/glass

metal metal metal metal

E2 E2 E2 E2

2"

6"

6"

HEAD

JAMB

H1/A0.4 H1/A0.4 H1/A0.4 H1/A0.4

J1/A0.4 J1/A0.4 J1/A0.4 J1/A0.4

NOTES

C B A E

GLASS FOR D04 TO BE G1 (1" INSULATED LOW-E GLASS) 6"

6"

6"

6"

2"

HARDWARE SCHEDULE ALL EGRESS DOORS SHALL BE OPERABLE IN THE DIRECTION OF TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. A

C

B

D

E

DESCRIPTION

F

FRONT ENTRY SET

X

X

X

X

X

HINGES

X

X

X

X

X

Glass Door Type SCALE: 3/8'' = 1'-0''

SCHLAGE SATURN LEVER 626

X

BOMMER #5000 - 5 KNUCKLE, FULLY MORTISED BUTT HINGE (QTY. 3) OR EQUAL BY HAGER.

DOOR STOP

X

X

X

SILENCERS

X

X

COAT HOOK

X

X

IVES #WS401CVX / WS402 CVX GRAY RUBBER STOPPER

X

X

IVES SR66 OR EQUIVALENT IVES 405 COMMERCIAL/PUBLIC GRADE ALUM CAST COAT/HAT HOOK 2"

KICK PLATE

X

HOLD OPEN

X

X

X

CRASH BAR

IVES 405 24" HIGH METAL FULL WIDTH OF DOOR IVES PLUNGER TYPE FS1153

X

E2

Frame Type SCALE: 3/8'' = 1'-0''

X CONTRACTOR TO COORDINATE SECURITY REQUIREMENTS WITH OWNER.

DOOR AND HARDWARE NOTES:

5. All egress doors shall be operable in the direction of travel without the use of a key or special knowledge.

SEE SCHEDULE

7. All lockes to be Sergeant master-keyed; confirm with Owner.

9. Clean and adjust existing hardware to remain.

E1

Door Type SCALE: 3/8'' = 1'-0''

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

Door Types / Hardware Schedule

6. All hardware requirements indicated in plans and specifications shall be coordinated with Owner for all items prior to placement of materials order.

ISSUED FOR

PERMIT SET

CB

4. G.C. to coordinate and provide all necessary cut-outs in door and millwork frames for security cabling, locking devices, and accessories. G.C. to coordinate work between trades. Procure template from owners' security vendor and coordinate as required.

PN 06016.00

3. All hardware finishes to be US26D UON.

DB

2. See Architectural Plans A1.1 for symbol locations.

DT 6/15/06

1. G.C. to provide full submittal package of all Doors and Hardware prior to proceeding with work.

8. Hardware specified for each leaf unless otherwise noted. File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

2"

SEE SCHEDULE

Printed Date: 6/15/06 at 12:56 PM Layout: A0.5 Door Types / Hardware Schedule

X

X

CLOSER

3'

SEE SCHEDULE 2"

PASSAGE SET

LEVER LOCKSET

REAR ENTRY SET

RESTROOM

LOCK, OR YALE.

STORE ROOM

SCHLAGE AL SERIES, CYLINDRICAL LATCH AND LOCKSETS. OR APPROVED EQUAL BY SEARGENT, OR BEST

AND LEVER SET

OFFICE LOCKSET

LATCH/LOCK

E3

SEE SCHEDULE

1010 wisconsin avenue, nw suite 405 washington, dc 20007

HARDWARE ITEM

3'

2"

2"

10"

2"

Washington, DC, 20019

WD

SET NO

T 202.466.6116 F 202.466.6235 E [email protected]

TYPE

FIRE RATING

DETAIL

TYPE

MATL

Benning Road NE and 41st Street NE

MATL

DC Public Library - Benning

SIZE

MARK

D01 D02 D03 D04

FRAME

SEE SCHEDULE

DOOR

2"

DOOR AND FRAME SCHEDULE

A0.5 © core group, pc 2006

3/4"

FACE OF EXISTING PARTITION OR STRUCTURE

HEAD

TOP TRACK ACOUSTICAL SEALANT

PLAN

1/2" SHIM SPACE 1/2" GWB. 1/2" GWB., BOTH SIDES, TYP.

SCHED PARTITION

PLAN

METAL STUD ADJACENT PARTITION (WHERE OCCURS) 6"

3 5/8" METAL STUD @ 16" O.C.

7/16"

SOUND ATTENUATION BLANKET (STC-50)

CONT MTL RUNNER ANCHORED TO SLAB

CONT MTL RUNNER ANCHORED TO SLAB

SCHED DOOR

ACCOUSTICAL SEALANT

FINISHED FLR'G

FINISHED FLR'G 1/4"

ACCOUSTICAL SEALANT TOP OF FILL SLAB

SOUND FIRE BATTS RATING

STC RATING

REMARKS

NO.

STUD SIZE

LIMITING GAUGE SPACING HEIGHTS

PARTITION WIDTH

SOUND FIRE BATTS RATING

STC RATING

002A 2 1/2"

25

16"

11'-3"

3 5/8"

3"

non rated

STC-50

001A 3 5/8"

25

16"

14'-4"

4 7/8"

3"

non rated

STC-50

002B 3 5/8"

25

16"

14'-4"

4 7/8"

3"

non rated

STC-50

001B 6"

25

16"

19'-9"

7 1/8"

3"

non rated

STC-50

REMARKS

HM Door Jamb SCALE: 3'' = 1'-0''

SCALE: 3'' = 1'-0''

ISSUED FOR

PERMIT SET

001

CB

SCALE: 3'' = 1'-0''

Partion Type

PN 06016.00

002

Partion Type

DB

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

GENERAL NOTES 1.

ALL STUDS SHALL BE 25 GAGE, 16" O.C. UNLESS NOTED OTHERWISE

2.

GYPSUM WALL BOARD SHALL BE TYPE "X" FIRE RATED AT FIRE RATED PARTITIONS

3.

MOISTURE RESISTANT GYPSUM WALL BOARD SHALL BE USED AT ALL PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE. 4.

REFER TO FINISH SCHEDULE FOR WALL, FLOOR, BASE AND CEILING FINISHES.

5.

FIRE RATED PARTITIONS SHALL CONFORM TO THE REQUIREMENTS OF THE REFERENCED TESTING AGENCY DESIGN NUMBER. ASSEMBLIES CONFORMING TO EQUIVALENT REQUIREMENTS BY OTHER TESTING AGENCIES ARE ACCEPTABLE IF APPROVED BY THE LOCAL CODE COMPLIANCE DEPARTMENT. 6.

LIMITING HEIGHTS FOR GYPSUM WALL BOARD PARTITIONS ARE BASED ON A LATERAL LOAD OF 5 PSF AND A DEFLECTION CRITERIA OF L/240 FOR PRODUCTS OF THE NATIONAL GYPSUM COMPANY. CONTRACTOR SHALL VERIFY THAT APPROVED PRODUCTS FROM OTHER MANUFACTURERS MEET L/240 DEFLECTION CRITERIA. IF REQUIRED TO MEET CRITERIA, STUD GAGE AND/OR SPACING SHALL BE DECREASED, OR BRACING SHALL BE ADDED ABOVE THE CEILING.

7.

AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE FINISH, CONTRACTOR SHALL PROVIDE ASSEMBLIES MEETING L/360 DEFLECTION CRITERIA. 8.

PARTITION TYPES ARE CONTINUOUS AROUND CORNERS AND ACROSS DOOR AND WINDOW OPENINGS, UNLESS NOTED OTHERWISE.

Partition Types / Schedule

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

PARTITION WIDTH

DT 6/15/06

J1

NO.

LIMITING GAUGE SPACING HEIGHTS

SCALE: 3'' = 1'-0''

Layout: A0.6 Partition Types / Schedule

Printed Date: 6/15/06 at 12:56 PM

H1

HM Door Head

STUD SIZE

T 202.466.6116 F 202.466.6235 E [email protected]

WALL BASE AS SCHEDULED

WALL BASE AS SCHEDULED 1010 wisconsin avenue, nw suite 405 washington, dc 20007

HOLLOW METAL FRAME - GROUT SOLID AT RATED DOORS

BASE

BASE

2"

1/2"

Washington, DC, 20019

UNDERSIDE OF STRUCTURE

Benning Road NE and 41st Street NE

DC Public Library - Benning

HEAD

UNDERSIDE OF STRUCTURE

A0.6 © core group, pc 2006

B.

All dimensions shown are from finished faces of partitions.

New Interior Full-Height Wall Partition Type - Refer to Sheet A0.4

C.

Base building partitions should be clean and prepared for proposed tenant construction per review of Architect and G.C. Areas that are scheduled originally or currently with gyp. bd. should be paint ready.

1

02A

15'-4"CLR

2'-11" 01A

01A

New Interior Low -Height Wall Partition Type - Refer to Sheet A0.4

02A

01B D01

CL

D03

Washington, DC, 20019

1' 1'

SEE FIXTURE PLAN

01A

New Door

All architectural, electrical, and non-structural systems, components attached to existing structure shall comply with all applicable code.

Door Type - Refer to Sheet A0.4

01A

D01

02B

8'CLR

1

Dimensions indicated to be "clear" or "hold" shall be maintained. Any discrepancies or variations in these dimensions shall be reviewed with the Architect before beginning construction.

01A

2'-9" 8'-6"CLR

18'-4"

01A

02B

CLR

2'-9"

EQ

EQ

G. Any dimension noted "VIF" must be reviewed with the Architect before beginning construction.

CONSTRUCTION WORK NOTES 1

MODULAR WINDOW CENTERED ON STANDARD MODULAR BAY.

2

PAINTED PRESSURE TREATED WOOD LANDINGS, STAIRS, AND RAMPS. EXTENT BASED ON SITED CONDITIONS. DESIGN BY ARCHITECT.

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 the start of construction.

4

Dashed lines indicate lines of ceiling overhead.

5

MODULAR HVAC UNIT

6

STRUCTURE ABOVE, TYP

7

SECURITY NIC - BY OWNER

CHAINLINK FENCE WITH VINYL GRAPHIC BANNER. GRAPHIC TBD.

6

Coordinate all elevations and detail information with plans.

Q. Provide glavanized metal corner beads and/or trim for all exposed gypsum board edges and corners, spackle and sand smooth.

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA 01A

02A

02A

1'

12'-4"CLR

7 D04

3'

DN

2

RAMP DN

4

CL

Construction Plan

P.

PERMIT SET

O. Partition types above door are to be same as the adjacent partitions unless noted otherwise.

ISSUED FOR

G.C. to replace any removed or damaged existing fireproofing material at deck, beams, or existing partitions.

CB

3 1

PN 06016.00

PAINTED PRESSURE TREATED WOOD CANOPY DESIGN BY ARCHITECT COORDINATES WITH STAIR LANDING AND RAMP.

DB

N.

5

DT 6/15/06

M. Locate typical door opening 4" away from adjacent wall corner. Keep minimum 18" clearance from latch to wall on pull side of all doors per ADA guidelines.

02B

12'-4"CLR

67'-4"CLR

L

3

01A

02A

ALIGN

Provide and install fire retardant wood blocking in partitions at wall hung shelving, cabinets, etc. Verify shop standard with millwork subconstractor and review with the Architect for acceptance prior to installation. Coordinate blocking requirements for millwork with plans and details.

48'-4"CLR

H.

2'-8"CLR

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

Layout: A1.1 Construction Plan

Printed Date: 6/15/06 at 12:56 PM

F.

02A

18'-6"CLR

5'CLR

D. Alignment of door heads and other critical horizontal elements shall be maintained at a constant level relative to the ceiling plane, and shall not follow variations in the floor plane.

01B

D02

5'CLR 01A

1

E.

D05

D02

T 202.466.6116 F 202.466.6235 E [email protected]

Existing Perimeter Wall

ALIGN

Refer to A0.4 for partition types and details.

A.

3'CLR

CONSTRUCTION LEGEND

7'-6"CLR

CONSTRUCTION GENERAL NOTES

Benning Road NE and 41st Street NE

DC Public Library - Benning 1010 wisconsin avenue, nw suite 405 washington, dc 20007

DN 2

A1.1 © core group, pc 2006

ROTATING DIPLAY GONDOLAS

9

MENS 6

AUTOCHECKOUT STATION

F7

COMPUTER DESK

COFFE TABLE

F10

LOUNGE CHAIR

18

1 2 3

F11

CHILDREN'S READING TABLE

F12

CHILDREN'S COMPUTER TABLE

F13

CHILDREN'S CHAIR

8

F14

COMPUTER STATION

10

5 6 7

9

BAR HEIGHT STOOLS

F16

LOUNGE CHAIRS

11 12 13 14

SIDE TABLE

F18

TASK CHAIR

F19

BOOK CART

F20

OFFICE DESK

F21

OFFICE DESK

15 16

F22A

BOOKSHELF

F22B

BOOKSHELF

F22C

BOOKSHELF

F23

BOOK DROP

7

17 18

BOOK DROP WINDOW DISPLAY AREA POS PROVIDED BY OWNER NOT USED WORK COUNTER AUTO CHECKOUT PROVIDED BY OWNER VEN MACHINE PROVIDED BY OWNER COPIER PROVIDED BY OWNER TRASH CANS PROVIDED BY OWNER NOT USED SORTING DESK COMPUTER TOWER AND SCREEN PROVIDED BY OWNER PRINTER PROVIDED BY OWNER SEE 4/A4.3 AND 5/A4.3 SEE 1/A4.3 SEE 6/A4.3 SEE 3/A4.3 SEE 2/A4.3

WOMENS

E11

4

E3

ADULT COMPUTERS

ADULT LOUNGE

1

3

5

EX

SPECIFICATION

14

CIRCULATION DESK

FIXTURE LEGEND 3

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

CHILDRENS READING

2

MANUFACTURER

NOTES

SINK

ELKAY 630-574-84848

ELKAY BLR150C 15"X15"

ADA DRINKING FOUNTAIN

ELKAY 630-574-84848

ELKAY SOFT SIDE BARRIER FREE ECDFPW314C

MIRROR

BOBRICK 518-877-7444

BOBRICK B-165 1624

E5

TOILET PAPER DISPENSER

BOBRICK 518-877-7444

BOBRICK B-4288

E6

PAPER TOWEL DISPENSER

BOBRICK 518-877-7444

BOBRICK B-4262

E4

2 17

SUMMIT ALB-751/3 32" H, 23 5/8" W, 23 1/2" D

E3

2

EXISITNG FIXTURES / EQUIPMENT SUMMIT APPLIANCES 718-893-3900

E2

ADULT COMPUTERS

16

NEW MILLWORK

REFRIGERATOR

E1

ADULT READING

CHILDRENS COMPUTERS

EQUIPMENT SCHEDULE TYPE

YOUNG ADULT READING

E12

FIXTURE WORK NOTES

F15

Washington, DC, 20019

E11

4

F17

8

E2

7

PERMIT SET

F6

F9

E1

ISSUED FOR

READING DESK

T 202.466.6116 F 202.466.6235 E [email protected]

15

E12

F5

TASK CHAIR

12

E6

TOUCHDOWN DESK

F8

13

CB

Layout: A1.2 Fixture/Millwork Plan

Printed Date: 6/15/06 at 12:56 PM

F4

12

PN 06016.00

F3

1. ALL PERIMETER SHELVING TO BE RE-USED EXISTING SHELVING PROVIDED BY OWNER AND MODIFIED ACCORDING TO SPECIFICATIONS BY ARCHITECT. G.C. TO COORDINATE WITH OWNER ON QTY AND FINISH. 2. SEE A2.1-A2.2 FOR INTERIOR ELEVATIONS 3. SEE A1.4 AND A2.1 FOR FINISH INFORMATION 4. ALL FURNITURE NIC

Benning Road NE and 41st Street NE

DC Public Library - Benning BOOK DROP

F2

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

NOTES

HOT TOPICS

17

F23

Fixture/Millwork Plan

CIRCULATION DESK

OFFICE

DB

SPECIFICATION

F1

STORAGE

DT 6/15/06

TYPE

JANITORS CLOSET

1010 wisconsin avenue, nw suite 405 washington, dc 20007

FIXTURE WORK NOTES

FIXTURE SCHEDULE

A1.2 © core group, pc 2006

F.

All multiple switch locations are to be ganged and installed with a single face plate. Cover plates shall not be cut and butted together.

G.

Thermostats and strobes to be centered above light switch UNO

H.

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.

J. K.

EXPOSED CEILING, TYP. NO EXPOSED INSULATION - TO BE COVER ED WITH PAINTED PLYWOOD.

AFF

G

H

Washington, DC, 20019 T 202.466.6116 F 202.466.6235 E [email protected]

+10'-0" AFF

A.1

A.3

AFF

A.3

F

AFF

+10'-0"

TYPE CB A.3

F +10'-0"

Benning Road NE and 41st Street NE

1010 wisconsin avenue, nw suite 405 washington, dc 20007

DC Public Library - Benning Any discrepancies with light fixtures, switches, thermostats, diffusers as to location between Architectural and Engineering drawings or between the drawings and existing field conditions shall be clarified with the Architect before proceeding with installation.

2

K

+10'-0"

A.2

E.

F

G

J

A.2

All exposed ceiling area to be clean and prepare to be painted. Remove protrusions and unidentified debris as required. Existing devices that can easily be relocated are to be relocated. Abandoned devices to be removed in exposed area.

J A.1

H

H

Fixtures shown suspended from structure are to be supported independently from mechanical or electrical devices.

J

A.4

A.2

TYPE CB

A.2

+10'-0"

J

Ceiling open to exposed structure UNO, paint P4

J

AFF

J

+10'-0" A.3

AFF

A.4

B

C

D

E

F

G

LSI SINGLE CIRCUIT PENDANT MOUNTED DIMMABLE TRACK (120V) 12' LENGTH

Ceiling tile to be ACT-1 per finish schedule

LSI WALLWASHER PAR38 HALOGEN (250W MAX) 120V DIMMABLE 239-00 S WL W/ C995 LSI ACCENT LIGHT PAR38 HALOGEN (250W MAX) 120V DIMMABLE 238-00 S WL W/ C998 EPI DOWNLIGHT 100W 120V A19 INCANDESCENT A19/4 COL EPI WALLWASHER 100W 120V A19 INCANDESCENT A19/4 WW COL LIGHTOLIER VANITY LIGHT - WALL MOUNTED (2) T8 120V 3500K BCW6X48 SW4S232HPFUNVHI

H.1 H.2 H.3

ARTEMIDE CASTORE (SUSPENDED FIXTURE) (VARIOUS DIAM) H.1=6" , H.2=10", H.3 = 14" DIMMABLE 100W INCANDESCENT

H

ZUMTOBEL 8' LINEAR PENDENT (4) 54W T5 HO 3500K ETHOS EE45458T305

I

ADA COMPLIENT WALL SCONCE (TBD) 100W INCANDESCENT

J

LIGHTOLIER PENDANT CFL MULTI TRIPLE TUBE 4 X 26/32/42 W 120V DIMMABLE

K

4' UTILITY STRIP FLUORESCENT SURFACE MOUNT W/ LENS 32W T8 120V 3500K

PERMIT SET

AFF

New GWB Ceiling

LIGHTOLIER 2X4 RECESSED FLUORESCENT (2) 54W T5 HO 3500K QHE 2 G PF OP 2 54 120 PI

TYPE CB

+9'-6" +9'-9"

LSI SINGLE CIRCUIT PENDANT MOUNTED DIMMABLE TRACK (120V) 8' LENGTH

LSI SINGLE CIRCUIT PENDANT MOUNTED DIMMABLE TRACK (120V) FIELD CUT TO FIT SPECIFIED LENGTH

A.3

+10'-0"

AFF

AFF

1

+9'-3"

J

J

J

AFF

A.4

A.4

A.3

A.1

+9'-6"

Patch existing GWB Ceiling

AFF

+9'-3" AFF

Items on finish floor below

J

J

J

ISSUED FOR

A.3

TYPE CC

Existing ceiling to remain.

CB

A.2

LSI SINGLE CIRCUIT PENDANT MOUNTED DIMMABLE TRACK (120V) 4' LENGTH

J

A.4

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

+9'-3" A.4 A.1

AFF

A.1

A.1

A.1

A.4

Suspended and stained MDF

Reflected Ceiling Plan

A.1

J

PN 06016.00

RCP LEGEND

J

AFF

DB +9'-3"

A.2

LIGHT FIXTURE LEGEND

A.3

2

DT 6/15/06

TYPE CB

A.3

See A4.1 and A4.2 for ceiling type details and lighting fixture assignments for ceiling type CC.

A.2

M.

A.4

Paint all existing exposed ductwork and mechanical P4

A.4

L.

A.3

Printed Date: 6/15/06 at 12:56 PM Layout: A1.3 Reflected Ceiling Plan

Refer to mechanical drawings for air diffusers, returns, and tranfer ducts.

K

9'9" AFF TO 7'9" AFF 9'6" AFF TO 7'8" AFF 9'3" AFF TO 7'7" AFF

Refer to electrical dwgs for the following information: specification, power requirements, circuitry, switching, emergency lighting, location & type of exit sign, strobe & pulls.

D.

I.

IF BOTTOM OF STRUCTURE 7'-10" AFF BOTTOM OF LIGHTING FOR TYPES H.1-H.3 TO BE 7'-0" AFF AND CEILING PLANES FOR TYPE CC TO BE CONVERTED AS FOLLOWS:

B

Ceiling details are provided to illustrate design intent. General contractor to advise any alternative construction details which may expedite construction schedule, pending Architect's approval.

DEDUCT ALTERNATE 1:

B

B.

1

B

All lighting dimensions are from the center of the fixtures to finish face of partitions and from center of the fixtures to center of the fixtures.

A.2

A.

C.

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

RCP WORK NOTES

A.2

RCP GENERAL NOTES

A1.3 © core group, pc 2006

3. 4. 5. 6. 7. 8. 9. 10.

14. 15. 16. 17. 18. 19.

Washington, DC, 20019 T 202.466.6116 F 202.466.6235 E [email protected]

P2 P2 P6

T1

VCT1

P3 T1

P3

P6

P3

C1

FINISH SCHEDULE TYPE

SPECIFICATION

CLG1

Ceilng deck painted P4

CLG2

Ceiling tile

Benjamin Moore

2x2 Armstrong Optima Open Plan ceiling tile with grid and 4" inverted axiom perimeter trim

P1

Wall paint

Benjamin Moore

Gray 2122-40 smoke, eggshell

P2

Accent wall paint 1

Benjamin Moore

Yellow 2023 sunburst, flat

P3

Accent wall paint 2

Benjamin Moore

Orange 2014-30 tangy orange, flat

C1

P4

Ceiling paint

Benjamin Moore

Gray 2122-40 smoke, flat

C2

P5

Ceiling paint

Benjamin Moore

White 2122-60 palest pistachio, flat

P6

Wall paint

Benjamin Moore

White int Ready Miix super white, semi-gloss

P7

Wall paint

Benjamin Moore

2122-60 palest pistachio, eggshell

B1

2 1/2" grey vinyl base

Jonsonite

2 1/2" grey vinyl base, 38 Pewter

B2

Millwork base - matches millwork finish

Formica 1-800-FORMICA

605 Brushed aluminum

C1

General field carpet

Shaw contact Kelli Seidell 410-908-9320

24square EW24, style 59490, color four sided - 07, 90585

C2

Accent at children's area

Shaw contact Kelli Seidell 410-908-9320

Color Chinese Peridot

At office and closed storage areas

Armstrong

Stonetex excelon, 52125 Granite gray, 12x12

T1

Ceramic tile at restroom floors

WD1

Wood - flat cut premium maple

WD2

MDF Stained to match architect's sample

WD3

MDF painted P_

PL1

White melamine

PL2

Laminate - color or metallic

Formica 1-800-FORMICA

White 933C-58 Mission White, matte finish, color core

PL3

Laminate - color or metallic

Abet Laminati

Red 823 SEI

PL3

Laminate - color or metallic

Formica 1-800-FORMICA

605 Brushed aluminum

GC1

Film graphic 1

Komatex

White with orange/red background with black letters

GC2

Film graphic 2

CB PN 06016.00

ISSUED FOR

PERMIT SET

DB

SPECIFICATION

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

Finish Plan

VCT1

MANUFACTURER /

DT 6/15/06

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

Layout: A1.4 Finish Plan

Printed Date: 6/15/06 at 12:56 PM

11. 12. 13.

Refer to A0.2 and A0.3 or additional notes and specificications. 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 for direction before proceeding with the work in question. G.G. shall provided one final touch-up of painted surfaces after the tenant has moved into the space. Ceiling registers, vents, grills, diffusers, speakers, etc. shall be painted in flat finish to match ceiling. Finishes called for shall extend over, under, and/or behind any item of built-in millowrk, equipment, mirrors, etc. as indicated on drawings. Paint door frames to match adjacent partitions in semi-gloss finish u.o.n. Locate floor finish transitions below centerline of doors, u.o.n. Transitions between dissimilar floor finishes are to align. Where floor finishes appear to align with partitions, align all edges and widths. Partitions concealed with millwork are to be taped, mudded, sanded smooth, primed, and painted with one coat of finish paint. Flooring material to be installed under all millwork. Paint all access panels to match adjacent painted surface. G.C. to provide Architect with submittals of all finish materials for review and approval prior to ordering and installation. Floor finishes inside closets are to be the same as that of the space into which the closet door opens. All wood base splices shall be puttied and sanded smooth prior to painting for invisible seam. All finishes are to be installed in strict accordance with the manufacturer's specifications and instructions. G.C. to provide blocking in partitions as required to secure millwork as shown. All walls to be P1 unless otherwise noted. See elevations for additional finish information

Benning Road NE and 41st Street NE

DC Public Library - Benning 1. 2.

1010 wisconsin avenue, nw suite 405 washington, dc 20007

FINISH WORK NOTES

FINISH GENERAL NOTES

A1.4 © core group, pc 2006

3

5 DEDUCT ALTERNATE 2: PERMIT SET

WINDOWS TO BE STANDARD WINDOWS

Washington, DC, 20019

Benning Road NE and 41st Street NE

7

T 202.466.6116 F 202.466.6235 E [email protected]

6

ISSUED FOR

WINDOWS TO BE STANDARD WINDOWS

DC Public Library - Benning

DEDUCT ALTERNATE 2:

CB

TYP

PN 06016.00

1010 wisconsin avenue, nw suite 405 washington, dc 20007

P7

DB

Printed Date: 6/15/06 at 12:56 PM

TYP

Elevations

Layout: A2.1 Elevations

1 P1

DT 6/15/06

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

P1

FINISH WORK NOTES 1

2

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

P3

4

A2.1 © core group, pc 2006

PERMIT SET

CB PN 06016.00 ISSUED FOR

DB

Printed Date: 6/15/06 at 1:19 PM

T 202.466.6116 F 202.466.6235 E [email protected]

1010 wisconsin avenue, nw suite 405 washington, dc 20007

Washington, DC, 20019

Benning Road NE and 41st Street NE

DC Public Library - Benning

2

Elevations

Layout: A2.2 Elevations

3

DT 6/15/06

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

4

1

3

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

1 5

A2.2

© core group, pc 2006

3"

9'

5'-9"

5'-9"

1 1/2"

2'-10 1/2"

1 1/2"

1'-5"

1/2" 1'-5" 1 1/2" 15'

1'-1/2"

1'

1/2" 9 1/4"

1"

2'-9 1/2"

2"

6/A4.3

8/A4.3

7/A4.3 2"

2'-9 1/2"

1/2" DIAM SS PIPE STANDOFF, TYP (2) 3/4" LAMINATED MDF WITH PL2, TYP

2'

locking drawer 1/2" 9 1/4"

1"

1'

1/2"

slide out sheves

slide out shelves

1'-1/2"

1/2" 15'

TOP RAIL BEYOND

VINYL BANNER MATERIAL

PL3

printer 1 1/2" 1'-5"

END CORNER OR POST

PL1, TYP

book drop

1'-3"

trash cpu

2"

slide out shelf

4"

5" 1/2"

WD1, TYPICAL END FINISH

2'

1" 1"

2"

1" 1"

2'-10"

open

WD1

VINYL SPECIFICATION BY GRAPHIC DESIGNER

2"

1/2"

CONTINUOUS WIRE MANAGEMENT CHANNEL

WD1

2"

2'-9 1/4"

3 3/4"

WD1

1/2"

locking drawer

2" 2"

WD1, TYPICAL END FINISH

trash cpu

printer

open 2'-10"

slide out sheves

1/2"

slide out shelf

2'

locking drawers

1'-3"

PL1, TYP

2'-10 1/2"

PL1

1/2"

(2) 3/4" LAMINATED MDF WITH PL2, TYP

20 degree tilt shelves

2"

20 degree tilt shelves

5"

WD1

2"

1/2" DIAM SS PIPE STANDOFF, TYP

PL1

WD1

5'-9 3/4"

6/A4.3

7/A4.3

CONTINUOUS WIRE MANAGEMENT CHANNEL

3"

EQ

8/A4.3

EQ

2"

2'

2'

2'

PL3

1'-5"

1 1/2"

2'-10 1/2"

1 1/2"

2'-9 1/4"

POST

NO WIRE MANAGEMENT AT BOOKDROP

2"

Washington, DC, 20019

2"

Benning Road NE and 41st Street NE

2"

3'

DC Public Library - Benning

WD1

2"

POS

2"

GROMMET

6/A4.3

1'-6"

OC

8/A4.3

1'-6"

PL1

OC

7/A4.3

WD1

AREA FOR SELF CHECK, PROVIDED BY OWNER

2"

PL1

6/A4.3

8/A4.3

7/A4.3

1'-6"

OC

GROMMET

2"

2"

1'-6"

WD1, TYP

PL1, TYP

9'

9'

3"

TRUSS ROD BEYOND TENSION WIRE BEYOND

FENCE DESIGN BY CHAIN LINK FENCE MANUFACTURER

REAR RECEPTION DESK DETAILS

5

SCALE: 1/2'' = 1'-0''

1'-0"CLR

BOTTOM RAIL BEYOND

6

1010 wisconsin avenue, nw suite 405 washington, dc 20007

2'-10"

PL3

2'-4" 3"

13'-0"

EQ

3'

EQ

FRONT RECEPTION DESK DETAILS

T 202.466.6116 F 202.466.6235 E [email protected]

WD1, TYP

4"

PL1, TYP

GRADE

SCALE: 1/2'' = 1'-0''

H.1 R 3"

6'-0"O.C.

R 7"

H.3

CB

H.2

PN 06016.00

R 3"

PERMIT SET

R 5"

H.1

FIXTURE DESIGNATION, TYP

CIRCULAR CUTOUTS, TYP H.2 R 5"

CONNECTION LOCATIONS. 4 CONNECTION POINTS PER CEILNG PIECE MINIMUM.

H.1

R 3"

R 5"

H.3 R 8 1/2"

H.2

6"MIN TYP

12'

SEE DETAIL 2/A4.2 TO RESOLVE CEILING OBSTACLES

5'-9"

6"

12' 5'-9"

8'

H.1 R 3"

3'-6" CONNECTION LOCATIONS. 4 CONNECTION POINTS PER CEILNG PIECE MINIMUM.

SEE DETAIL 2/A4.2 TO RESOLVE CEILING OBSTACLES

SEE DETAIL 2/A4.2 TO RESOLVE CEILING OBSTACLES

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

3'-9"

ALIGN TYP

3'-9"

ALIGN TYP ALL TO BE PAINTED P5

6"

CONNECTION LOCATIONS. 4 CONNECTION POINTS PER CEILNG PIECE MINIMUM.

ISSUED FOR

H.2

SCALE: 1/2'' = 1'-0''

DB

R 5"

BANNER DETAIL

DT 6/15/06

4

H.1

R 3"

6"

6"

H.3 R 7"

R 5" R 5"

ALIGN TYP

3'-9"

LIGHT HUNG 8'0" AFF, TYP

12'-3"

3'-9"

H.3

ALIGN TYP

H.2

H.2

12'-3"

LIGHT HUNG 8'0" AFF, TYP

R 8 1/2"

R 3"

6"

H.2

6"

R 5"

H.1

3

CEILING FRAMING - TYPE CC SCALE: 1/2'' = 1'-0''

2

CEILING FRAMING - TYPE CB SCALE: 1/2'' = 1'-0''

1'OC TYP

1'OC TYP 1'OC TYP

1

CEILING FRAMING - TYPE CA SCALE: 1/2'' = 1'-0''

1'OC TYP

Details

1'OC TYP

ALL TO BE PAINTED P5

1'OC TYP

1'OC TYP

ALL TO BE PAINTED P5

1'OC TYP

R 3"

3'-9"

H.1

3'-9"

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

H.3

R 7"

Layout: A3.1 Details

Printed Date: 6/15/06 at 12:57 PM

R 7"

H.3

A3.1 © core group, pc 2006

1 5/8" UNISTRUT CHANNEL CHANNEL NUT W/ BOLT AND WASHER

STEEL THREADED ROD TIED TO STRUCTURE ABOVE WITH BOLT AND WASHER

SCHEDULED CEILING CONNECTOR

Washington, DC, 20019

STEEL THREADED ROD TIED TO STRUCTURE ABOVE WITH BOLT AND WASHER

STRUCTURE

Benning Road NE and 41st Street NE

CEILING OBSTACLE BEYOND

DC Public Library - Benning

STRUCTURE

SCHEDULED CEILING

RACEWAY HANGER BOLT W/ WASHER

1/2" STAINED MDF

2

CEILING TYPE CC - HANGER DETAIL SCALE: 6'' = 1'-0''

1

T 202.466.6116 F 202.466.6235 E [email protected]

1010 wisconsin avenue, nw suite 405 washington, dc 20007

EXPOSED FACE OF MDF NOT HAVE EXPOSED CONNECTIONS

CEILING TYPE CA & CB - HANGER DETAIL SCALE: 6'' = 1'-0''

LOOP CAP

BRACE RAIL

Printed Date: 6/15/06 at 12:57 PM

BRACE RAIL

BOLT WITH HEX NUT

CB PN 06016.00

BRACE BAND RAIL END WITH OFFSET LUG

BRACE RAIL

BRACE RAIL

RAIL END WITH OFFSET LUG

REINFORCED EDGES WITH METAL EYELETS BRACE BAND

TENSION OR FABRIC BAND

ISSUED FOR

PERMIT SET

DB DT 6/15/06

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

VINYL SIGNAGE ,MATERIAL SPECIFIED BY GRAPHIC DESIGNER

TRUSS ROD

TENSION BAR

ROUND LINE POST

TURNBUCKLE

POST DESIGNED BY FENCE MANUFACTURER

CORNER OR END POST

POST DESIGNED BY FENCE MANUFACTURER

4

END OR CORNER POST SCALE: 3'' = 1'-0''

3

ROUND TERMINAL POSTS SCALE: 3'' = 1'-0''

Details

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

Layout: A3.2 Details

BOLT AND NUT

A3.2 © core group, pc 2006

3"

10"

GROMMET LOCATIONS WHERE SPECIFIED 3/4" WD1 WD1, SOLID LUMBER EDGE

6"OC

CHANNEL FOR WIRE MANAGEMENT 2X3X1/16" MTL

Washington, DC, 20019

CUSTOM CORE P.LAM COUNTERTOP W/MITERED SELF EDGE, FORMICA COLOR: "MISSION WHITE"

WD1

Benning Road NE and 41st Street NE

DC Public Library - Benning

ALIGN

2"

2 3/4"

1"

5

CHILDREN'S COMPUTER TABLE SCALE: 1 1/2'' = 1'-0''

SEE DETAIL 5/A4.3 FOR TYPICAL DETAILS

1'-6"

8

RECEPTION DESK DETAIL SCALE: 1 1/2'' = 1'-0''

T 202.466.6116 F 202.466.6235 E [email protected]

2'

1010 wisconsin avenue, nw suite 405 washington, dc 20007

1'-4" OR 1'-7"

3/4" WD1

P-LAM COUNTERTOP (PL-2)

COUNTERTOP ABOVE

PL-2

GROMMET LOCATIONS WHERE SPECIFIED

1"

6"OC

Printed Date: 6/15/06 at 12:57 PM

1"

WOOD CLEAT COUNTERTOP SUPPORT, TYP.

P.LAM W/MITERED SELF EDGE, FORMICA COLOR: "MISSION WHITE"

VINYL BASE @ TOE KICK

3"

4"

BLACK MELAMINE INTERIOR

1"

2"

1"

SEE DETAIL 5/A4.3 FOR TYPICAL DETAILS

7

RECEPTION DESK DETAIL

4

SCALE: 1 1/2'' = 1'-0''

CHILDREN'S COMPUTER TABLE SCALE: 1 1/2'' = 1'-0''

GROMMET LOCATIONS WHERE SPECIFIED 3/4" WD1

6"OC

SCALE: 1 1/2'' = 1'-0''

EXISTING STOREFRONT SYSTEM

WD1, SOLID LUMBER EDGE

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

COUNTER W/SINK

2

ISSUED FOR

PERMIT SET

CB PN 06016.00

PL-1

5/A4.3

DB

5/A4.3

DT 6/15/06

2'-10"

3'

2'-8"

MDF FIN 4" OFF SIDES, TYP

Layout: A3.3 Details

SEE PLAN 2"H BACKSPLASH

CHANNEL (2X3X1/16" MTL) FOR WIRE MANAGEMENT WITH NOTCH OUT IN PANEL FOR CONTINUOUS RUN

2"

P.LAM COLOR CORE COUNTERTOP FORMICA COLOR: "MISSION WHITE"

3/4" WD1

4"

COLOR CORE P.LAM COUNTERTOP W/MITERED JOINTS AND SELF EDGE FORMICA COLOR: "MISSION WHITE"

4" 3"

CONTINUOUS ALUM SUPPORT ANGLE – PROVIDE BLKNG AT WALL

ADJUSTABLE SHELF 1/2" MDF WITH PL1, TYP

2'-6"

2'-10"

5/8" GWB

(2) LAMINATED 3/4" MDF W/ PL1, TYP END PANEL CONDITIONS TO BE 2" WD1

P-LAM COLOR CORE SUPPORT LEGS FORMICA COLOR: "MISSION WHITE"

2 LEVELERS, TYP FOR EACH SUPPORT (CHROME)

8"

VINYL BASE

SCHEDULED FLOORING

PROVIDE 2 LEVELING FEET PER SUPPORT SCHEDULED FLOORING

6

RECEPTION DESK DETAIL SCALE: 1 1/2'' = 1'-0''

3

WINDOW DISPLAY SCALE: 1 1/2'' = 1'-0''

1

WORK COUNTERTOP SCALE: 1 1/2'' = 1'-0''

Details

V.I.F.

VINYL BASE

1"

File Name: "PROJECTS:06004 DC Lib - 4200 Wisconsin:06004 DCPL dwgs:3 sheet layouts (.lbks):06004 Modular CD.lbk:06004 Modular CD.lbk"

3" DIA. GROMMET

A3.3 © core group, pc 2006

6. CONTRACTOR SHALL COORDINATE, PREPARE AND SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER FOR THEIR APPROVAL. SHOP DRAWINGS TO BE SUBMITTED INCLUDE: FIXTURES, VALVES, PUMPS, WATER HEATERS, PIPING MATERIALS AND INSULATION, DRAINS, CLEANOUTS AND ALL EQUIPMENT SPECIFIED ON THESE CONTRACT DRAWINGS.

26. CLEAN-OUTS SHALL BE PROVIDED IN PIPING AS REQUIRED BY CODE AND AT ALL OTHER LOCATIONS AS NOTED ON THE DRAWINGS. ALL CLEAN-OUTS SHALL BE THE SAME SIZE AS THE PIPE DIAMETER UP TO AND INCLUDING PIPE 4 INCHES IN DIAMETER. FOUR INCH CLEAN-OUTS SHALL BE USED FOR ALL PIPE LARGER THAN 4 INCHES, UNLESS NOTED OTHERWISE. ALL CLEAN-OUT LOCATIONS SHALL BE NO MORE THAN 5 FEET ABOVE THE BASE OF THE HORIZONTAL OFFSET AND BE APPROVED BY THE ARCHITECT. FOR CARPETED AREAS, PROVIDE A PERMANENT IDENTIFYING MARK IN THE CARPET DIRECTLY ABOVE THE CLEAN-OUT. THE CLEAN-OUT SHALL HAVE A SMOOTH POLISHED BRONZE FINISH WITH THE LETTERS "C.O." CAST IN THE COVER. FOR WALLS, PROVIDE AN ACCESS PANEL WITH CLEARANCE FOR RODDING. THE FLOOR CLEAN-OUTS SHALL BE ZURN MODEL ZN-1400-T OR APPROVED EQUAL WITH BRONZE PLUG, SQUARE NICKEL BRONZE FRAME AND COVER. THE WALL CLEAN-OUTS SHALL BE ZURN MODEL ZN-1443-BP OR APPROVED EQUAL WITH BRONZE PLUG AND 7 INCHES X 7 INCHES NICKEL BRONZE COVER. NO SANITARY, SOIL OR WASTE PIPE SHALL EXTEND GREATER THAN 2'-0" TO A DEAD-END.

7. A SET OF MEP RECORD/COORDINATION DRAWINGS SHALL BE MAINTAINED IN THE GENERAL CONTRACTORS OFFICE AT THE JOB SITE. ACTUAL LOCATIONS OF ALL EQUIPMENT, PIPING, DUCTWORK, ETC., AND ALL DEVIATIONS OF THE WORK FROM THAT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE MARKED ON THE RECORD/COORDINATION DRAWINGS. EACH TRADE SHALL REVIEW THE COORDINATION DRAWINGS AND RESOLVE ANY POTENTIAL CONFLICTS WITH OTHER TRADES PRIOR TO INSTALLING ANY PORTION OF THEIR WORK. CONTRACTOR SHALL NOT CORE, DRILL, OR CUT CONCRETE SLABS FOR ANY REASON WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE STRUCTURAL ENGINEER AND THE OWNER. 8. WORK SHALL BE EXECUTED IN A GOOD WORKMANLIKE MANNER USING MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING THE WORK UNDER THIS CONTRACT. MAINTAIN THE CONSTRUCTION PREMISES IN A NEAT AND ORDERLY CONDITION AT THE END OF EACH WORKING DAY. 9. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION THEREOF, THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ENGINEER. NO CHANGES ARE TO BE MADE TO THE WORK OF THIS CONTRACT WITHOUT PRIOR KNOWLEDGE AND APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL HOLD THE OWNER AND ITS CONSULTANTS HARMLESS AGAINST ALL CLAIMS AND JUDGMENTS ARISING OUT OF THE CONTRACTORS PERFORMANCE OF THE WORK OF THIS CONTRACT. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK, WHICH HE EXPECTS ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT, WITHOUT WRITTEN AUTHORIZATION FROM THE APPROPRIATE AUTHORITY. FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION.

27. ALL PIPING SYSTEMS, VALVES, AND EQUIPMENT SHALL BE PROPERLY IDENTIFIED. ALL VALVES SHALL HAVE THEIR NORMAL (IN OPERATION) POSITION IDENTIFIED, SUCH AS "NORMALLY OPEN" OR "NORMALLY CLOSED". 28. ALL PACKAGED EQUIPMENT SHALL BE INDEPENDENTLY THIRD PARTY LABELED AS A SYSTEM FOR ITS INTENDED USE BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) IN ACCORDANCE WITH OSHA FEDERAL REGULATIONS 29CFR1910.303 AND .399, AS WELL AS NFPA PAMPHLET NO. 70, NATIONAL ELECTRIC CODE (NEC), ARTICLE 90-7. 29. THE CONTRACTOR SHALL MAKE ALL FINAL EQUIPMENT AND FIXTURE CONNECTIONS AND PROVIDE THE NECESSARY ADAPTERS, FITTINGS, VALVES, DEVICES, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. PROVIDE VALVES AND UNIONS WHERE NEEDED TO PERMIT DISCONNECTIONS OF EACH PIECE OF EQUIPMENT FOR REPAIRS. PLUMBING CONNECTIONS SHOWN ARE NOMINAL. VERIFY EXACT CONNECTION SIZE WITH EACH PIECE OF EQUIPMENT SUPPLIED. FOLLOW FIXTURE MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS, AND ROUGH-IN DIMENSIONS. REFER TO CONSULTANT AND ARCHITECTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. COORDINATE WITH THE EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION.

MANUFACTURER MODEL NO.

ABRV.

SAN.,W. SOIL, WASTE OR SANITARY SEWER PIPING

TRIM

REMARKS

K-3485

---

1,2,9

CW

COLD WATER PIPING

KOHLER

K-2054

1 THRU 9

HW

HOT WATER PIPING

2"

KOHLER

K-6719

2"

1-1/2"

JUST

1 THRU 9

1-1/2"

1-1/2"

SUNROC

SL-1921-A -GR DF-2611

CHICAGO 2200-4E2805 STERN T-10-VB CHICAGO 2300-8 ---

1,2,9

C.W.

H.W.

WASTE

VENT

P-1

FIXTURE TYPE ADA FLOOR MOUNTED FLUSH TANK WATER CLOSET

1/2"

---

4"

2"

KOHLER

P-2

ADA LAVATORY

1/2"

1/2"

1-1/2"

1-1/2"

P-3

SERVICE SINK

3/4"

3/4"

3"

P-4

PANTRY SINK

1/2"

1/2"

P-5

WATER FOUNTAIN

1/2"

---

V

1,9

VENT PIPING

OF

OVERFLOW PIPING

G

GAS PIPING FLOOR SINK

NOTE:

1. PROVIDE ALL REQUIRED COMPONENTS FOR COMPLETE FIXTURE ROUGH-IN I.E., SUPPLIES, STOPS, TRAPS AND PRIMERS, CARRIERS, GRID DRAINS, TAIL PIECES, ETC. NOT ALL REQUIRED COMPONENTS ARE SPECIFIED ABOVE. 2. FIXTURE SHALL BE ADA COMPLIANT. PROVIDED WITH ADA COMPLIANT ACCESSORIES. MOUNT ADA COMPLIANT. SEE ARCHITECTURAL PLAN FOR ELEVATIONS. 3. PROVIDE SKAL + GUARD INSULATING DEVICES ON EXPOSED UNDERCOUNTER PLUMBING. 4. PROVIDE GOOSENECK FAUCETS WITH ADA WRIST BLADE HANDLES. 5. PROVIDE FIXTURE TYPES PER MANUFACTURER OR APPROVED EQUAL. 6. COORDINATE FIXTURE TYPES AND SPECIFICATIONS W/ ARCHITECTURAL PLANS. 7. SEE PLANS & RISERS FOR VENT SIZES AND CONNECTIONS. 8. PROVIDE THERMOSTATIC MIXING VALVE BY WATTS SERIES L111 OR APPROVED EQUAL. 9. PROVIDE HEAT-TRACING PIPING BELOW FLOOR.

CLEAN OUT, EXPOSED

CO

FLOOR CLEAN OUT

BFP

BACK FLOW PREVENTER TRAP PRIMER LINE

TPL CV

WATER HEATER SUPPORTED BY THREADED RODS (TYP OF 4) SUSPEND RODS FROM STRUCTURE ABOVE. ARCHITECT IS RESPONSIBLE FOR PROVIDING STRUCTURAL SUPPORT.

FLOOR DRAIN SHUT OFF VALVE GATE VALVE BALL VALVE OR SHUTOFF VALVE

UNION (TYP) DOMESTIC ELECTRIC WATER HEATER DRAIN VALVE SHELF WITH SAFE PAN.

GATE VALVE (TYP.)

CHECK VALVE CONNECT TO EXISTING

A.S.M.E. COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE EXTEND PIPE TO SPILL OVER SAFE PAN

CW SUPPLY

W.H. NO WH

CO

CO

FD

HW SUPPLY

10. WHEREVER FIRE RATED PARTITIONS ARE PENETRATED FOR WIRE, DUCT, OR PIPE PASSAGE, SEAL PASSAGES WITH CODE APPROVED, LABORATORY TESTED AND LABELED SEALANT OF FIRE RESISTANCE RATING NOT LESS THAN THAT OF PENETRATED ASSEMBLY THAT WILL PREVENT PASSAGE OF FIRE AND SMOKE.

DESCRIPTION

GAS COCK/GAS STOP WATER HAMMER ARRESTER/SHOCK ABSORBER TOP CONNECTION PIPE UP

1" DRAIN PIPE FROM SAFE PAN TO EXTEND AND CONNECT TO SINK TRAP

PIPE DOWN CAPPED PIPE PIPE UNION

SCHEDULE OF CAPACITIES

ELECTRIC STORAGE G.P.H. RECOVERY GALLONS @90° TEMP. RISE KW VOLTS PH 20 18 4.0 208 V. 1Ø

BASIS OF DESIGN A.O. SMITH #DEL-20

ELECTRIC WATER HEATER DETAIL NO SCALE

Permit - SET

DB

11. ALL CUTTING, DRILLING, AND PATCHING OF WALLS, FLOORS, AND/OR STRUCTURAL MEMBERS FOR THE INSTALLATION OF THE PLUMBING SYSTEMS SHALL BE PROVIDED. STRUCTURAL COMPONENTS SHALL NOT BE CUT, DRILLED, OR MODIFIED IN ANY WAY WITHOUT THE STRUCTURAL ENGINEER'S REVIEW AND APPROVAL PRIOR.

ROOF

14. ALL PRODUCTS LOCATED WITHIN PLENUM AREAS, INCLUDING BUT NOT LIMITED TO INSULATION AND ADHESIVE SYSTEMS, SHALL HAVE A COMPOSITE FIRE HAZARD RATING NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED AS DETERMINED BY THE APPLICABLE UL OR ASTM STANDARD.

CLG.

2"V

18. FITTINGS, VALVES, AND FLANGES SHALL BE INSULATED WITH THE SAME MATERIALS AND OF THE SAME THICKNESS AS THE ADJOINING PIPE.

2"V

ROOF

3/4"HW 1/2"CW&HW

15. ALL NEW DOMESTIC WATER PIPING SHALL BE TYPE L HARD DRAWN SEAMLESS COPPER WATER TUBE OR CPVC PIPE (ASTM D2846) WITH CPVC FITTINGS AND SOLVENT WELD JOINTS. COPPER TUBE FITTINGS SHALL BE WROUGHT COPPER JOINT FITTINGS CONFORMING TO ANSI 316.22. SOLDERED COPPER JOINTS SHALL BE SOLDERED WITH LEAD FREE ASTM B32 GRADE 95T TIN-ANTIMONY SOLDER.

17. ALL NEW DOMESTIC WATER PIPING SHALL BE INSULATED WITH 3/4 INCH THICK ARMSTRONG FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATION OR APPROVED EQUAL. THE INSULATION SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY FACTOR (K) OF 0.28 BTU*IN/HR*FT2*°F AT 75°F AND A MAXIMUM WATER PERMEABILITY OF 0.15 PERM-INCH. THE PIPE INSULATION BUTT JOINTS AND LONGITUDINAL JOINTS SHALL BE SEALED WITH ARMSTRONG 520 ADHESIVE AND THE ENTIRE INSULATION INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ADHESIVE SYSTEMS THAT EMPLOY RELEASE PAPER WILL NOT BE ACCEPTABLE.

2"VTR

3/4"CW

1/2"CW

1 1/2"V

1 1/2"V

2"V

1 1/2"V

1 1/2"V 1/2"CW

1/2"CW&HW P-2

WH

3/4"CW&HW

P-5 P-1

FLOOR. 3"SAN. 4"SAN.

2"SAN.

2"SAN.

2"SAN.

3"SAN.

FCO 3"SAN.

4"SAN.

SEE PLAN FOR CONTINUATION

CONNECT NEW 4"SAN TO EXISTING CITY SANITARY MAIN. COORDINATE WITH CIVIL ENGINEER FOR EXACT LOCATION.

WATER AND SANITARY RISER NOT TO SCALE

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF

CONTRACTOR TO PROVIDE DRAIN PAN W/ DRAIN PIPE. TO MOP SINK

P-3

P-1 2"SAN.

CLG.

THE DISTRICT OF COLUMBIA

2"V

1/2"CW&HW P-2

P-4

3/4"CW (E) SHUT-OFF VALVE

DT DATE

13. CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS SHALL BE MADE WITH SUITABLE DIELECTRIC INSULATING UNIONS. ISOLATE COPPER PIPING FROM DISSIMILAR METALS, SUCH AS METAL STUDS AND VENT PIPING.

PN 06016.00

12. SUPPORT ALL PIPING FROM STRUCTURE WITH UL LISTED HANGERS AND SUPPORTS SUITABLE FOR THE INTENDED INSTALLATION. DESIGN, SELECTION, SPACING, AND APPLICATION OF HANGERS AND SUPPORTS SHALL COMPLY WITH ANSI B31.1 AND MSS SP-69.

16. PIPING SYSTEM SHALL BE INSULATED WITH 1/2 INCH THICK HEAVY-DUTY FIBERGLASS MATERIAL WITH ALL PURPOSE NONCOMBUSTIBLE VAPOR BARRIER JACKET. INSULATION SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY FACTOR (K) OF 0.23 BTU*IN/HR*FT2*°F AT 75°F. ADHESIVE SYSTEMS THAT EMPLOY RELEASE PAPER WILL NOT BE ACCEPTABLE. AS AN ACCEPTABLE ALTERNATE TO THE ABOVE INSULATION, THE CONTRACTOR MAY PROVIDE OWENS-CORNING "SSL-II" DOUBLESURE PIPE INSULATION.

T 202.466.6116 F 202.466.6235 E [email protected]

25. EXCEPT WHERE OTHERWISE INDICATED, HORIZONTAL SANITARY, SEWAGE AND WASTE PIPING SHALL SLOPE AT 1/4 INCH PER FOOT FOR PIPES 2 INCHES AND SMALLER, PIPES 3 INCHES AND LARGER SHALL SLOPE AT 1/8 INCH PER FOOT. ALL VERTICAL SANITARY SEWER WHICH TURN 90° AFTER PASSING THROUGH A FLOOR, SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO THE UNDERSIDE OF THE STRUCTURE.

DESIG.

SYMBOL

Benning Road NE and 41st Street NE Washington,
5. CONTRACTOR SHALL CONFIRM THE REQUIREMENTS FOR PREMIUM TIME OR SPECIAL PROCEDURES WITH THE OWNER AND INCLUDE THE COST IN HIS BID PROPOSAL. THE CONTRACTOR, BY SUBMITTING HIS BID PROPOSAL AGREES TO ACCEPT ALL EXISTING SITE CONDITIONS NOT SPECIFICALLY EXCEPTED. ALL EXCEPTIONS SHALL BE PROVIDED IN WRITING TO THE ARCHITECT AND ENGINEER.

3. ALL PIPING SHALL RUN CONCEALED ABOVE CEILING OR IN WALL CHASE, UNLESS OTHERWISE NOTED. EXPOSED PIPING SHALL BE 3/4 INCH MINIMUM FROM ANY WALL SURFACE. EXCEPT WHERE OTHERWISE INDICATED ON THE DRAWINGS, PIPING IS SHOWN ON THE FLOOR WHERE IT ACTUALLY OCCURS IN THE BUILDING.

PLUMBING FIXTURE SCHEDULE

ISSUED FOR

4. CONTRACTOR SHALL VERIFY ALL POINTS OF CONNECTION BEFORE COMMENCING WORK. CONTRACTOR SHALL COORDINATE WORK WITH EXISTING WORK AND OTHER TRADES. CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, DEBRIS, AND RUBBISH FROM SITE AND LEGALLY DISPOSE OF IT. ALL UNUSED EQUIPMENT SERVING THIS AREA SHALL BE REMOVED AND RETURNED TO THE OWNER.

24. (OPTION) ALL NEW SANITARY, SOIL, WASTE, AND VENT, PIPING SHALL BE ABS OR PVC, DWV SCHEDULE 40 OR HEAVIER. PLASTIC SANITARY SEWER PIPING BELOW GRADE SHALL BE PVC PIPE, ASTM D3034, SDR 35 OR HEAVIER, WITH ELASTOMERIC GASKETS. SANITARY SEWER PIPING ABOVE GRADE SHALL BE ABS PIPE, ASTM D2680 OR D2151 WITH SOLVENT WELD JOINTS, OR PVC PIPE, ASTM D2665 WITH SOLVENT WELD JOINTS. WASTE LINES FROM DRINKING WATER FOUNTAINS SHALL BE INSULATED WITH 1/2 INCH THICK HEAVY-DUTY FIBERGLASS MATERIAL WITH ALL PURPOSE NONCOMBUSTIBLE VAPOR BARRIER JACKET. INSULATION SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY FACTOR (K) OF 0.23 BTU*IN/HR8FT2*°F AT 75°F. ADHESIVE SYSTEMS THAT EMPLOY RELEASE PAPER WILL NOT BE ACCEPTABLE. ALL DRAINAGE PIPE SHALL BE SUPPORTED DIRECTLY ON EACH SIDE OF A JOINT. ALL PIPING SUPPORTS AND RESTRAINTS SHALL BE IN STRICT ACCORDANCE WITH THE DRAINAGE PIPE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION GUIDELINES.

PIPING LEGEND

DC Public Library - Benning

2. ALL SPECIFICATIONS AND DRAWINGS, I.E., ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL ARE COMPLIMENTARY AND MUST BE USED IN COMBINATION TO OBTAIN COMPLETE CONSTRUCTION INFORMATION. ANY INFORMATION CONFLICTS WITHIN THE SPECIFICATIONS AND DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION.

23. ALL NEW SANITARY, SOIL, WASTE, AND VENT SHALL BE SERVICE WEIGHT CAST IRON, BELL AND SPIGOT, PIPE AND FITTINGS, ANSI A.112.5.1 AS MANUFACTURED BY TYLER PIPE AND FOUNDRY CO., U.S. PIPE AND FOUNDRY CO., CENTRAL FOUNDRY OR APPROVED EQUAL. TYLER "TY-SEAL" OR APPROVED EQUAL, NEOPRENE POSITIVE SEAL ELASTOMERIC COMPRESSION TYPE GASKETS SHALL BE USED AT ALL JOINTS. AS AN OPTION, ALL NEW SANITARY, SOIL, WASTE, AND VENT PIPING 4 INCHES AND SMALLER MAY USE HUBLESS SERVICE WEIGHT CAST IRON PIPE, FITTINGS AND JOINTS WITH TYLER "NO-HUB" STAINLESS STEEL CONNECTORS. IN ADDITION, ALL VENT PIPING MAY BE DWV COPPER PIPE AND FITTINGS WITH SOLDERED JOINTS. GASKETS, JOINTS, CONNECTORS, SPECIALTIES AND PIPE SHALL BE MANUFACTURED AND PROVIDED BY THE SAME MANUFACTURER. WASTE LINES FROM DRINKING WATER FOUNTAINS SHALL BE INSULATED WITH 1/2 INCH THICK HEAVY DUTY FIBERGLASS MATERIAL WITH ALL PURPOSE NONCOMBUSTIBLE VAPOR BARRIER JACKET. INSULATION SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY (K) OF 0.23 BTU*IN/HR*FT2*°F AT 75°F. ADHESIVE SYSTEMS THAT EMPLOY RELEASE PAPER WILL NOT BE ACCEPTABLE. ALL DRAINAGE PIPE SHALL BE SUPPORTED DIRECTLY ON EACH SIDE OF A JOINT. ALL PIPING SUPPORTS AND RESTRAINTS SHALL BE IN STRICT ACCORDANCE WITH THE DRAINAGE PIPE MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION GUIDELINES.

CB

1. ALL WORK AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES, ETC., OF ALL AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO : THE INTERNATIONAL PLUMBING CODE, THE LOCAL FIRE MARSHAL, UNDERWRITERS LABORATORY (UL), IRI, FM, OSHA, AND THE NATIONAL ELECTRICAL CODE (NEC). WHERE CONTRACT DOCUMENT REQUIREMENTS ARE IN EXCESS OF CODE REQUIREMENTS, THE CONTRACT DOCUMENT SHALL GOVERN. DEVIATIONS FROM THE CONTRACT DOCUMENTS REQUIRED BY THE ABOVE AUTHORITIES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. MODIFICATIONS REQUIRED BY THE ABOVE SAID AUTHORITIES TO BRING THE SPACE UNDER CONTRACT UP TO CODE SHALL BE MADE WITHOUT ADDITIONAL CHARGE. CONTRACTOR IS RESPONSIBLE FOR ALL ROUGH-IN, FINAL CONNECTIONS, AND PROPER INSTALLATION OF FIXTURES AND ASSOCIATED PIPING MOUNT FAUCETS, AND TO SUPPLY ANY TRAPS, VALVE FITTINGS, VACUUM BREAKERS, PRESSURE GAGES, OR PRESSURE REGULATORS REQUIRED FOR A COMPLETE INSTALLATION THAT MEETS CODE.

1010 wisconsin avenue, nw suite 405 washington, dc 20007

PLUMBING SPECIFICATIONS

WATER METER IN VAULT BELOW GRADE

FLOOR. M

CONNECT NEW 1"CW TO EXISTING CITY WATER SUPPLY. COORDINATE WITH CIVIL ENGINEER FOR EXACT LOCATION.

7061 Deepage Dr Columbia, MD 21045 410-381-7100 Fax: 410-381-7110 1-800-ASC-4-MEP (1-800-272-4637)

20. PROVIDE STOP VALVES AT ALL FIXTURE AND EQUIPMENT SUPPLIES. ALL EXPOSED FIXTURE CONNECTIONS SHALL BE CHROME PLATED, STAINLESS STEEL OR FITTED WITH CHROME PLATED SLEEVES. PROVIDE VACUUM BREAKERS WHERE REQUIRED BY CODE. 21. ALL DOMESTIC WATER PIPING SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH THE APPLICABLE CODES AND AWWA C651. 22. PERFORM A HYDROSTATIC PRESSURE TEST ON ALL PIPING, AT THE PIPING SYSTEM WORKING PRESSURE, FOR A MINIMUM PERIOD OF 24-HOURS. REPAIR ANY LEAKS AND RETEST TO DEMONSTRATE TIGHTNESS. STOP-LEAK COMPOUNDS WILL NOT BE ALLOWED. ALL PIPING FOR PRESSURIZED WATER SYSTEMS SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI.

Benning PLUMBING DATA SHEET

19. DOMESTIC WATER SHUT-OFF VALVES SHALL BE TWO PIECE, FULL PORT, TRUE UNION TYPE, WITH PLASTIC BODY, BLOW-OUT PROOF STEM DESIGN AND O-RING STEM SEAL. PLASTIC PARTS SHALL BE CPVC. VALVES SHALL BE NIBCO DUO-BLOC, OR EQUAL.

P100 © core group, pc 2006

ASC PROJECT #0611138

F

L-42,44 L-40

MENS

L-41

S

L-32

PNL 'L'

L-34 15

V

AV

FACP

J

15

L-26

L-36

L-25 V

L-30

L-28

15 +40"

GFI

YOUNG ADULT READING

L-39

3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"

PH.

2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

EQUIPMENT

C

LTG - TRACK LTG - TRACK LTG - TRACK LTG - TRACK LTG - GENERAL LTG - GENERAL LTG - GENERAL LTG - TRACK LTG - TRACK LTG - TRACK LTG - TRACK LTG - GENERAL RCPT - GENERAL VENDING MACHINE COPIER

3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"

2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

20 20 20 20 20 20 20 20 20 20 20 20 20 20 20

120 120 120 120 120 120 120 120 120 120 120 120 120 120 120

REMARKS:

V

TOTAL KVA

53.1

TOTAL CONNECTED AMP:

147.5

AV

PANEL 'L' LOCATION: OFFICE CKT L-27

ADULT COMPUTERS

ADULT LOUNGE

L-35

CHILDRENS COMPUTERS

C

RCPT - HOT TOPICS 3/4" RCPT - CIRCULATION DESK 3/4" RCPT - ADULT READING 3/4" RCPT - ADULT'S COMP'S 3/4" RCPT - YOUNG ADULT READING 3/4" RCPT - GENERAL 3/4" SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE

PH.

2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G

1 1 1 1 1 1

EQUIPMENT

C

RCPT - OFFICE COMP'S DISPOSAL RCPT - OFFICE RCPT - OFFICE RCPT - YOUNG ADULT READING WH-1 NIGHT LIGHTS HEAT TRACING HEAT TRACING SPARE SPARE SPARE SPARE SPARE

PHASE A LOAD PHASE B LOAD PHASE C LOAD 1

(TYP)

3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"

RECESSED 10 CKT BKR PH. AMP VOLT

2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#12, 1#12G 2#10, 1#10G 2#12, 1#12G 2#10, 1#10G 2#10, 1#10G

1 1 1 1 1 2 1 1 1 1 1 1 1 1

20 20 20 20 20 30 20 20 20 20 20 20 20 20

120 120 120 120 120 208 120 120 120 120 120 120 120 120

REMARKS:

L-29

CIRCULATION DESK

MOUNTING KAIC CONDUCTOR WIRE

DB

ADULT READING

L-37

31 33 35 37 39 41 43 45 47 49 51 53 55 57 59

EQUIPMENT

CONDUCTOR WIRE

120/208V, 3Ø, 4W 400 AMP MLO CKT BKR LOAD AMP VOLT KVA KVA CKT Ø 20 120 1.2 A 0.8 32 20 120 0.8 B 0.7 34 20 120 0.8 C 0.4 36 20 120 0.8 A 0.2 38 20 120 1.2 B 0.4 40 20 120 1.2 C 2.0 42 A 2.0 44 B 0.6 46 C 1.0 48 A 1.0 50 B 52 C 54 A 56 B 58 C 60

(SECT 2)

Permit - SET

75

12.0 13.7 12.3

6.0 3.7 5.4

DT DATE

15

PHASE A LOAD PHASE B LOAD PHASE C LOAD

1010 wisconsin avenue, nw suite 405 washington, dc 20007

WOMENS

ADULT COMPUTERS

ISSUED FOR

L-38

LTG - TRACK LTG - TRACK LTG - GENERAL LTG - TRACK LTG - TRACK LTG - TRACK LTG - TRACK LTG - TRACK LTG - TRACK LTG - TRACK LTG - TRACK LTG - GENERAL GFI RCPT - BATHRM RCPT - ADULT LOUNGE RCPT - CHILDEN'S PC

C

T 202.466.6116 F 202.466.6235 E [email protected]

C/T CABINET

1 3 5 7 9 11 13 15 17 19 21 23 25 27 29

EQUIPMENT

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED

FACP L-33

CHILDRENS READING

PNL 'L' 400A (SECT 2) 120/208V 3Ø, 4W

PNL 'L' 400A (SECT 1) 120/208V 3Ø, 4W

R1

C/T 400A 120/208V 3Ø, 4W

ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

METER

2 SETS (4#3/0+1#2G - 2 1/2"C)

RISER NOTES:

R#

INCOMING SERVICE FROM BGE (BY OWNER)

ELECTRICAL RISER DIAGRAM

1. PROVIDE A NEMA 3R 3P+S/N, 400A 250V FUSED SAFETY SWITCH @ 400A.

7061 Deepage Dr Columbia, MD 21045

NOT TO SCALE

410-381-7100 Fax: 410-381-7110 1-800-ASC-4-MEP (1-800-272-4637)

L-31

AV

EXOTHERMIC WELD

110

F

EXOTHERMIC WELD GROUNDING ELECTRODE

HOT TOPICS ELECTRICAL POWER PLAN

CONCRETE FOUNDATION

SCALE: 1/8" = 1'-0"

GENERAL NOTES

POWER NOTES:

1. CONTRACTOR TO VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF ALL RECEPTACLES, COMMUNICATION DEVICES AND JUNCTION BOXES WITH ARCHITECT PRIOR TO INSTALLATION.

1. FLOOR MOUNTED FLUSH POKE-THRU BY WIREMOLD: CATALOG #RC4ATCBK OR APPROVED EQUIVALENT. PROVIDE COM50 COMMUNICATION ADAPTER AS NECESSARY. COORDINATE CORE DRILL WITH ARCHITECT PRIOR TO INSTALLATION.

2. REFER TO DWG E-1 FOR SPECIFICATIONS.

GROUNDING ELECTRODE CONDUCTOR #1/0

#

2. WH-1, 4KW, 208V, 1Ø. PROVIDE A NFSS 30A - 250V, 2P SAFETY SWITCH.

NON-METALLIC PROTECTIVE SLEEVE

#2 AWG BARE COPPER CONDUCTOR REBAR

2" MIN DIRECT CONTACT WITH EARTH

30 FEET MINIMUM

GROUNDING DETAIL NO SCALE

GROUNDING ELECTRODE CONDUCTOR #1/0

#1/0

COLD WATER SYS

MAIN SERVICE GROUND

CONTINUOUS SUPPLEMENTAL GROUND ROD

GROUNDING NOTES:

1. GROUND PER NATIONAL ELECTRICAL CODE (NEC) SECTION 250 PART H. 2. GROUND SYSTEM TO INCLUDE FOUNDATION GROUND AND METAL WATER PIPE BONDED TOGETHER PER NEC. 3. TEST GROUND SYSTEM RESISTANCE & VERIFY LESS THAN 5 OHMS. 4. ALL GROUNDING WIRES SHALL BE COPPER.

DIRECT CONTACT WITH EARTH

Benning ELECTRICAL POWER PLAN

2

CKT

CONDUCTOR WIRE

RECESSED 10 CKT BKR PH. AMP VOLT

CB

METER

OFFICE

MOUNTING KAIC CONDUCTOR WIRE

PN 06016.00

STORAGE

JANITORS CLOSET

120/208V, 3Ø, 4W 400 AMP MCB CKT BKR LOAD AMP VOLT KVA KVA CKT Ø 20 120 1.3 A 1.3 2 20 120 1.8 B 1.8 4 20 120 0.9 C 1.5 6 20 120 1.5 A 1.5 8 20 120 1.5 B 0.8 10 20 120 1.8 C 1.2 12 20 120 1.0 A 1.4 14 20 120 1.8 B 1.5 16 20 120 1.3 C 1.5 18 20 120 1.8 A 1.0 20 20 120 1.3 B 1.0 22 20 120 1.0 C 0.8 24 20 120 0.4 A 0.8 26 20 120 1.2 B 1.0 28 20 120 0.8 C 1.5 30

Benning Road NE and 41st Street NE Washington,
LOCATION: OFFICE

(SECT 1)

DC Public Library - Benning

PANEL 'L'

E200 © core group, pc 2006

ASC PROJECT #0611138

6. VERIFY POINTS OF CONNECTION BEFORE COMMENCING WORK. CONFIRM THE REQUIREMENTS FOR PREMIUM TIME OR SPECIAL PROCEDURES WITH THE OWNER AND INCLUDE THE COST IN THE BID PROPOSAL. BY SUBMITTING A BID PROPOSAL, THE CONTRACTOR AGREES TO ACCEPT EXISTING SITE CONDITIONS NOT SPECIFICALLY EXCLUDED. EXCLUSIONS SHALL BE PROVIDED IN WRITING AS A SEPARATE DOCUMENT TO THE ARCHITECT AND ENGINEER. 7. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND LISTED BY THE UNDERWRITERS LABORATORIES, INC (UL) BEFORE PROCURING MATERIALS OR EQUIPMENT. SUBMIT ENGINEERING DATA FOR MATERIAL AND EQUIPMENT PROPOSED FOR USE. VERIFY EQUIPMENT DIMENSIONS FOR ADEQUATE SPACE ALLOTMENT ON THE PROJECT. THE PRODUCT MANUFACTURERS AND COMPONENT MODEL NUMBERS ARE GIVEN TO ESTABLISH A LEVEL OF QUALITY AND PERFORMANCE, AND ARE NOT INTENDED TO EXCLUDE EQUIVALENT PRODUCTS OF ALTERNATE MANUFACTURERS. ALTERNATE MANUFACTURERS OF EQUIVALENT PRODUCTS WILL BE CONSIDERED. COORDINATE, PREPARE AND SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL. SHOP DRAWINGS TO BE SUBMITTED SHALL INCLUDE, BUT NOT BE LIMITED TO: LIGHTING FIXTURES, CONTROL DEVICES, WIRING DEVICES (SWITCHES AND RECEPTACLES), POWER DISTRIBUTION EQUIPMENT, PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, TRANSFORMERS, FIRE DETECTION AND ALARM EQUIPMENT. 8. MAINTAIN A SET OF MEP RECORD DRAWINGS IN THE GENERAL CONTRACTORS OFFICE, AT THE PROJECT SITE OFFICE. INDICATE ACTUAL LOCATIONS OF ALL EQUIPMENT, CONDUIT AND ETC., AS WELL AS DEVIATIONS OF WORK FROM THAT SHOWN ON THE CONTRACT DOCUMENTS. WHERE CONFLICTS EXIST BETWEEN EQUIPMENT OF MULTIPLE DISCIPLINES, THIS CONTRACTOR SHALL DEVELOP FIELD COORDINATION DRAWINGS TO ASSIST IN THE INSTALLATION AS WELL AS A RECORD TO INDICATE THESE ISSUES TO THE ARCHITECT AND ENGINEER. 9. GUARANTEE EQUIPMENT AND WORKMANSHIP FOR A PERIOD OF ONE YEAR BEGINNING FROM THE DAY OF FINAL ACCEPTANCE OF THE WORK OR BENEFICIAL OCCUPANCY BY THE OWNER, WHICHEVER COMES FIRST. GUARANTEE WORK SHALL BE PERFORMED PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. GUARANTEE SHALL APPLY TO MATERIALS, EQUIPMENT AND SERVICES. WORK SHALL BE PERFORMED USING MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. 10. INSTALL WORK IN A NEAT AND WORKMANLIKE MANNER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, SEQUENCES AND PROCEDURES FOR COORDINATING WORK UNDER THIS CONTRACT. 11. MAINTAIN THE CONSTRUCTION PREMISES IN A NEAT AND ORDERLY CONDITION AND CLEAN DEBRIS FROM THE SITE AT THE END OF EACH WORKING DAY. 12. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION THEREOF, REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ENGINEER. NO CHANGES ARE TO BE MADE TO THE WORK OF THIS CONTRACT WITHOUT PRIOR KNOWLEDGE AND APPROVAL OF THE ARCHITECT AND ENGINEER. HOLD THE OWNER AND ITS CONSULTANTS HARMLESS AGAINST CLAIMS AND JUDGEMENTS ARISING OUT OF THE CONTRACTOR’S PERFORMANCE OF THE WORK OF THIS CONTRACT. DO NOT PROCEED WITH ANY WORK, FOR WHICH ADDITIONAL COMPENSATION IS EXPECTED BEYOND THE CONTRACT AMOUNT, WITHOUT AUTHORIZATION FROM THE APPROPRIATE AUTHORITY. FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION.

17. TRANSFORMERS: TRANSFORMERS, UNLESS NOTED OTHERWISE SHALL BE DRY TYPE GENERAL PURPOSE TYPE , EQUAL TO SQUARE D COMPANY TYPE NL, RATED 150 DEG C RISE OVER 40 DEG C AMBIENT WITH CLASS 220 INSULATION. A. ALL TRANSFORMER WINDINGS SHALL BE COPPER. B. KVA RATING AND VOLTAGE SYSTEM CONFIGURATION ARE AS SHOWN ON THE DOCUMENTS C. PROVIDE 4” CONCRETE HOUSEKEEPING PAD WITH A 3” REVEAL AROUND ALL SIDES. D. ALL FLOOR MOUNTED TRANSFORMERS SHALL BE INSTALLED A MINIMUM OF 3” FROM ANY WALL SURFACE. 18. OUTLET BOXES A. USE SHEET STEEL, ZINC COATED OR CADMIUM PLATED OUTLET BOXES CONCEALED FOR INTERIOR WORK. B. USE CAST BOXES, ZINC-CADMIUM FINISH MALLEABLE IRON, FOR EXPOSED EXTERIOR WORK AND FOR EXPOSED CONCEALED WORK IN WET, DAMP OR EXTERIOR LOCATIONS. C. WALL BOXES SHALL BE 4’ SQUARE X 2 1/2” DEEP WHERE WALL CONSTRUCTION PERMITS. D. GANG BOXES SHALL BE ONE PIECE. E. FLUSH MOUNT BOXES IN ALL FINISHED WALLS, INSTALL PLASTERRINGS IN DRYWALLED OR PLASTERED WALLS AND RAISED COVERTS AS REQUIRED IN WALLS WITH OTHER FINISHES SO COVER PLATES WILL FIT TIGHT AGAINST WALL SURFACE. F. PROPERLY SUPPORT ALL BOXES PER THE NEC TO ALLOW FOR A RIGID HOLD AND PROPER ALIGNMENT.

DOUBLE DUPLEX RECEPTACLE (QUAD). PROVIDE TWO (2) 20AMP, NEMA 5-20R IN A COMMON BACKBOX. MOUNT +18" AFF. J

J

JUNCTION BOX BRANCH CIRCUIT HOMERUN. NUMBER OF ARROWHEADS INDICATE NUMBER OF CIRCUITS. NUMBER OF SLASHES INDICATES NUMBER OF CONDUCTORS IF MORE THAN 2#12, 1#12G - 3/4" CONDUIT MINIMUM. BRANCH CIRCUIT CONCEALED IN CEILING OR WALL.

THOUSAND CIRCULAR MILS

(E)

EXISTING TO REMAIN

KV

KILOVOLTS

(D)

EXISTING TO BE DEMOLISHED

KVA

KILOVOLT AMPERES

(N)

NEW

KW

KILOWATT

(R)

RELOCATED EXISTING

LTG

LIGHTING

(RL)

EXISTING TO BE RELOCATED

MANUF

MANUFACTURER

(RR)

REMOVE AND RELOCATE

MAX

MAXIMUM

A

AMPS OR AMPERES

MCA

MINIMUM CIRCUIT AMPACITY

ABV

ABOVE

MCB

MAIN CIRCUIT BREAKER

ADA

AMERICANS W/ DISABLITIES ACT COMPLIANCE

MECH

MECHANICAL

MEP

MECHANICAL, ELECTRICAL, PLUMBING

AE

ARCHITECTURAL AND ENGINEERING; OR ARCHITECT AND ENGINEER

MFS

MAXIMUM FUSE SIZE

MH

MOUNTING HEIGHT

AF

AMPERES FRAME

MIN

MINIMUM

AFF

ABOVE FINISHED FLOOR

MLO

MAIN LUG ONLY

AFG

ABOVE FINISHED GRADE

MO

MOTOR OPERATOR

AHU

AIR HANDLING UNIT

MOCP

MAXIMUM OVERCURRENT PROTECTION

AIC

AMPERES INTERRUPTING CAPACITY

MTD

MOUNTED

APPROX

APPROXIMATE

MTG

MOUNTING

ARCH

ARCHITECT, ARCHITECTURAL

N

NEUTRAL

AT

AMPERES TRIP

N/A

NOT APPLICABLE

ATC

AUTOMATIC TEMPERATURE CONTROL NC

ATS

AUTOMATIC TRANSFER SWITCH

NEC

NATIONAL ELECTRICAL CODE

NEMA

NATIONAL ELECTRICAL MANUFACTURER'S ASSOC.

AMERICAN WIRE GAUGE

NFSS

NON-FUSED SAFETY SWITCH

BLDG

BUILDING

NIC

NOT IN CONTRACT

BLW

BELOW

NO.; #

NUMBER

C

CONDUIT

NOM.

NOMINAL

COMBINATION TELEPHONE/DATA OUTLET. PROVIDE PLASTER RING & PULL CORD TO CEILING SPACE. MOUNT +18" AFF UNO.

CAD

COMPUTER-AIDED DESIGN

NTS

NOT TO SCALE

CATV

CABLE TELEVISION

P

PUMP; POLES

FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE AND TELE/DATA OUTLET. PROVIDE BARRIER BETWEEN DEVICE GANGS. CATV (CABLE TELEVISION) OUTLET. PROVIDE PLASTER RING AND PULL CORD TO THE CEILING UNO. MOUNT +18" AFF UNO.

CKT

CIRCUIT

PB

PUSHBUTTON

CLG

CEILING

PC

PHOTOCELL

COMM

COMMUNICATION

PH; Ø

PHASE

CONN

CONNECTION, CONNECT

PLBG

PLUMBING

CONT

CONTINUATION

PNL

PANELBOARD

DD

DUCT SMOKE DETECTOR

PS

PRESSURE SWITCH

DIA

DIAMETER

QTY

QUANTITY

DISC

DISCONNECT

QUAD

QUADRAPLEX

DISP

DISPOSAL

DN

DOWN

RCPT REF

RECEPTACLE REFRIGERATOR

DW

DISHWASHER

REQD

REQUIRED

DWG

DRAWING

RES

RESISTANCE

EDH

ELECTRIC DUCT HEATER

EF

EXHAUST FAN

RLA RM

RUNNING LOAD AMPERES ROOM

EL

ELEVATION

RTU

ROOF TOP UNIT

ELEC

ELECTRICAL

S/N

SOLID NEUTRAL

ELEV

ELEVATOR

SCH

SCHEDULE

EM

EMERGENCY

SD

SMOKE DAMPER; SMOKE DETECTOR

EMS

ENERGY MANAGEMENT SYSTEM

SEF

SMOKE EXHAUST FAN

ENCL

ENCLOSURE

SF

SUPPLY FAN

F. DEVICES TO BE PROVIDED FOR THIS PROJECT INCLUDE; NFPA 72 AND ADA COMPLIANT FLASHING STROBE LIGHTS (MINIMUM 15/75 CANDELA, UNO) AND COMBINATION STROBE / HORNS, WALL AND CEILING MOUNT TYPE AS INDICATED; PHOTOELECTRIC SMOKE DETECTORS, HEAT DETECTORS, FLOW AND TAMPER ALARMS, AND DUCT MOUNTED SMOKE DETECTORS. DUCT DETECTORS SHALL HAVE A BASE WITH AN AUXILIARY RELAY (FOR HVAC UNIT SHUTDOWN) AND A PHOTOELECTRIC DETECTOR WITH SAMPLING TUBE (LENGTH AS REQUIRED. G. WATERFLOW AND TAMPER SWITCHES SHALL BE FURNISHED AND INSTALLED BY THE SPRINKLER CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL CONNECT EACH DEVICE TO THE FIRE ALARM SYSTEM. H. WHERE MULTIPLE STROBE DEVICES ARE INSTALLED IN A COMMON AREA, PROVIDE SYNCHRONIZED STROBES TO ALLOW FLASH TO OCCUR SIMULTANEOUSLY. I. WIRING:

BRANCH CIRCUIT OR FEEDER INSTALLED IN CONCRETE SLAB OR INSTALLED BELOW GRADE.

AV

AUDIO VISUAL

AVG

AVERAGE

CONDUIT TURNED UP

AWG

1. ALL FIRE ALARM WIRING SHALL BE INSTALLED IN MINIMUM OF 3/4" CONDUIT, EXCEPT USE UL RATED "MC" FIRE ALARM CABLE FROM JUNCTION BOX LOCATED ABOVE CEILING SPACE OVER THE STROBE, DOWN INSIDE THE WALL TO STROBE JUNCTION BOX. WHERE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION (AHJ), THE CONTRACTOR MAY USE UL LISTED, MC FIRE ALARM CABLE. 2. ALL WIRING TO DEVICES SHALL BE SIZED AND INSTALLED PER MANUFACTURERS REQUIREMENTS. 3. FIRE ALARM WIRING SHALL NOT BE INSTALLED IN THE SAME CONDUIT OR JUNCTION BOXES AS POWER AND LIGHTING WIRING. 4. ALL WIRE SPLICING SHALL BE PERFORMED IN JUNCTION BOXES SIZED TO ACCOMMODATE TERMINAL BLOCKS (NUMBER AS REQUIRED). ALL CONNECTIONS SHALL BE MADE WITH APPROVED CRIMP-ON TERMINAL SPADE LUGS, PRESSURE-TYPE TERMINAL BLOCKS OR PLUG CONNECTORS. CABLE TAPS OR T-TAPS WILL NOT BE PERMITTED.

CONDUIT TURNED DOWN

TV

ELECTRICAL PANELBOARD, SURFACE OR RECESSED MOUNTED 208Y/120V. MOTOR CONNECTION

F

2. FIELD QUALITY CONTROL AND TESTING: ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF A REPRESENTATIVE OF THE BUILDING MANAGEMENT. A. THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE WITH NFPA 72H, AND LOCAL FIRE DEPARTMENT REQUIREMENTS, BY THE INSTALLER, AND IN THE PRESENCE OF THE OWNERS REPRESENTATIVE AND THE LOCAL FIRE MARSHALL. UPON COMPLETION OF A SUCCESSFUL TEST, THE INSTALLER SHALL SO CERTIFY IN WRITING TO THE OWNER AND GENERAL CONTRACTOR. B. TEST CONDUCTORS FOR SHORT CIRCUITS USING AN INSULATION-TESTING DEVICE. C. TEST INDICATING AND INITIATING CIRCUITS FOR PROPER SIGNAL TRANSMISSION UNDER OPEN CIRCUIT CONDITIONS. D. TESTING INDICATING AND INITIATING CIRCUITS FOR PROPER ALARM OPERATION AND RESPONSE AND ANNUNCIATION AT THE MAIN FIRE ALARM CONTROL PANEL. E. TEST NEW SYSTEMS FOR SPECIFIED FUNCTIONS ACCORDING TO THIS SPECIFICATION AND THE FIRE ALARM MATRIX INDICATED ON THE DRAWINGS. F. RETESTING: CORRECT DEFICIENCIES INDICATED BY TESTING AND COMPLETELY RETEST WORK AFFECTED BY SUCH DEFICIENCIES. VERIFY BY THE SYSTEM TEST THAT THE TOTAL SYSTEM MEETS THE EXISTING BASE BUILDING SYSTEM OPERATION STANDARD. G. PROVIDE INTERFACE WITH SECURITY SYSTEM TO UNLOCK ALL EGRESS DOORS IN THE EVENT OF AN ALARM BY AN INITIATING DEVICE. H. UPON ACTIVATION OF FLOOR FIRE ALARM PULL STATION, SMOKE DETECTORS, HEAT DETECTORS AND WATERFLOW SWITCH AND ETC., SHALL CAUSE THE RELEASE OF ALL SECURITY DOOR LOCKS/ELECTRIC DOOR STRIKE. I. INCLUDE ON-SITE SERVICES OF A CERTIFIED FACTORY TECHNICIAN TO PROVIDE TECHNICAL INSTALLATION SUPPORTER FOR PANEL START UP, PROGRAMMING AND PROGRAM EDITING BASED ON LOCAL AUTHORITY COMMENTS, ASSIST CONTRACTORS WITH TROUBLESHOOTING AND ASSIST INSTALLER FOR ONE COMPLETE FINAL SYSTEM CHECKOUT.

SM F

15 110

DISCONNECT SWITCH, NFSS OR FSS. MANUAL MOTOR STARTER (TOGGLE SWITCH TYPE) WITH THERMAL OVERLOAD PROTECTION. FIRE ALARM MANUAL STATION. MOUNT +48" AFF UNO.

V

WALL MOUNTED VISUAL ALARM (OR FLASHING STROBE), CANDELA RATING AS SHOWN. MOUNT +80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER.

AV

WALL MOUNTED COMBINATION AUDIBLE/VISUAL ALARM, CANDELA RATING AS SHOWN. MOUNT +80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER.

FACP

NURSE CALL

FIRE ALARM CONTROL PANEL.

EX

EXISTING

SHT

SHEET

EXH

EXHAUST

SPEC

SPECIFICATION

FA

FIRE ALARM

STD

STANDARD

FAAP

FIRE ALARM ANNUNCIATOR PANEL

SWBD

SWITCHBOARD

FACP

FIRE ALARM CONTROL PANEL

SWGR

SWITCHGEAR

FATP

FIRE ALARM TERMINAL PANEL

SYM

SYMBOL

FCU

FAN COIL UNIT

TC

TIME CLOCK

FLA

FULL LOAD AMPS

TELE

TELEPHONE

FLR

FLOOR

TS

TAMPER SWITCH

FS

FLOAT SWITCH

FSS

FUSED SAFETY SWITCH

TVSS

TRANSSENT VOLTAGE SURGE SUPPRESION

FT

FOOT OR FEET

TYP

TYPICAL

FVNR

FULL VOLTAGE NON REVERSING

UG

UNDERGROUND

G; GRD

GROUND

UH

UNIT HEATER

GEN

GENERATOR

UL

UNDERWRITERS LABORATORY

GFCI H; HGT

GROUND FAULT CIRCUIT INTERRUPTER UNO UPS HEIGHT DOOR HOLDER

HD

HEAT DETECTOR

V

VOLTS

HORIZ

HORIZONTAL

VA

VOLT AMPERE

21. PROVIDE CUTTING AND PATCHING AS REQUIRED TO ACCOMPLISH THE ELECTRICAL WORK PORTRAYED ON THE DRAWINGS.

HP

HORSEPOWER

VFD

VARIABLE FREQUENCY DRIVE

HTR

HEATER

W

WATT(S); WIRE

22. DISCONNECT SWITCHES: PROVIDE FUSED OR NON-FUSED GENERAL DUTY DISCONNECT SWITCHES. SIZE AND RATING AS INDICATED ON THE DRAWINGS. ALL DISCONNECTS SHALL HAVE HANDLE LOCKING PROVISIONS IN THE ON AND OFF POSITIONS.

IG

ISOLATED GROUND

W/

WITH

IN

INCHES

W/O

WITHOUT

IS

INFORMATION SYSTEMS

WH

WATER HEATER

IT

INFORMATION TECHNOLOGY

WF

WATER FLOW SWITCH

J, JB

JUNCTION BOX

WP

WEATHERPROOF

KAIC

THOUSAND AMPERES INTERRUPTING XFMR CAPACITY

19. WIRING DEVICES: A. ALL LIGHTING SWITCHES SHALL BE RATED 20 AMPERE 120/277 VOLT AC QUIET TYPE SNAP SWITCHES. B. PROVIDE NEMA 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES UNLESS OTHERWISE NOTED. C. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT FROM DUPLEX RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS. D. ALL WIRING DEVICES, SHALL BE IVORY IN COLOR AND MANUFACTURED BY HUBBELL, P& S OR LEVITON. E. PROVIDE DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS NOTED OTHERWISE: 1. FINISHED AREAS: PRIME PAINTED STEEL IN THE COLOR OF THE DEVICE. 2. UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM, OR CAST METAL AS APPROPRIATE FOR THE TYPE OF BOX. 3. WHERE MORE THAN ONE DEVICE IS INDICATED, PROVIDE A MULTI-GANG BOX AND A COMMON GANG DEVICE PLATE. 20. TELEPHONE AND DATA OUTLETS: A. PROVIDE PLASTER RING AND PULL WIRE TO ACCESSIBLE CEILING SPACE. INSTALL PLASTIC BUSHING IN METAL STUD TOP PLATE OR STUD OPENINGS TO AVOID CONDUCTOR DAMAGE. B. PROVIDE AN OUTLET BOX AND 1” EMPTY CONDUIT WITH PULL STRING WHERE LOCATION IS IN AN INSULATED WALL PARTITION OR DOES NOT HAVE A CLOSE ACCESSIBLE CEILING.

2. WARRANTY THE CONTRACTOR SHALL WARRANTY THE INSTALLATION OF THIS SYSTEM FOR A PERIOD OF NOT LESS THAN 18 MONTHS, AND THAT SHALL INCLUDE ALL DEFECTIVE PARTS, TROUBLESHOOTING OF NUISANCE ALARMS DUE TO SHORTS OR OTHER ANOMALIES. THE STANDARD MANUFACTURER WARRANTY SHALL APPLY TO ALL DEVICES, POWER SUPPLIES AND EQUIPMENT.

Benning Road NE and 41st Street NE Washington,
DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTER TYPE (GFCI), 20AMP RATED. MOUNT +6" ABOVE COUNTER OR BACKSPLASH.

KCMIL

DC Public Library - Benning

S3D

PERCENT

T 202.466.6116 F 202.466.6235 E [email protected]

A. CABLE AND CONDUIT SHALL BE INSTALLED CONCEALED IN FINISHED AREAS. BRANCH CIRCUITS INSTALLED IN UNFINISHED AREAS SHALL BE INSTALLED IN CONDUIT. B. ALL EMPTY CONDUITS SHALL BE INSTALLED WITH PULL LINES. C. CONDUITS INSTALLED INDOORS SHALL BE EMT. D. CONDUITS SERVING MOTORS, TRANSFORMERS OR VIBRATING EQUIPMENT INSTALLED IN INDOOR DRY LOCATIONS SHALL BE FLEXIBLE METALLIC CONDUIT (FMC) E. CONDUITS INSTALLED OUTDOORS OR EXPOSED TO DAMP OR MOIST ENVIRONMENTS SHALL BE INSTALLED IN IMC. F. CONDUITS SERVING MOTORS, TRANSFORMERS OR VIBRATING EQUIPMENT INSTALLED IN OUTDOORS OR IN DAMP OR MOIST LOCATIONS SHALL BE LIQUIDTITE FLEXIBLE METAL CONDUIT FLEXIBLE METALLIC CONDUIT (LFMC). G. ALL CONNECTORS FOR SOLID CONDUIT (EMT AND IMC) SHALL BE COMPRESSION TYPE FITTINGS. ALL CONNECTORS FOR FLEXIBLE CONDUIT AND CABLE SHALL BE UL LISTED FOR USE WITH THAT EQUIPMENT. H. ALL CABLE AND CONDUIT SHALL BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING LINES AND SHALL BE PROPERLY SUPPORTED AS RECOMMENDED BY THE NEC. THE ABOVE SHALL NOT BE SUPPORTED BY MECHANICAL PIPING OR TIED TO DUCTWORK HANGERS. CABLES SHALL NOT BE SUPPORTED BY OTHER ELECTRICAL CONDUIT. I. WHERE BRANCH CIRCUIT CABLE ENTERS AN ELECTRICAL CLOSET, THE CABLES SHALL NOT BE INSTALLED BUNDLED TOGETHER. RATHER THE CABLES SHALL BE PULLED INTO THE ROOM, DRESSED AND TRAINED INTO SINGLE AND DOUBLE ROWS, WHICH ARE NEATLY FASTENED TO KINDORF RACK VIA THE PROPER TYPE OF CABLE PRESSURE CONNECTORS. THE CABLE SHALL BE SUPPORTED AND SMOOTHLY TRANSITIONED INTO THE INDICATED BRANCH CIRCUIT PANELBOARD. J. COORDINATE ALL CONDUITS, AND CABLE RUNS WITH MECHANICAL PIPING AND DUCTWORK TO AVOID CONFLICTS. K. CONDUITS SHALL NOT BE USED AS EQUIPMENT GROUND RETURN PATHS. SEE 18. D. ABOVE

SD

%

Permit - SET

5. MAKE ARRANGEMENTS FOR, AND PAY ALL COSTS, AS APPLICABLE FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING AND HVAC AS REQUIRED TO PROPERLY CONDUCT THE WORK SPECIFIED IN THIS CONTRACT AND MAINTAIN ALL EXISTING SERVICES. PROVIDE AND MAINTAIN FOR THE ENTIRE LENGTH OF THIS CONTRACT; EXITS, EXIT AND EMERGENCY LIGHTING, FIRE PROTECTION AND ALARM DEVICES TO CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODES.

16. INSTALLATION OF CONDUIT AND CABLE:

1. SUBMIT BATTERY CALCULATIONS TO SUBSTANTIATE COMPLIANCE WITH REQUIREMENTS. 2. PROVIDE PANEL MOUNTED ANNUNCIATOR AND AUDIBLE TROUBLE ALARM ON CONTROL PANEL COVER. 3. PROVIDE AUTO-DIALER OR DACT TECHNOLOGY FOR COMMUNICATING ALARMS TO CENTRAL STATION CONNECTION, WHICH WILL BE COORDINATE WITH OWNER. PROVIDE 3/4” E.C. TO TELEPHONE BACKBOARD AND PROVIDE DEDICATED PHONE LINE FOR FIRE ALARM COMMUNICATION USE.

S 3a S 4a

EXIT LIGHTING FIXTURE-SINGLE OR DOUBLE FACE WITH DIRECTIONAL ARROWS AS INDICATED. CONNECT TO EMERGENCY POWER SOURCE OR PROVIDED WITH BATTERY POWER UNIT. LIGHTING CONTROL TOGGLE SWITCHES, SINGLE POLE, THREE-WAY OR FOUR-WAY, 20AMP RATED, 2-POLE, 3-WIRE. MOUNT +48" AFF UNO. LETTER ADJACENT SWITCH INDICATES FIXTURE GROUP CONTROLLED. LINEAR SLIDE TYPE DIMMER SWITCH, SINGLE POLE OR THREE-WAY TYPE. DIMMER SWITCH RATED FOR LOAD CONTROLLED (INCAND, FLUOR AND LV). MOUNT +48" AFF UNO. DUPLEX RECEPTACLE, 20AMP, NEMA 5-20R. MOUNT +18" AFF UNO.

ELECTRICAL ABBREVIATIONS

ISSUED FOR

4. MEP DOCUMENTS ARE DIAGRAMMATIC AND INDICATE MAJOR COMPONENTS, GENERAL LOCATION OF WORK AND SYSTEMS. COORDINATE ALL TRADES AND BE FAMILIAR WITH CONDITIONS, NEW AND EXISTING, WHICH MAY AFFECT THE WORK. VERIFY AND FIELD CHECK DIMENSIONS AND CONDITIONS PRIOR TO THE START OF ANY WORK AND REVIEW THE DOCUMENTS FOR ANY CONDITIONS WHICH AFFECT THIS WORK. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. THIS CONTRACTOR SHALL REVIEW ALL SUPPORTING AND COMPLIMENTARY DOCUMENTS, WHICH ARE CONSIDERED A PART OF THE CONTRACT DOCUMENT PACKAGE. THESE DOCUMENTS INCLUDE; ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DOCUMENTS AND SPECIFICATIONS. THESE DOCUMENTS COMPLIMENT EACH OTHER AND MUST BE UTILIZED BY ALL CONTRACTORS IN ORDER TO OBTAIN COMPLETE CONSTRUCTION INFORMATION. ANY INFORMATION, WHICH CONFLICTS WITHIN THESE DOCUMENTS AND SPECIFICATIONS, SHALL BE BROUGHT TO THE ARCHITECTS AND ENGINEERS ATTENTION.

15. CABLES: METAL CLAD CABLE (MC) WITH AN INSULATED GREEN GROUND CONDUCTOR SHALL BE USED IN ALL CONCEALED BRANCH WIRING APPLICATIONS UNLESS OTHERWISE NOTED. TYPE ARMOR CLAD CABLE (AC) OR BX CABLE IS NOT PERMITTED.

Sa

DESCRIPTION EMERGENCY BATTERY BACK-UP TYPE FIXTURE WITH MINIMUM 90 MINUTES OF RUN TIME. NUMBER OF FIXTURE HEADS AS SHOWN. REFER TO LIGHTING FIXTURE SCHEDULE. EXIT LIGHTING FIXTURE, SINGLE OR DOUBLE FACE, CONNECTED TO EMERGENCY POWER SOURCE OR PROVIDED WITH BATTERY POWER UNIT.

CB

3. CONTRACTOR SHALL ARRANGE FOR THE PAYMENT OF ALL NECESSARY PERMITTING AND INSPECTION FEES. THIS CONTRACTOR SHALL SCHEDULE ALL REQUIRED INSPECTIONS OF THE PROJECTS WITH THE LOCAL JURISDICTION AT THE REQUIRED STAGES OF COMPLETION.

A. CONDUCTORS #10AWG AND SMALLER SHALL BE SOLID TYPE CONDUCTORS. CONDUCTORS #8AWG AND LARGER SHALL BE STRANDED TYPE. B. MINIMUM CONDUCTOR SIZE TO BE #12AWG UNLESS NOTED OTHERWISE. C. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT, UNLESS NOTED OTHERWISE. D. ALL BRANCH CIRCUITS INSTALLED IN CONDUIT SHALL BE PROVIDED WITH A SEPARATE GREEN INSULATED GROUND CONDUCTOR.

A. ALL DEVICES, COMBINATIONS OF DEVICES, APPLIANCES AND EQUIPMENT SHALL BE UL LISTED FOR THE PURPOSE, WHICH THEY ARE USED AND SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, AS WELL AS ALL APPLICABLE LOCAL CODES, AUTHORITIES HAVING JURISDICTION AND MANUFACTURER’S REQUIREMENTS. B. THE INSTALLATION OF THIS SYSTEM SHALL BE BY A COMPANY THAT SPECIALIZES IN INSTALLATION OF THIS EQUIPMENT AND HAS A SUCCESSFUL RECORD OF SYSTEM INSTALLATIONS DATING BACK A MINIMUM OF 5 YEARS ON SIMILAR TYPES OF INSTALLATIONS. C. THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF DESIGN DOCUMENTS, APPROVED PERMIT DOCUMENTS AND SHOP DRAWINGS ON-SITE AND SHALL TURN THESE DOCUMENTS OVER TO THE OWNER UPON PROJECT COMPLETION AND APPROVAL BY THE LOCAL AUTHORITY. D. RECORD DRAWINGS SHALL INCLUDE A CAD GENERATED SET OF DOCUMENTS, WHICH INDICATE LOCATION OF ALL DEVICES, CONTROL PANELS, ANNUNCIATORS, INTERFACE ADDRESSABLE MODULES, AND END-OF-LINE DEVICES. E. CONTROL PANEL SHALL BE SINGLE LOOP ADDRESSABLE FIRE ALARM CONTROL PANEL. CONTROL PANEL SHALL BE CAPABLE OF REPORTING SUPERVISORY, TROUBLE AND ALARM CONDITIONS TO CENTRAL STATION VIA FLOOR, ZONE AND TYPE OF DEVICE. POWER SUPPLY SHALL BE ADEQUATE TO SERVE PANEL MODULES, RELAYS AND ALARM INDICATING AND INITIATING DEVICES. PANEL SHALL BE PROVIDED WITH A SECONDARY EMERGENCY POWER SUPPLY WITH CAPACITY FOR OPERATING SYSTEM IN STAND-ALONE MODE FOR 24-HOURS FOLLOWED BY ALARM MODE FOR 10 MINUTES.

SYMBOL

PN 06016.00

2. WORK AND EQUIPMENT SHALL COMPLY WITH THE LATEST AND APPLICABLE ADOPTED NATIONAL BUILDING CODES (INTERNATIONAL BUILDING CODE (IBC), NATIONAL ELECTRIC CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND ALL LOCAL AMENDMENTS TO THE NATIONAL CODES, AS WELL AS ALL AUTHORITIES HAVING JURISDICTION. THE ESTABLISHED NATIONAL STANDARDS SHALL BEAR THEIR LABEL ON ALL NEW EQUIPMENT (UNDERWRITER’S LABORATORY-UL), FACTORY MUTUAL-FM AND ALL WORK SHALL BE IN COMPLIANCE WITH THE OCCUPATIONAL AND SAFETY ADMINISTRATION (OSHA). MODIFICATIONS REQUIRED BY THE ABOVE SAID AUTHORITIES TO BRING THE PROJECT SPACE UNDER CONTRACT UP TO CODE SHALL BE MADE WITHOUT ADDITIONAL CHARGE. WHERE CONTRACT DOCUMENT REQUIREMENTS ARE IN EXCESS OF CODE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN. DEVIATIONS FROM THE CONTRACT DOCUMENTS REQUIRED BY THE ABOVE AUTHORITIES SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW.

14. CONDUCTORS: ALL CONDUCTORS SHALL BE COPPER UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHOWN ON THE DOCUMENTS SHALL BE RATED A MINIMUM OF 75 DEG C TYPE THW 600 VOLT INSULATION.

GENERAL: PROVIDE A COMPLETELY ADDRESSABLE, ELECTRICALLY SUPERVISED, CENTRALLY MONITORED (VIA AUTOMATIC DIALER), POWER-LIMITED, CLASS ‘B” FIRE ALARM AND DETECTION SYSTEM. THE BASIS OF DESIGN FOR THIS SYSTEM SHALL BE "SIMPLEX", WITH ACCEPTABLE ALTERNATE MANUFACTURERS, EDWARDS SYSTEM TECHNOLOGIES AND NOTIFIED.

1010 wisconsin avenue, nw suite 405 washington, dc 20007

1. A COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM, WHICH INCLUDES ALL PANELS, FEEDERS, BRANCH CIRCUITS, SAFETY SWITCHES, TRANSFORMERS AND CONNECTIONS THERETO. 2. COMPLETE BRANCH CIRCUIT SYSTEM. 3. COMPLETE LIGHTING FIXTURE INSTALLATION, INCLUDING LAMPS. 4. COMPLETE TELEPHONE AND COMMUNICATION RACEWAY SYSTEM, WHICH INCLUDES BOXES, PLASTER RINGS, CONDUITS, AND PULL WIRES. CONDUITS AND/OR PULL STRINGS SHALL BE PROVIDED TO ACCESSIBLE CEILING SPACE OR COMMUNICATION CLOSET. 5. COMPLETE EMERGENCY LIGHTING AND POWER SYSTEM, WHICH IS CONSISTENT WITH THE BASE BUILDING. 6. TEMPORARY ELECTRICAL POWER AND LIGHTING AS REQUIRED FOR CONSTRUCTION. 7. TESTING OF ALL CABLES AND CIRCUIT WIRING FOR CONTINUITY OF POWER AND FOR INTEGRITY OF THE GROUNDING SYSTEM. 8. WIRING DEVICES AND FLOOR BOXES. 9. LIGHTING CONTROLS 10. GROUNDING OF THE ELECTRICAL SYSTEM. 11. FIRE ALARM SYSTEM RELOCATION AND ADDITION OF NEW DEVICES AS SHOWN.

ELECTRICAL SYMBOLS

DB

A. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL, STORAGE, UNPACKING AND PLACEMENT TO INCLUDE, BUT NOT LIMITED TO THE FOLLOWING ITEMS:

A. COPPER BUSSING B. BOLT-ON MOLDED CASE, THERMAL MAGNETIC CIRCUIT BREAKERS. C. BUSSING AND BREAKERS SHALL MAKE A FULLY RATED (KAIC) SYSTEM. SERIES RATED EQUIPMENT IS NOT ACCEPTABLE. D. PROVIDE PANEL WITH SEPARATE EQUIPMENT GROUND BUS TERMINAL BLOCK. E. PROVIDE TYPED PANEL DIRECTORIES. F. PROVIDE DEAD FRONT CONSTRUCTION AND HINGED FRONT DOORS WITH A SPRING-LOADED, KEY LOCKABLE LATCH. G. OTHER FEATURES SHALL BE AS INDICATED ON THE PANEL SCHEDULES.

23. FIRE ALARM AND DETECTION SYSTEM

DT DATE

1. SCOPE OF WORK:

13. PANELBOARDS: ALL PANELBOARDS SHALL BE EQUAL IN MANUFACTURER TO “SQUARE D COMPANY” TYPE NQOD. THE PANELBOARDS SHALL BE PROVIDED WITH THE FOLLOWING STANDARD FEATURES:

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

7061 Deepage Dr Columbia, MD 21045 410-381-7100 Fax: 410-381-7110 1-800-ASC-4-MEP (1-800-272-4637)

UNLESS NOTED OTHERWISE

UNINTERRUPTABLE POWER SUPPLY

TRANSFORMER

Benning ELECTRICAL DATA SHEET

ELECTRICAL SPECIFICATIONS – NEW WORK

E100 © core group, pc 2006

ASC PROJECT #0611138

3/4" CW ABV. CLG. P-1

P-4 1/2" CW&HW ABV. CLG.

3/4" HW ABV. CLG.

YOUNG ADULT READING

P-2

WOMENS

P-2

1010 wisconsin avenue, nw suite 405 washington, dc 20007

P-5

P-1

T 202.466.6116 F 202.466.6235 E [email protected]

MENS

Benning Road NE and 41st Street NE Washington,
WH P-3

ADULT COMPUTERS

ADULT LOUNGE

NEW PLUMBING PLAN - DOMESTIC WATER SUPPLY

OFFICE

P-3

1 1/2"V ABV. CLG.

2"VTR

MENS

ISSUED FOR

FCO

PN 06016.00

Permit - SET

STORAGE

DB

JANITORS CLOSET

CB

SCALE: 1/4" = 1'-0"

DT DATE

1. REFER TO DRAWING P100 FOR PLUMBING SYMBOLS AND ABBREVIATIONS. 2. REFER TO SANITARY AND DOMESTIC WATER RISERS ON DRAWING P100 FOR ADDITIONAL PIPE SIZES. 3. PROVIDE UNDER ALL SINKS AND LAVATORIES A POINT OF USE THERMOSTATIC MIXING VALVE. REFER TO DATA SHEET P100 FOR MAKE AND MODEL. 4. HEAT TRACE ALL PIPING & TRAPS BELOW FLOOR AND DOMESTIC WATER PIPE FROM BELOW GRADE TO PIPING LEADING INTO BUILDING.

EXTEND 1"CW PIPE BELOW GRADE AND CONNECTION TO EXISTING CITY MAIN SUPPLY PIPE. COORDINATE W/ LOCAL JURISDICTION CIVIL ENGINEER FOR EXACT LOCATION.

OFFICE

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME,

P-1

AND THAT I AM A DULY LICENSED

P-4

ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

4" SAN. BELOW FLOOR W/ HEAT-TRACING.

2" SAN. BELOW FLOOR W/ HEAT-TRACING.

YOUNG ADULT READING

P-2

WOMENS

P-2 2"V ABV. CLG.

P-1

EXTEND 4" SAN. PIPE BELOW GRADE AND CONNECTION TO EXISTING CITY MAIN SAN. PIPE. COORDINATE W/ LOCAL JURISDICTION CIVIL ENGINEER FOR EXACT LOCATION.

P-5 7061 Deepage Dr Columbia, MD 21045 410-381-7100 Fax: 410-381-7110 1-800-ASC-4-MEP (1-800-272-4637)

Benning PLUMBING FLOOR PLAN

GENERAL NOTES

STORAGE

DC Public Library - Benning

JANITORS CLOSET

DOMESTIC WATER METER IN VAULT BOX W/ READING IN CUBIC FEET.

ADULT COMPUTERS

ADULT LOUNGE NEW PLUMBING PLAN - SANITARY & VENT SCALE: 1/4" = 1'-0"

1'

0

2'

4'

6'

8'

P200 © core group, pc 2006

GRAPHIC SCALE 1/4" = 1'-0"

ASC PROJECT #0611138

S

TYPE C (TYP)

K

LIGHTING FIXTURE SCHEDULE

L-21

TYPE

K

S

S

2

SDu

L-23

YOUNG ADULT READING

S

WOMENS

QTY

LAMPS TYPE

MOUNTING

VOLTAGE

LSI

-

-

-

TRACK

120

B

2' X 4' RECESSED FLUORESCENT LIGHTING FIXTURE

LIGHTOLIER

QHE2GPFOP228227PG

2

54W T5 HO 3500K

RECESSED

120

C

LSI DIMMABLE WALL WASHER

LSI

239-00-S-WL W/ C995

1

50PAR

TRACK

120

D

LSI DIMMABLE ACCENT LIGHT

LSI

238-00-S-WL W/ C998

1

50PAR

TRACK

120

E

EPI DOWNLIGHT

EPL

A19/4 COL

1

90W A19

RECESSED

120

F

EPI WALL WASHER

EPL

A19/4 WW COL

1

90W A19

RECESSED

120

G

WALL MOUNTED VANITY LIGHT

LIGHTOLIER

BCW6X48 SW4S32HPFUNVHI

2

32W T8

SURFACE

120

H

DIMMABLE BALL PENDANT

GLO

-

1

100W

PENDANT

120

I

8' LINEAR PENDANT FIXTURE W/ DIMMING BALLAST

ZUMTOBEL

EE45458T305

4

54W T5

PENDANT

120

J

PENDANT

LIGHTOLIER

-

4

26/32/42W

PENDANT

120

K

4' UTILITY STRIP FLUORESCENT LIGHT

-

-

1

32W T8

SURFACE

120

EXIT SIGN

LIGHTOLIER

LLC2-U-R-W

-

LED

SURFACE

120

H

L-24 SDw

CATALOG NUMBER

A SDt

L-5

NL

G

MANUFACTURER

LSI SINGLE CIRCUIT PENDANT MOUNTED DIMMABLE TRACK

J

MENS

DESCRIPTION

SDv G

J

S

L-19 L-17 J

SDs L-22 TYPE J (TYP) J

SDr

H

H

ADULT LOUNGE

L-20

NL

SDp

ADULT COMPUTERS

SDq

J

L-13

J

REMARKS

T 202.466.6116 F 202.466.6235 E [email protected]

S

TYPE F (TYP)

Benning Road NE and 41st Street NE Washington,
TYPE B (TYP)

DC Public Library - Benning

OFFICE

1010 wisconsin avenue, nw suite 405 washington, dc 20007

STORAGE

JANITORS CLOSET

REMARKS: 1. ALL CEILING TYPES SHALL BE VERIFIED PRIOR TO FIXTURES BEING ORDERED.

L-16

Permit - SET

5. ALL FIXTURES PROVIDED ARE EXPECTED TO HAVE ALL APPURTENANCES, MOUNTING HARDWARE AND ETC. PROVIDED IN ORDER TO PROVIDE A PROPER INSTALLATION.

SDj

CIRCULATION DESK

H

ADULT COMPUTERS

SDa SDb

SDc

SDd SDe

SDf

SDg SDh

SDi

SDj

SDk

SDl

PN 06016.00

L-12

CHILDRENS COMPUTERS

ISSUED FOR

4. ALL FIXTURES SHOWN ESTABLISH THE BASIS OF DESIGN OR LEVEL OF QUALITY EXPECTED, IF ALTERNATE FIXTURES ARE SUBSTITUTED DURING THE SUBMITTAL PROCESS, THE ENGINEER ARCHITECT RESERVE THE RIGHT TO REJECT THE SUBSTITUTED FIXTURE BASED UPON OUR PROFESSIONAL JUDGEMENT.

CB

SDn

DT DATE

J

ADULT READING

SDo

SDk

3. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION ON LIGHT FIXTURES SELECTED.

J

DB

L-14

L-18

J

2. ALL FLUORESCENT FIXTURES SHALL BE PROVIDED WITH HIGH POWER FACTOR ELECTRONIC BALLASTS. ALL HID FIXTURES SHALL BE PROVIDED WITH HIGH POWER FACTOR BALLASTS.

L-15

SDl

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE DISTRICT OF COLUMBIA

SDm SDn L-6

L-9

J

J

J

L-11

L-3

SDd L-2

J

L-1

SDa

(TYP)

J

1

TYPE D (TYP)

ELECTRICAL LIGHTING PLAN SCALE: 1/8" = 1'-0"

GENERAL NOTES

LIGHTING NOTES:

1. CONTRACTOR TO COORDINATE EXACT LOCATION OF ALL LIGHTING FIXTURES AND CONTROLS WITH ARCHITECT PRIOR TO INSTALLATION

1. CONTRACTOR TO WIRE ALL EXIT SIGNS, BATTERY PACKS AND NIGHT LIGHTS TO CKT 46 IN PANEL 'L'.

#

2. SWITCH BANK, SEE DETAIL THIS SHEET.

J

410-381-7100 Fax: 410-381-7110 1-800-ASC-4-MEP (1-800-272-4637)

J

SDb J

HOT TOPICS

SDw

7061 Deepage Dr Columbia, MD 21045

NL

SDc

SDv

SDm

CHILDRENS READING L-4

SDu

NO SCALE

SDh

SDf J

SDs SDt

SWITCH BANK DETAIL

SDg

SDe

SDr

L-7

L-8

SDi

SDp SDq

Benning ELECTRICAL LIGHTING PLAN

L-10

SDo

E300 © core group, pc 2006

ASC PROJECT #0611138