F16SOL1044_Ammendment_3.pdf

(x)

F16SOL10044

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

OCON

Washington DC 20013-7012

MRC 1200

P.O. BOX 37012

OCON

OCON

Washington DC 20013-7012

MRC 1200

P.O. BOX 37012

SMITHSONIAN INSTITUTION

06/10/2016000003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

06/10/2016

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Solicitation Number F16SOL1004 is hereby amended as follows:

A. Section J shall be amended by the addition of the following attachment:

J.18 Addendum, DATE: 7.1.2016, PROJECT NAME: Renew Police Station, Replace Public Restrooms and Pavilion and

Electrical Substation - attached hereto.

Outside of the changes referenced above, Solicitation F16SOL10044 remains unchanged.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Dorothy A. Leffler

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

F16SOL10044 1 of 18

SUMMARY OF REVISIONS TO CONTRACT DOCUMENTS

ISSUE: Addendum

DATE: 7.1.2016

PROJECT NAME: Renew Police Station, Replace Public Restrooms and Pavilion and Electrical Substation

PROJECT NUMBER: 1633109

OWNER: Smithsonian Institution / National Zoological Park

The first table below contains line-by-line revisions made to the specifications that were issued with the Bid Documents dated 6/3/2016.

The second table below provides a summary of revisions to the drawings that were issued with the Bid Documents dated 6/3/2016. Please refer to the clouded drawings issued with the Addendum for the substance of the revisions.

CHANGES TO SPECIFICATIONS

Section Description

Volume 1

024119 SELECTIVE DEMOLITION – Part 3, Article 3.1, Paragraph E - Delete in its entirety.

Volume 2

071413 Add New Specification - 071413 HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING for plaza roof deck and exterior walls of underground mechanical, electrical, AV, and IT rooms.

075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING - Part 1, Article 1.2, Paragraph A, No. 3 - delete reference, and protection mat at plaza deck in its entirety.

077273 MEMBRANE LEAK DETECTION SYSTEM – Delete specification section in its entirety.

F16SOL10044 2 of 18

SUMMARY OF CHANGES TO DRAWINGS

Sheet Number Description

CIVIL

Not Used

LANDSCAPE

ARCHITECTURAL

Volume 2

2A 5 03 Revise detail J1 to add roof deck membrane flashing continuous under light fixture back box.

STRUCTURAL

PLUMBING

MECHANICAL

ELECTRICAL

Volume 1

1E 3 01 Reissue sheet – revise revision 1, dated 6/24/2016 “Not for Construction” to “For Construction”.

1E 8 03 Reissue sheet – revise revision 1, dated 6/24/2016 “Not for Construction” to “For Construction”.

FIRE ALARM / FIRE SUPRESSION

F16SOL10044 3 of 18

Sheet Number Description

Not Used

TECHNOLOGY / AV-IT

Volume 2

2AV-101 Remove 1½” EMT conduit riser at column line 3A. All speaker conduit is now being fed from riser located at 1C. Adjusted notes and detail callouts to reflect this change.

2AV-102 Remove 1½” EMT conduit riser at column line 3A. All speaker conduit is now being fed from riser located at 1C. Adjusted notes and detail callouts to reflect this change.

2AV-202 Relocated speaker EMT conduit to be concealed behind steel beam.

Provided new note to further clarify routing of speaker conduit.

2AV-501 Relocated speaker conduit to behind steel beam on all details. Adjusted notes to clarify design intent.

2AV-501 Adjusted conduit and junction box in Exterior Wall Mounted Speaker detail to be concealed within curtain wall spandrel panel.

2AV-501 Adjusted Speaker Conduit Detail to show just speaker conduit routing as the speaker conduit riser is no longer located at that location.

2AV-501 Provide new detail to show new speaker conduit riser routing.

SECURITY

1 TY 002

Narrative only

Transitions Notes – Replace Note 1 in entirety as provided:

1. Prior to demolition or construction starting in the police station, the field hardware connections for the security equipment not located in the building will need to be connected to the field panel (iStar Pro NZ:17) currently located in the equipment room of the existing security command center. This equipment includes the following:

a. Access Control Reader (NH IS:002 A2 D:1 :##) Hay Barn Vehicle Gate

b. Access Control Reader (NH IS:002 A2 D:2 :##) Hay Barn Pedestrian Gate

c. Access Control Reader (NH IS:002 A2 D:3 :##) American Trail Gate

d. CCTV camera for Hay Barn Vehicle Gate

e. CCTV camera for Hay Barn Pedestrian Gate

F16SOL10044 4 of 18

Sheet Number Description

f. CCTV camera for American Trail Gate

g. Input Point (NZ IS:002 A2 8:1: 1 PF) Hay Barn

h. Input Point (NZ IS:002 A2 8:1: 2 LB) Hay Barn

i. Input Point (NZ IS:002 A2 8:1: 3 TS) Hay Barn

j. Input Point (NZ IS:002 A2 8:1: 4 TS) Hay Barn

k. Input Point (NZ IS:002 A2 8:1: 5 CF) Hay Barn

l. Input Point (NZ IS:002 A2 8:2: 1 PF) American Trail

m. Input Point (NZ IS:002 A2 8:2: 2 LB) American Trail

n. Input Point (NZ IS:002 A2 8:2: 3 TS) American Trail

o. Input Point (NZ IS:002 A2 8:2: 4 TS) American Trail

p. Input Point (NZ IS:002 A2 8:2: 5 CF) American Trail

1 TY 002

Narrative only

Transitions Notes – Replace Note 8 in entirety as provided:

8. When all construction is completed and the new Security Command

Center is operational then the field hardware connections for the security equipment not located in the building will need to be connected to the new field panel (NZ:002) which is now located in the new Security Equipment Room. This equipment includes the following:

a. Access Control Reader (NH IS:002 A2 D:1 :##) Hay Barn Vehicle Gate

b. Access Control Reader (NH IS:002 A2 D:2 :##) Hay Barn Pedestrian Gate

c. Access Control Reader (NH IS:002 A2 D:3 :##) American Trail Gate

d. CCTV camera for Hay Barn Vehicle Gate

e. CCTV camera for Hay Barn Pedestrian Gate

f. CCTV camera for American Trail Gate

g. Input Point (NZ IS:002 A2 8:1: 1 PF) Hay Barn

h. Input Point (NZ IS:002 A2 8:1: 2 LB) Hay Barn

i. Input Point (NZ IS:002 A2 8:1: 3 TS) Hay Barn

j. Input Point (NZ IS:002 A2 8:1: 4 TS) Hay Barn

k. Input Point (NZ IS:002 A2 8:1: 5 CF) Hay Barn

l. Input Point (NZ IS:002 A2 8:2: 1 PF) American Trail

m. Input Point (NZ IS:002 A2 8:2: 2 LB) American Trail

n. Input Point (NZ IS:002 A2 8:2: 3 TS) American Trail

o. Input Point (NZ IS:002 A2 8:2: 4 TS) American Trail

p. Input Point (NZ IS:002 A2 8:2: 5 CF) American Trail

F16SOL10044 5 of 18

Sheet Number Description

1 TY 002

Narrative only

Transitions Notes – Add Note 9 as provided:

Prior to demo of any security equipment from the police station basement equipment room, security contractor must be ensure all active security devices are patched over via active fiber patches to the racks to be protected in place, to include but not limited to wall mounted fiber optic enclosures, cameras, alarm panels etc. Perform PVT and acceptance testing per

280500.10 requirements for the reconnected devices.

1 TY 002

Narrative only

Add Control Room Sequencing/Cut Over Notes:

1. Security Contractor must provide a complete sequencing-cut over plan to include but not limited to down times, schedules and device cut over, to be approved by OPS as part of their pre-project submittal package. Animal buildings will need to be coordinated with OPS and animal programs to minimize impact on animals.

2. New control room must be completed, fully operational and ready to be manned BEFORE anything from the existing control room is disconnected, relocated or moved.

3. Both control rooms will be required to be manned until existing control room has had all required items relocated, moved or disconnected and tested.

4. Security Contractor shall have new panels and electronic security devices fully programmed, ready to accept existing panels and electronic security devices before any existing items are disconnected or moved.

5. Contractor must move 1 item at a time, ensure that each item is programmed, fully functional and tested before moving to the next item. This must be coordinated with OPS to verify. If that cannot be accomplished, security contractor is responsible for paying overtime for Zoo police, or contract guard force to secure the area until area is fully functional.

End of Summary

F16SOL10044 6 of 18

JUNE 3, 2016

FINAL CONSTRUCTION DOCUMENTS-

Addendum, July 1, 2016

SMITHSONIAN FACILITIES

PROJECT #1633109

VOLUME 2 - RESTROOMS

HOT FLUID-APPLIED RUBBERIZED ASPHALT

WATERPROOFING

071413 - 1

SECTION 071413 - HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Rubberized-asphalt waterproofing membrane, reinforced at plaza deck above underground mechanical room.

B. Related Requirements:

1. Section 079200 "Joint Sealants" for joint sealants, joint fillers, and joint preparation.

2. Section 321400 "Unit Paving" for plaza-deck pavers set on setting beds.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review waterproofing requirements, including surface preparation, substrate condition and pretreatment, minimum curing period, forecasted weather conditions, special details and sheet flashings, installation procedures, testing and inspection procedures, and protection and repairs.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product. Include manufacturer's written instructions for evaluating, preparing, and treating substrate, technical data, and tested physical and performance properties of waterproofing.

B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and cracks, sheet flashings, penetrations, inside and outside corners, tie-ins to adjoining waterproofing, and other termination conditions.

1. Include setting drawings showing layout, sizes, sections, profiles, and joint details of pedestal-supported concrete pavers.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer and testing agency.

F16SOL10044 7 of 18

Addendum, July 1, 2016

SMITHSONIAN FACILITIES

071413 - 2

B. Field quality-control reports.

C. Sample Warranties: For special warranties.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: An authorized representative who is trained and approved by manufacturer.

B. Mockups: Install waterproofing to 100 sq. ft. (9.3 sq. m) of deck and wall to demonstrate surface preparation, crack and joint treatment, corner treatment, thickness, texture, and execution quality. Install pavers to demonstrate aesthetic effects, and set quality standards for materials and execution.

1. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.

2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by waterproofing manufacturer.

B. Remove and replace liquid materials that cannot be applied within their stated shelf life.

C. Protect stored materials from direct sunlight.

1.8 FIELD CONDITIONS

A. Weather Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or wet substrate, or when temperature is below zero deg F (minus 18 deg C).

1. Do not apply waterproofing in snow, rain, fog, or mist.

B. Maintain adequate ventilation during application and curing of waterproofing materials.

1.9 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace waterproofing and sheet flashings that do not comply with requirements or that fail to remain watertight within specified warranty period.

1. Warranty includes removing and reinstalling protection board, bituminous setting bed,and unit , pavers on plaza decks.

2. Warranty Period: 10 years from date of Substantial Completion.

F16SOL10044 8 of 18

Addendum, July 1, 2016

SMITHSONIAN FACILITIES

071413 - 3

B. Special Installer's Warranty: Contractor to provide 5-year labor and material warranty to cover all installer workmanship and materials along with the manufacturer’s warranty, excluding 3rd party damage and acts of god. Specified formsigned by Installer, covering Work of this Section, for warranty period of 5 years.

1. Warranty includes removing and reinstalling protection board, bituminous setting bed and unit pavers on plaza deck.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations: Obtain waterproofing materials sheet flashings protection course from single source from single manufacturer.

2.2 WATERPROOFING MEMBRANE

A. Hot Fluid-Applied, Rubberized-Asphalt Waterproofing Membrane: Single component;

100 percent solids; hot fluid-applied, rubberized asphalt.

1. Products: Subject to compliance with requirements, provide one of the following:

a. Carlisle Coatings & Waterproofing Inc; CCW-500R.

b. Henry Company; 790-11.

c. Tremco Incorporated; Tremproof 150.

2.3 AUXILIARY MATERIALS

A. General: Auxiliary materials recommended by waterproofing manufacturer for intended use and compatible with waterproofing.

B. Primer: ASTM D 41/D 41M, asphaltic primer.

C. Elastomeric Sheet: 50-mil- (1.3-mm-) minimum, uncured sheet neoprene with manufacturer's recommended contact adhesives as follows:

1. Tensile Strength: 53 lb/in minimum; ASTM D 882.

2. Elongation: 350 percent minimum; ASTM D 882.

3. Permeance: 0.1 perms; ASTM E96 (B).

4. Pliability: Pass @ -25 degrees F, 1/4" mandrel.

5. Tear Resistance: 125 psi (860 kPa) minimum; ASTM D 624, Die C.

6. Brittleness: Does not break at minus 30 deg F (34 deg C); ASTM D 2137.

7. Puncture Resistance: 200 lbs.; ASTM E154.

D. Metal Termination Bars: Manufacturer's standard, predrilled stainless-steel or aluminum termination bars; approximately 1 by 1/8 inch (25 by 3 mm) thick; with stainless-steel anchors.

E. Sealants and Accessories: Manufacturer's recommended sealants and accessories.

F16SOL10044 9 of 18

Addendum, July 1, 2016

SMITHSONIAN FACILITIES

071413 - 4

F. Protection Course: Heavy-duty modified bitumen protection board consisting of a medium-weight fiberglass matt with a high quality SBS rubber and asphalt blend; Basis of Design is Carlisle CCW Protection Board-HS or equivelent. :

1. Thickness: 1/8 inch (6 mm), nominal.

G. Protection Course: Manufacturer's standard, 80- to 90-mil- (2.0- to 2.3-mm-) thick, fiberglass-reinforced rubberized asphalt or modified bituminous sheet.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

1. Verify that concrete has cured and aged for minimum time period recommended by waterproofing manufacturer.

2. Verify that substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D 4263.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean and prepare substrates according to manufacturer's written instructions. Provide clean, dust-free, and dry substrate for waterproofing application.

B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage and overspray affecting other construction.

C. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids.

D. Remove grease, oil, form-release agents, paints, curing compounds, and other penetrating contaminants or film-forming coatings from concrete.

E. Remove fins, ridges, and other projections, and fill honeycomb, aggregate pockets, and other voids.

3.3 JOINTS, CRACKS, AND TERMINATIONS

A. Prepare and treat substrates to receive waterproofing membrane, including joints and cracks, deck drains, corners, and penetrations according to manufacturer's written instructions.

1. Rout and fill joints and cracks in substrate. Before filling, remove dust and dirt according to ASTM D 4258.

F16SOL10044 10 of 18

Addendum, July 1, 2016

SMITHSONIAN FACILITIES

071413 - 5

2. Adhere strip of elastomeric sheet to substrate in a layer of hot rubberized asphalt. Extend elastomeric sheet a minimum of 6 inches (150 mm) on each side of moving joints and cracks or joints and cracks exceeding 1/8 inch (3 mm) thick, and beyond deck drains and penetrations. Apply second layer of hot fluid-applied, rubberized asphalt over elastomeric sheet.

3. Embed strip of reinforcing fabric into a layer of hot rubberized asphalt. Extend reinforcing fabric a minimum of 6 inches (150 mm) on each side of nonmoving joints and cracks not exceeding 1/8 inch (3 mm) thick, and beyond roof drains and penetrations.

a. Apply second layer of hot fluid-applied, rubberized asphalt over reinforcing fabric.

B. At expansion joints and discontinuous deck-to-wall or deck-to-deck joints, bridge joints with elastomeric sheet extended a minimum of 6 inches (150 mm) on each side of joints and adhere to substrates in a layer of hot rubberized asphalt. Apply second layer of hot fluid-applied, rubberized asphalt over elastomeric sheet.

3.4 FLASHING INSTALLATION

A. Install elastomeric sheets at terminations of waterproofing membrane according to manufacturer's written instructions.

B. Prime substrate with asphalt primer.

C. Install elastomeric sheet and adhere to deck and wall substrates in a layer of hot rubberized asphalt.

D. Extend elastomeric sheet up walls or parapets a minimum of 8 inches (200 mm) above plaza-deck pavers and 6 inches (150 mm) onto deck to be waterproofed.

E. Install termination bars and mechanically fasten to top of elastomeric flashing sheet at terminations and perimeter of waterproofing.

3.5 MEMBRANE APPLICATION

A. Apply primer, at manufacturer's recommended rate, over prepared substrate and allow it to dry.

B. Heat and apply rubberized asphalt according to manufacturer's written instructions.

1. Heat rubberized asphalt in an oil- or air-jacketed melter with mechanical agitator specifically designed for heating rubberized asphalt.

C. Start application with manufacturer's authorized representative present.

D. Reinforced Membrane: Apply hot rubberized asphalt to substrates and adjoining surfaces indicated. Spread to a thickness of 90 mils (2.3 mm); embed reinforcing fabric, overlapping sheets 2 inches (50 mm); spread another 125-mil- (3.2-mm-) thick layer to provide a uniform, reinforced, seamless membrane 215 mils (5.5 mm) thick.

F16SOL10044 11 of 18

Addendum, July 1, 2016

SMITHSONIAN FACILITIES

071413 - 6

E. Apply waterproofing over prepared joints and up wall terminations and vertical surfaces to heights indicated or required by manufacturer.

F. Cover waterproofing with protection course with overlapped joints before membrane is subject to construction or vehicular traffic.

3.6 FIELD QUALITY CONTROL

A. Engage a full-time site representative qualified by waterproofing membrane manufacturer to inspect substrate conditions; surface preparation; and application of membrane, flashings, protection, and drainage components; furnish daily reports to Architect.

1. Site representative shall measure membrane thickness with pin tester or other suitable device at least once for every 100 sq. ft. (10 sq. m) and include measurements in reports.

B. Testing Agency: Engage a qualified testing agency to inspect substrate conditions, surface preparation, waterproofing application, protection, and drainage components, and to furnish reports to Architect.

1. Flood Testing: Flood test each deck area for leaks, according to recommendations in ASTM D 5957, after completing and protecting waterproofing but before overlaying construction is placed. Install temporary containment assemblies, plug or dam drains, and flood with potable water.

Testing agency shall observe flood testing.

a. Flood to an average depth of 2-1/2 inches (65 mm) with a minimum depth of 1 inch (25 mm) and not exceeding a depth of 4 inches (100 mm).

Maintain 2 inches (50 mm) of clearance from top of sheet flashings.

b. Flood each area for 24 hours.

c. After flood testing, repair leaks, repeat flood tests, and make further repairs until waterproofing installation is watertight.

3.7 CLEANING AND PROTECTION

A. Protect waterproofing from damage and wear during remainder of construction period.

B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

END OF SECTION 071413

F16SOL10044 12 of 18

UPPER FLOOR

68' - 0"

21A

F2A

F5

GALVANIZED STL BENT

PLATE - CONTINUOUS

2 1/2"6"8"

COPPER FLASHING

WITH HEMMED EDGE

- CONT CLEAT

ALUMINUM CURTAIN

WALL SYSTEM

2"

11"

FIBERGLASS

THERMAL ISOLATOR

DECORATIVE COPPER

TRIM - CONTINUOUSLY

CLEATED BOTH ENDS

ELECTRIC

PERIMETER HEATER -

PEDESTAL MOUNT

/2

FRT WD BLOCKING - TYP

CONT SEALANT

CONT SEALANT - TYP

CONT 1/4"

SEALANT

FLEXIBLE FLASHING - LAP

OVER AIR BARRIER 4" MIN

5" 7"

AIR BARRIER

CONT CLEAT

A-503

A10

ROOF BEARING

79' - 0"

AIR CURTAIN -

WALL MOUNTED

TO STL ANGLE

STL ANGLE -

INTERMITTENT -

PAINTED - ANCHOR

TO STL BEAM

STL BEAM -

PAINTED

ALIGN

SPRINKLER PIPE

CURTAINWALL

MULLION CAP

EXTENSION - WHERE

OCCURS - SEE

WINDOW SCHEDULE2

1/ 2"

ALUM ENTRANCE

EXIT SIGN - FASTEN

TO UNDERSIDE STL

BEAM - ROUTE

CONDUIT ABOVE

BEAM FLANGE

LIGHT SCONCE ON

1/2" PT WD BLOCKING

- PAINTED BLACK

E Q

E Q

1/

2"

6" X 6" METAL

TRANSOM CLOSURE

BY CURTAINWALL

MANUFACTURER -

FILL CAVITY WITH

MINERAL WOOL

INSULATION

ADA OPERATOR

(WHERE OCCURS)

DASHED

6"

CLIP BY

CURTAINWALL

MANUFACTURER

ROOF BEARING

79' - 0"

INSULATED

SPANDREL PANEL

8" 6"

ALUM BACKPAN -

VENTED - PAINTED

1/ 2"

T Y

P

1/ 2"

T Y

P

ALUM CURTAIN

WALL SYSTEM

CLIP BY

CURTAINWALL

MANUF

UPPER FLOOR

68' - 0"

F2B F2A

12A

CURB

6" 8"

2"

F5

ALIGN

WALK-OFF MAT ON

SOLID SUBSTRATE OF

MULTIPLE FRT MARINE

GRADE PLYWOOD

LAYERS

ALUM ENTRANCE

THERMALLY BROKEN

ALUM THRESHOLD WITH

EXTENSION SET IN A

BED OF SEALANT

TPO MEMBRANE -

LAP OVER

CONCRETE CURB

SST 2"X2" ANGLE

AROUND ENTIRE

PERIMETER OF

WALK-OFF MAT-

FASTEN TO

CONCRETE

UPPER FLOOR

68' - 0"

6" 8"

STL PLATE - GALV

- PAINTED - SEE

STRUCTURAL

3/4" CORK

EXPANSION JOINT

CONT SECONDARY

WEATHER SEAL

ELECTRIC

PERIMETER HEATER

ON PEDESTAL - SEE

MECH

ALUMINUM

CURTAINWALL SYSTEM

- ANCHOR TO STL

PLATE

F5F2B

2"

COPPER FLASHING

WITH HEMMED EDGE -

CONTINUOUS CLEAT

AT EXTERIOR SIDE

FLASHING - LAP

OVER CONCRETE

CURB

CONT PRIMARY

SEALANT AND BACKER

ROD - ENTIRE

PERIMETER - TYP

INTERIOR AIR SEALANT

AND BACK ROD - ENTIRE

PERIMETER - TYP

SEALANT

6"

2"

MEMBRANE 1

UPPER FLOOR

68' - 0"

A

CAVITY DRAINAGE

MESH

WEEP VENT AT 24"

O.C. MAX

GROUT SOLID

23A

21B

22A

8" M

IN

8"

M

IN

AIR BARRIER

FLEXIBLE FLASHING

- LAP OVER COPPER

FLASHING 4" MIN

THRU WALL COPPER

FLASHING WITH

HEMMED EDGE - SEAL

TO STONE

GRADE - VARIES -

SEE CIVIL DWGS

7"

SELF ADHERED

WATERPROOFING

SYSTEM (WITH

DRAINAGE BOARD)

LAP OVER FLEXIBLE

FLASHING 4" MIN

2"

LOWER FLOOR

57' - 0"

25C

SLAB INSULATION -

EXTEND 24" AT

PERIMETER - TYP

DRAINAGE BOARD

ON SELF ADHERED

WATERPROOFING

SYSTEM

COARSE GRAVEL

FILTER FABRIC

F1

FOUNDATION

DRAIN 2'

M

IN

LOWER FLOOR

57' - 0"

C

F1

5" 2 1/2"

5"

PAVERS - SEE

LANDSCAPE DRAWINGS -

SLOPE AWAY FROM

BUILDING

EXPANSION JOINT - SEE

LANDSCAPE DRAWINGS

STONE BASE IN EPOXY

MORTAR SETTING BED

ALUMINUM THRU WALL

FLASHING WITH

HEMMED EDGE BY

METAL PANEL

MANUFACTURER

METAL PANEL WEEP

SELF ADHERED

WATERPROOFING

SYSTEM

1/2" BACKER ROD AND

SEALANT

SEALANT

FLEXIBLE FLASHING -

LAP OVER ALUMINUM

THRU WALL FLASHING 4"

MIN

AIR BARRIER - LAP OVER

FLEXIBLE FLASHING 4"

MIN

FLEXIBLE FLASHING - LAP

OVER SELF ADHERED

WATERPROOFING 4" MIN

UPPER FLOOR

68' - 0"

GALVANIZED STL BENT PLATE -

CONTINUOUS

2 1/2"6"

COPPER FLASHING WITH HEMMED

EDGE - CONT CLEAT - EXTEND TO

PRIMARY SEALANT

ALUMINUM CURTAIN

WALL SYSTEM

DECORATIVE COPPER TRIM -

CONTINUOUS CLEAT

1/

2"

FRT WD BLOCKING - TYP

CONT SEALANT

CONT SECONDARY WEATHER

SEAL

FLEXIBLE FLASHING - LAP

OVER AIR BARRIER 4" MIN

1/2" GAP MAX

CONT PRIMARY SEALANT

AND BACKER ROD - ENTIRE

PERIMETER - TYP

FIBERGLASS THERMAL

ISOLATOR - SEE STRUCTURAL

DRAWINGS

AIR BARRIER

1/ 2"

2" 2"

INTERIOR AIR SEALANT AND BACKER

ROD - ENTIRE PERIMETER - TYP

5 1/2" WIDE T&G

WD DECKING

EXTERIOR INTERIOR

T Y

P

1/

2"

CURTAINWALL

SYSTEM

GLULAM TRUSS

5 1/4" WIDE

WOOD CEILING

1/4" GAP - TYP

T Y

P 1/

8"

T Y

P 1/

8"

1/

4" T

Y P

VARIES

1" 3"

RECESS LIGHT FIXTURE

IN 3-3/8" PAVER FLANGE

BY LIGHT FIXTURE

MANUF- ADJUST O-RING

GASKETING TO MAINTAIN

WATERPROOFING - CORE

INTO CENTER OF PAVER

8" X 8" X 2" DEEP

SQUARE PAVER - SEE

LANDSCAPE DRAWINGS

MK2 MOUNTING PLATE

SYSTEM BY LIGHT

FIXTURE

MANUFACTURER

MEMBRANE WITH

PROTECTION BOARD

CONCRETE SLAB

LIGHT FIXTURE BACK

BOX

8" x 8" SQUARE PAVERS

11 1/2"4 1/2"

BITUMINOUS SETTING

BED

REBAR TO ADJUST

HEIGHT OF BACK BOX

HEXAGONAL PAVER -

SEE LANDSCAPE

DRAWINGS

1/2" SEALANT

7 1/2"

FLASHING - WRAP

BLOCKING AND SLAB

DEPRESSION AT

BACK BOX

5/ 8"

3/

8"

PT WD BLOCKING TO

RETAIN SETTING BED

SEALANT AT CONDUIT

PENETRATION

1"=1"

1" 2"

1/4"=1'-0"

2' 4' 8'

1/8"=1'-0"

4' 8' 16'

1/16"=1'-0"

8' 16' 32'

TRUE NORTH

1"=50'-0"

50' 100'

Smithsonian Facilities 600 Maryland Avenue S.W. Suite 5001

Washington, DC 20024-2520

Smithsonian Institution

KEY PLAN

GRAPHIC SCALE(S)

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STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

PROJECT NORTH

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:1 :4

A M

RENEW POLICE STATION,

REPLACE PUBLIC RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

RESTROOMS - EXTERIOR SECTION

DETAILS

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D O C U M E N

TS

NZP

3001 Connecticut Avenue, NW Washington, DC 20008

NZP

1633109

CHO BENN HOLBACK + ASSOCIATES

100 N. CHARLES ST, BALITMORE, MD 21201

CBH

2A

CBHCBH

5 03

SCALE = 1 1/2" = 1'-0"A-311 A-503

E10 DETAIL - SECTION

SCALE = 1 1/2" = 1'-0"A-103 A-503

J7 DETAIL - SECTION - DOOR HEAD

SCALE = 1 1/2" = 1'-0"A-311 A-503

J10 DETAIL - SECTION - SPANDREL

SCALE = 1 1/2" = 1'-0"A-211 A-503

E7 DETAIL - SECTION - ENTRANCE

SCALE = 3" = 1'-0"A-102 A-503

E4 DETAIL - CW SILL 2

SCALE = 1 1/2" = 1'-0"A-311 A-503

E1 DETAIL - SECTION - THRU WALL

SCALE = 1 1/2" = 1'-0"A-311 A-503

A1 DETAIL - SECTION - FOOTING

SCALE = 3" = 1'-0"A-311 A-503

A7 DETAIL - SECTION - METAL PANEL

3" = 1'-0"A-503

A10 DETAIL - SECTION

1 1/2" = 1'-0"A-503

J4 DETAIL - RCP

1 06/24/16 Addendum 2 07/01/16 Addendum

3" = 1'-0"A-503

J1 DETAIL - SECTION

F16SOL10044 13 of 18 cbrady CBHA - Holback rev2

CONTINUED FROM

SHEET 1E-002

CONTINUED FROM

SHEET 1E-002

CONTINUED FROM

SHEET 1E-002

CONTINUED FROM

SHEET 1E-002

DOWN CONDUCTORS SHALL BE #

1/0 BARE COPPER, STRANDED,

ROUTED IN 1"C DOWN EXTERIOR

OF BUILDING (TYP OF 4)

AIR TERMINAL - COORDINATE

ROUTING OF LIGHTNING

PROTECTION CONDUCTORS

WITH ARCHITECT (TYP)

LIGHTNING PROTECTION NOTES

A. PROVIDE LIGHTNING PROTECTION SYSTEM IN ACCORDANCE WITH NFPA 780, AND UL 96 STANDARDS. THE MASTER LABEL SHALL BE FURNISHED

TO THE OWNER UPON COMPLETION.

B. COPPER LIGHTNING PROTECTION SYSTEM COMPONENTS SHALL NOT BE MOUNTED TO ALUMINUM SURFACES. ALUMINUM COMPONENTS SHALL BE

USED TO AVOID ELECTROLYTIC CORROSION.

C. AIR TERMINALS SHALL BE PLACED 20'-0" MAXIMUM SPACING AROUND THE ROOF PERIMETER OR ALONG ROOF RIDGES AND WITHIN 2'-0" OF

OUTSIDE CORNER EDGE.

D. NOTES AS WRITTEN HEREIN FOR THESE SYSTEMS ARE SCHEMATIC & ARE INTENDED TO INDICATE BASIC SYSTEM DESIGN. CONTRACTOR SHALL VERIFY DIMENSIONS & SITE CONDITIONS & PROVIDE SYSTEM COMPLYING WITH CODE REQUIREMENTS.

E. CONDUCTORS SHALL MAINTAIN A HORIZONTAL OR DOWNWARD COURSE, FREE FROM "U" OR "V" (DOWN AND UP) POCKETS.

F. NO BEND OF A CONDUCTOR SHALL FORM AN ANGLE OF LESS THAN 90° NOR SHALL HAVE A RADIUS OF BEND LESS THAN 8 INCHES.

G. JOB SITE CONDITIONS MAY REQUIRE ALTERATIONS IN AIR TERMINAL, DOWN CONDUCTORS, AND GROUND ROD LOCATIONS.

H. ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED HORIZONTALLY AND VERTICALLY NOT MORE THAN 3'-0" O.C. MAXIMUM SPACING.

COORDINATE FASTENING OF CONDUCTORS WITH ROOFING CONTRACTOR.

I. METALLIC BODIES OF INDUCTANCE SITUATED WITHIN 6'-0" OF LIGHTNING CONDUCTOR OR ANOTHER BONDED METAL BODY SHALL BE

INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM, UNLESS INHERENTLY GROUNDED (I.E. ROOF DRAINS, SMALL ROOF VENTS, FLASHING, ETC.).

J. BOND TO ALL METAL BODIES OF CONDUCTANCE WITHIN 6'-0" OF THE MAIN LIGHTNING CONDUCTOR SUCH AS EXHAUST FANS, LARGE ROOF VENTS, HVAC UNITS, LADDERS, RAILING, ANTENNAS, METAL STACKS AND ANY OTHER LARGE METAL BODY WHOSE HEIGHT EXCEEDS THAT OF THE AIR

TERMINAL IN USE, UNLESS PROTECTED BY HIGHER ROOF ELEVATIONS.

K. CONNECTIONS TO GROUND ROD SHALL BE MADE AT A POINT NOT LESS THAN 1'-0" BELOW FINISHED GRADE AND 2'-0" AWAY FROM FOUNDATION

WALL.

L. BOND TO DOMESTIC & FIRE WATER LINES.

M. DOWN CONDUCTORS SHALL BE #1/0 BARE COPPER, STRANDED, ROUTED IN 1"C DOWN EXTERIOR OF BUILDING.

N. ADDITIONAL LIGHTNING PROTECTION DETAILS WILL BE PROVIDED WITH FORTHCOMING ADDENDUM.

2" WIDE COPPER STRAP

COPPER CONDUCTOR (CONNECT TO

BUILDING GROUNDING BAR)

ALUMINUM BASE

PRESSURE-TYPE CABLE CONNECTOR

LIGHTNING PROTECTION CONDUCTOR

1/2" X1/2" ALUMINUM

AIR TERMINAL

NOTE: ADHESIVE COMPOUND SHALL BE

PROVIDED BY OTHERS - ELECTRICAL

CONTRACTOR SHALL COORDINATE. THE

ADHESIVE COMPOUND SHALL BE

COMPATIBLE WITH THE ROOFING SYSTEM.

SYMBOL:

M

BONDING PLATE

LIGHTNING

PROTECTION

CONDUCTOR

CABLE CONNECTOR

LIGHTNING PROTECTION

CONDUCTOR

LIGHTNING PROTECTION

CONDUCTOR

LIGHTNING PROTECTION

CONDUCTOR

CROSSOVER CABLE

CONNECTOR

1/8"=1'-0"

4' 8' 16' pãáíÜëçåá~å=c~ÅáäáíáÉë SMM=j~êóä~åÇ=^îÉåìÉ=pKtK=pìáíÉ=RMMN t~ëÜáåÖíçåI=a`=OMMOQJOROM pãáíÜëçåá~å fåëíáíìíáçå

KEY PLAN

GRAPHIC SCALE(S)

A

1 2 3 4 5 6 7 8 9 10 11 12

B

C

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E

F

G

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1 2 3 4 5 6 7 8 9 10 11 12

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ADDRESS

BUILDING NAME

OFEO PROJECT NUMBER

DRAWING TITLE

DRAWING TYPE

WORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

clo `lkpqor`qflk

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:3 :5

P M obkbt=mlif`b=pq^qflkI obmi^`b=mr_if`=obpqolljp

^ka=m^sfiflkI=^ka=bib`qof`^i pr_pq^qflk

POLICE

LIGHTNING PROTECTION PLAN

21445

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AND ELECTRICAL SUBSTATION

05/27/16 FINAL CONSTRUCTION DOCUMENTS

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C O N S T R U C T

IO

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D O C U M E N T S

NZP

3001 Connecticut Avenue, NW Washington, DC kwm

1633109

CHO BENN HOLBACK + ASSOCIATES

100N. CHARLES ST, BALTIMORE, MD 21201

MUELLER ASSOCIATES

1306 CONCOURSE DRIVE,

SUITE 100

LINTHICUM, MD 21090

DMvB

1E

KHRDMvB

3 01

1/8" = 1'-0"1E-301

1 ROOF PLAN - LIGHTNING PROTECTION

1/8" = 1'-0"1E-301

2 DETAIL - WATER LINE BONDING STRAP

1/8" = 1'-0"1E-301

3 DETAIL - AIR TERMINAL BASE

1/8" = 1'-0"1E-301

4 DETAIL - BONDING PLATE

1/8" = 1'-0"1E-301

5 DETAIL - CABLE CONNECTION

1/8" = 1'-0"1E-301

6 DETAIL - CROSSOVER CABLE CONNECTOR

1 06/24/16 Addendum

2 07/01/16 Addendum

STAMP

CHO BENN HOLBACK + ASSOCIATES

100N. CHARLES ST, BALTIMORE, MD 21201

MUELLER ASSOCIATES

1306 CONCOURSE DRIVE,

SUITE 100

LINTHICUM, MD 21090

F16SOL10044 14 of 18 pãáíÜëçåá~å=c~ÅáäáíáÉë SMM=j~êóä~åÇ=^îÉåìÉ=pKtK=pìáíÉ=RMMN t~ëÜáåÖíçåI=a`=OMMOQJOROM pãáíÜëçåá~å fåëíáíìíáçå

GRAPHIC SCALE(S)

A

1 2 3 4 5 6 7 8 9 10 11 12

B

C

D

E

F

G

H

J

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1 2 3 4 5 6 7 8 9 10 11 12

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PROJECT TITLE

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OFEO PROJECT NUMBER

DRAWING TITLE

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WORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

clo `lkpqor`qflk

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:3 :5

P M obkbt=mlif`b=pq^qflkI obmi^`b=mr_if`=obpqolljp

^ka=m^sfiflkI=^ka=bib`qof`^i pr_pq^qflk

POLICE

PANELBOARD SCHEDULES

21445

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AND ELECTRICAL SUBSTATION

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E

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A p p ro v e r

F

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C O N S T R U C T

IO

N

D O C U M E N T S

NZP

3001 Connecticut Avenue, NW Washington, DC kwm

1633109

CHO BENN HOLBACK + ASSOCIATES

100N. CHARLES ST, BALTIMORE, MD 21201

MUELLER ASSOCIATES

1306 CONCOURSE DRIVE,

SUITE 100

LINTHICUM, MD 21090

DMvB

1E

KHRDMvB

8 03

TOTAL DEMAND: 225.5 kVA 271.2 A

TOTAL CONNECTED: 262.9 kVA 316.2 A

TOTAL: PHASE A: 87.3 PHASE B: 84.5 PHASE C: 88.5

53 8.0 15.8 54

51 8.0 15.1 52

DWH-1 - MECHANICAL 107 3 45

8.0 14.7

90 3 PANEL RP1SB (VIA XFMR TP1SB)

47 0.9 27.8 48

45 0.9 24.0 46

P-HHW-2 - MECHANICAL 107 3 15

0.9 26.9

150 3 PANEL RP1SA (VIA XFMR TP1SA)

41 0.9 0.0 -- -- SPACE 42

39 0.9 0.0 -- -- SPACE 40

P-HHW-1 - MECHANICAL 107 3 15

0.9 0.0 -- -- SPACE 38

35 0.6 0.3 36

33 0.6 0.3 34

AC-2 - SEC/DATA EQUIP 109 3 20

0.6 0.3

15 3 F-EF-2 - VEHICLE STORAGE 132

29 3.7 0.9 30

27 3.7 0.9 28

AC-1 - SEC/DATA EQUIP 109 3 20

3.7 0.9

15 3 F-EF-1 - MECHANICAL 107

23 0.3 18.6 24

21 0.3 18.6 22

CONDENSATE RETURN UNIT - MECHANICAL 107 3 15

0.3 18.6

90 3 ACCU-AHU-1 - MECHANICAL 107

17 SPARE 1 20 0.0 2.0 18

15 SPARE 1 20 0.0 2.0 16

13 SPARE 1 20 0.0 2.0

15 3 ACCU-2 - MECHANICAL 107

11 SPARE 1 20 0.0 2.0 12

9 SPARE 1 20 0.0 2.0 10

7 SPARE 1 20 0.0 2.0

15 3 ACCU-1 - MECHANICAL 107

5 LIGHTING - UPPER FLOOR NORTH 1 20 1.3 5.6 6

3 LIGHTING - UPPER FLOOR SOUTH 1 20 1.7 5.6 4

1 LIGHTING - LOWER LEVEL 1 20 2.0 5.6

40 3 F-SA-1 - MECHANICAL 107

# P TA A B C A B C TA P #

CKT ITEM SERVED ITEM SERVED CKT

CB LOAD (kVA) CB

LOCATION: MECHANICAL 107 NOTES:

ENCLOSURE: NEMA 1 MOUNTING: SURFACE FED FROM: ATS2

MIN AIC: 35,000 VOLTS: 480Y/277V PHASES: 3 WIRES: 4

PANELBOARD: HP1S BUS RATING: 400 A MAIN: 400A MCB

TOTAL DEMAND: 66.2 kVA 183.7 A

TOTAL CONNECTED: 81.3 kVA 225.6 A

TOTAL: PHASE A: 27.9 PHASE B: 25.0 PHASE C: 28.4

65 1.0 0.0 66

LION/TIGER KIOSK 2 20

1.0 0.0 64

61 SPACE -- -- 0.0 0.0

30 3 SURGE PROTECTIVE DEVICE

59 SPARE 1 20 0.0 9.6 60

57 SPARE 1 20 0.0 9.9 58

55 SPARE 1 20 0.0 9.7

100 3 PANEL RP2S

53 GENERATOR LIGHTS 1 20 0.4 0.0 -- -- SPACE 54

51 GENERATOR RECEPTACLES 1 20 0.4 0.0 -- -- SPACE 52

49 GENERATOR ALTERNATOR HEATER 1 20 0.4 2.6 50

47 GENERATOR BATTERY CHARGER 1 20 0.4 2.6

45 2 ACCU-4

45 GENERATOR JACKET WATER HEATER 1 20 0.4 2.6 46

43 EXTERIOR RECEPT 1 20 0.5 2.6

45 2 ACCU-3

41 ELEVATOR CAB LIGHTS 1 20 0.4 3.8 42

39 POWER - BREAK ROOM 101 1 20 0.8 3.8

50 2 EUH-2 - VEHICLE STORAGE 132

37 MICROWAVE - BREAK ROOM 101 1 20 0.5 3.8 38

35 VENDING - BREAK ROOM 101 1 20 1.2 3.8

50 2 EUH-1 - VEHICLE STORAGE 132

33 VENDING - BREAK ROOM 101 1 20 0.2 0.1 34

31 REFRIGERATOR - BREAK ROOM 101 1 20 1.0 0.1

15 2 AC-3 - OCIO CLOSET 110

29 RECEPT - BREAK ROOM 101 1 20 0.5 0.1 30

27 RECEPT - OFFICER WORKSTATIONS 102 1 20 1.4 0.1

15 2 AC-4 - ELEVATOR MACHINE ROOM 116

25 HAND DRYER - TOILET 108B 1 20 1.4 0.5 20 1 ATC PANEL - MECHANICAL 107 26

23 RECEPT - LOCKER ROOMS, TOILET 1 20 1.1 0.8 20 1 P-PHC-1 - MECHANICAL 107 24

21 RECEPT - ARMORY 114, EVIDENCE 115 1 20 0.5 0.5 20 1 AHU-1 LTS & RECEPTS - MECHANICAL 107 22

19 RECEPT - MECHANICAL 107 1 20 0.5 0.5 20 1 IRRIGATION SYSTEM CONTROLLER 20

17 COUNTER RECEPT - CONTROL ROOM 108 1 20 0.4 0.0 20 1 PUH-1 18

15 COUNTER RECEPT - CONTROL ROOM 108 1 20 0.5 0.8 20 1 P-ELEV-1 16

13 REFRIGERATOR - CONTROL ROOM 108 1 20 1.3 0.8 20 1 P-DWHR-1 14

11 RECEPT - CORRIDORS 1 20 0.9 0.5 20 1 TRAP PRIMING PANEL - MECHANICAL 107 12

9 CORD REELS - VEHICLE STORAGE 132 1 20 0.9 0.0 20 1 CUH-5 - STAIRS 130A 10

7 CORD REELS - VEHICLE STORAGE 132 1 20 0.5 0.0 20 1 CUH-4 - OPS CORRIDOR 100 8

5 RECEPT - VEHICLE STORAGE 132 1 20 1.1 0.0 20 1 CUH-2 - VESTIBULE 130 6

3 RECEPT - VEHICLE STORAGE 132 1 20 1.1 0.0 20 1 CUH-3 - VESTIBULE 230 4

1 RECEPT - VEHICLE STORAGE 132 1 20 1.1 0.0 20 1 CUH-1 - MECH VESTIBULE 107B 2

# P TA A B C A B C TA P #

CKT ITEM SERVED ITEM SERVED CKT

CB LOAD (kVA) CB

LOCATION: MECHANICAL 107 NOTES: PROVIDE INTEGRAL SURGE PROTECTIVE DEVICE

ENCLOSURE: NEMA 1 MOUNTING: SURFACE FED FROM: TP1SA

MIN AIC: 10,000 VOLTS: 208Y/120V PHASES: 3 WIRES: 4

PANELBOARD: RP1SA BUS RATING: 225 A MAIN: 225A MCB

TOTAL DEMAND: 28.3 kVA 78.5 A

TOTAL CONNECTED: 45.6 kVA 126.5 A

TOTAL: PHASE A: 14.7 PHASE B: 15.1 PHASE C: 15.8

65 0.0 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 66

63 0.0 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 64

SURGE PROTECTIVE DEVICE 3 30

0.0 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 62

59 SPACE -- -- 0.0 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 60

57 SPACE -- -- 0.0 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 58

55 SPACE -- -- 0.0 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 56

53 1.1 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 54

L6-30R RECEPT - OCIO CLOSET 110 2 30

1.1 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 52

49 1.1 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 50

L6-30R RECEPT - OCIO CLOSET 110 2 30

1.1 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 48

45 0.8 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 46

L6-20R RECEPT - OCIO CLOSET 110 2 20

0.8 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 44

41 0.8 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 42

L6-20R RECEPT - OCIO CLOSET 110 2 20

0.8 1.5 30 1 EQUIP RACK - SEC DATA / EQUIP 109 40

37 0.8 0.5 20 1 RECEPT - SEC DATA / EQUIP 109 38

L6-20R RECEPT - OCIO CLOSET 110 2 20

0.8 0.5 20 1 RECEPT - SEC DATA / EQUIP 109 36

33 0.8 0.4 20 1 RECEPT - SEC DATA / EQUIP 109 34

L6-20R RECEPT - OCIO CLOSET 110 2 20

0.8 0.5 20 1 ACCESS CONTROL PANEL - SEC DATA / EQUIP 109 32

29 SPARE 1 20 0.0 0.0 20 1 SPARE 30

27 SPARE 1 20 0.0 0.0 20 1 SPARE 28

25 SPARE 1 20 0.0 0.0 20 1 SPARE 26

23 SPARE 1 20 0.0 0.0 20 1 SPARE 24

21 SPARE 1 20 0.0 0.0 20 1 SPARE 22

19 SPARE 1 20 0.0 0.5 20 1 GENERATOR STATUS PANEL - CONTROL ROOM 108 20

17 QUAD RECEPT - OCIO CLOSET 110 1 20 0.4 0.8 20 1 CONSOLE RECEPT - CONTROL ROOM 108 18

15 QUAD RECEPT - OCIO CLOSET 110 1 20 0.4 0.8 20 1 CONSOLE RECEPT - CONTROL ROOM 108 16

13 RECEPT - OCIO CLOSET 110 1 20 0.5 0.5 20 1 RECEPT - CONTROL ROOM 108 14

11 EQUIP RACK - OCIO CLOSET 110 1 20 1.0 0.5 20 1 RECEPT - CONTROL ROOM 108 12

9 EQUIP RACK - OCIO CLOSET 110 1 20 1.0 0.4 20 1 RECEPT - CONTROL ROOM 108 10

7 EQUIP RACK - OCIO CLOSET 110 1 20 1.0 0.4 20 1 RECEPT - CONTROL ROOM 108 8

5 EQUIP RACK - OCIO CLOSET 110 1 20 1.0 0.4 20 1 RECEPT - CONTROL ROOM 108 6

3 EQUIP RACK - OCIO CLOSET 110 1 20 1.0 0.4 20 1 RECEPT - CONTROL ROOM 108 4

1 EQUIP RACK - OCIO CLOSET 110 1 20 1.0 0.4 20 1 RECEPT - CONTROL ROOM 108 2

# P TA A B C A B C TA P #

CKT ITEM SERVED ITEM SERVED CKT

CB LOAD (kVA) CB

LOCATION: SEC DATA / EQUIP 109 NOTES: PROVIDE 200% NEUTRAL BUS AND INTEGRAL SURGE PROTECTIVE DEVICE IN SINGLE ENCLOSURE

ENCLOSURE: NEMA 1 MOUNTING: SURFACE FED FROM: TP1SB

MIN AIC: 10,000 VOLTS: 208Y/120V PHASES: 3 WIRES: 4

PANELBOARD: RP1SB BUS RATING: 225 A MAIN: 150A MCB

TOTAL DEMAND: 21.7 kVA 60.3 A

TOTAL CONNECTED: 29.2 kVA 81.1 A

TOTAL: PHASE A: 9.7 PHASE B: 9.9 PHASE C: 9.6

53 SPARE 1 20 0.0 0.0 54

51 SPARE 1 20 0.0 0.0 52

49 SPARE 1 20 0.0 0.0

30 3 SURGE PROTECTIVE DEVICE

47 HAND DRYER - TOILET 214 1 20 1.4 0.0 20 1 SPARE 48

45 HAND DRYER - TOILET 213 1 20 1.4 0.0 20 1 SPARE 46

43 TELEVISION - NZPP TRAINING ROOM 211 1 20 0.6 0.0 20 1 SPARE 44

41 TELEVISION - ROLL CALL 224 1 20 0.6 0.0 20 1 SPARE 42

39 EWC - CORRIDOR 210 1 20 0.6 0.0 20 1 PUH-3 - SGT WORKSTATIONS 223 40

37 RECEPT - RECEPTION 201 1 20 0.7 0.0 20 1 PUH-2 - JANITOR 212 38

35 RECEPT - RECEPTION 201 1 20 0.9 0.5 20 1 COPIER - WORKSTATIONS 202 36

33 RECEPT - EXAM 2 207 1 20 0.4 0.7 20 1 RECEPT - WORKSTATIONS 202 34

31 AUDITORY CHAMBER - EXAM 2 207 1 20 0.2 0.7 20 1 RECEPT - WORKSTATIONS 202 32

29 COUNTER RECEPT - EXAM 2 207 1 20 0.5 0.5 20 1 MICROWAVE - BREAK ROOM 208 30

27 BED RECEPT - EXAM 2 207 1 20 0.9 0.4 20 1 COUNTER RECEPT - BREAK ROOM 208 28

25 HAND DRYER - TOILET 203 1 20 1.4 1.0 20 1 REFRIGERATOR - BREAK ROOM 208 26

23 RECEPT - TOILETS 1 20 0.5 0.5 20 1 COUNTER RECEPT - EXAM 1 205 24

21 RECEPT - SGT. WORKSTATIONS 223 1 20 0.7 0.9 20 1 BED RECEPT - EXAM 1 205 22

19 RECEPT - SGT. WORKSTATIONS 223 1 20 0.7 0.4 20 1 RECEPT - EXAM 1 205, EXAM 3 / SPEC LAB 209 20

17 RECEPT - ROLL CALL 224 1 20 0.7 0.5 20 1 ICE MAKER - EXAM 3 / SPEC LAB 209 18

15 RECEPT - ROLL CALL 224 1 20 0.7 0.5 20 1 U/C REFRIGERATOR - EXAM 3 / SPEC LAB 209 16

13 RECEPT - LIEUTENANT'S OFFICE 215 1 20 0.7 0.5 20 1 COUNTER RECEPT - EXAM 3 / SPEC LAB 209 14

11 RECEPT - ASST. CHIEF'S OFFICE 216 1 20 0.7 0.9 20 1 BED RECEPT - EXAM 3 / SPEC LAB 209 12

9 RECEPT - CORRIDORS 1 20 0.7 0.4 20 1 RECEPT - NZPP TRAINING ROOM 211 10

7 RECEPT - ID OFFICE 220 1 20 0.7 0.5 20 1 RECEPT - NZPP TRAINING ROOM 211 8

5 RECEPT - SUPERVISOR'S OFFICE 219 1 20 0.7 0.5 20 1 RECEPT - NZPP TRAINING ROOM 211 6

3 RECEPT - SPACE 112 1 20 0.7 1.0 20 1 MEDICAL REFRIGERATOR - OHS SUITE 204 4

1 RECEPT - CHIEF'S OFFICE 217 1 20 0.7 0.7 20 1 RECEPT - CORRIDORS 2

# P TA A B C A B C TA P #

CKT ITEM SERVED ITEM SERVED CKT

CB LOAD (kVA) CB

LOCATION: NOTES: PROVIDE INTEGRAL SURGE PROTECTIVE DEVICE, SINGLE ENCLOSURE

ENCLOSURE: NEMA 1 MOUNTING: SURFACE FED FROM: RP1SA

MIN AIC: 10,000 VOLTS: 208Y/120V PHASES: 3 WIRES: 4

PANELBOARD: RP2S BUS RATING: 100 A MAIN: MLO

2 07/01/16 Addendum

STAMP

CHO BENN HOLBACK + ASSOCIATES

100N. CHARLES ST, BALTIMORE, MD 21201

MUELLER ASSOCIATES

1306 CONCOURSE DRIVE,

SUITE 100

LINTHICUM, MD 21090

F16SOL10044 15 of 18

MEP

VEST.

FAMILY

VEST.

MEN'S

WOMEN'S

MEP

CUST.

CUST.

MECH /

ELEC

IT ROOM

103A

3 5

A

B

C

72 4 6

A.9

AV ROOM

103C

VESTIBULE

103DSEC

CLOSET

103B

4"ø

4"ø

1 1/2"ø

/2 "ø

2AV-101

F

2AV-5012AV-101

/2 "ø

1 1/2"ø

E

2AV-5012AV-101

C

AV ROOM

103C

SEC

CLOSET

103B

12"x2"ø

LT

12"x4"ø

LT

2AV-501

A

4"ø

12"x4"ø

LT

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

1'1'1'1' 2'2'2'2' 4'4'4'4'

TRUE NORTH

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

4'4'4'4' 8'8'8'8' 16'16'16'16'

Smithsonian Facilities 600 Maryland Avenue S.W. Suite 5001

Washington, DC 20024-2520

Smithsonian Institution

GRAPHIC SCALE(S)GRAPHIC SCALE(S)GRAPHIC SCALE(S)GRAPHIC SCALE(S)

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212

BBBB

CCCC

DDDD

EEEE

FFFF

GGGG

HHHH

JJJJ

KKKK

LLLL

MMMM

1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212

AAAA

BBBB

CCCC

DDDD

EEEE

FFFF

GGGG

HHHH

JJJJ

KKKK

LLLL

MMMM

SHEET NO.SHEET NO.SHEET NO.SHEET NO.

OFOFOFOF

PROJECT TITLEPROJECT TITLEPROJECT TITLEPROJECT TITLE

A/E PROJECT NUMBERA/E PROJECT NUMBERA/E PROJECT NUMBERA/E PROJECT NUMBER

ADDRESSADDRESSADDRESSADDRESS

BUILDING NAMEBUILDING NAMEBUILDING NAMEBUILDING NAME

OFEO PROJECT NUMBEROFEO PROJECT NUMBEROFEO PROJECT NUMBEROFEO PROJECT NUMBER

DRAWING TITLEDRAWING TITLEDRAWING TITLEDRAWING TITLE

DRAWING TYPEDRAWING TYPEDRAWING TYPEDRAWING TYPE

WORKING STAFFWORKING STAFFWORKING STAFFWORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

PROJECT NORTH

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

RENEW POLICE STATION,

REPLACE PUBLIC

RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

:5 :3

P M

:5 :3

P M

:5 :3

P M

:5 :3

P M RESTROOMS - LOWER LEVEL FLOORRESTROOMS - LOWER LEVEL FLOORRESTROOMS - LOWER LEVEL FLOORRESTROOMS - LOWER LEVEL FLOOR

PLANPLANPLANPLAN

21445214452144521445

FPFPFPFP

315315315315 319319319319

RENEW POLICE STATION, REPLACERENEW POLICE STATION, REPLACERENEW POLICE STATION, REPLACERENEW POLICE STATION, REPLACE PUBLIC RESTROOMS AND PAVILION,PUBLIC RESTROOMS AND PAVILION,PUBLIC RESTROOMS AND PAVILION,PUBLIC RESTROOMS AND PAVILION, AND ELECTRICAL SUBSTATIONAND ELECTRICAL SUBSTATIONAND ELECTRICAL SUBSTATIONAND ELECTRICAL SUBSTATION

06/03/1606/03/1606/03/1606/03/16 FINAL CONSTRUCTION DOCUMENTSFINAL CONSTRUCTION DOCUMENTSFINAL CONSTRUCTION DOCUMENTSFINAL CONSTRUCTION DOCUMENTS

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

NZPNZPNZPNZP

3001 Connecticut Avenue, NW3001 Connecticut Avenue, NW3001 Connecticut Avenue, NW3001 Connecticut Avenue, NW Washington, DC 20008Washington, DC 20008Washington, DC 20008Washington, DC 20008

NZP

1633109163310916331091633109

GHD, INC.GHD, INC.GHD, INC.GHD, INC.

14858 Avion Pkwy Ste 15014858 Avion Pkwy Ste 15014858 Avion Pkwy Ste 15014858 Avion Pkwy Ste 150

Chantilly, Virginia 20151Chantilly, Virginia 20151Chantilly, Virginia 20151Chantilly, Virginia 20151

ACJACJACJACJ

2AV2AV2AV2AV

VLWVLWVLWVLWVLWVLWVLWVLW

1111 01010101

SHEET NOTES

KEYNOTES

1 TELECOM GROUND BUS 18" AFF.

2 PROVIDE (3) 18"x18x12" PULL BOXES AT CEILING

LEVEL.

3 2" SLEEVE WITH 1 1/2" EMT CONDUIT WITHIN WALL

FURRING FOR SMART TV'S.

4 6" POKE THRU TO RECESSED FLOOR BOX IN SLAB

FOR LECTERN LOCATION.

5 1900 BOX IN WALL 18"AFF FOR MICROPHONE AND

AUDIO INPUT + FACEPLATE

6 1900 BOX IN WALL 54" AFF FOR WALL MOUNTED A/V

CONTROL BOX.

7 12"X2" LADDER TRAY 6" ABOVE NEW CABINET.

8 2" SLEEVE WITH 1 1/2" EMT CONDUIT FOR

SPEAKERS. ROUTE TO STEEL BEAM AT "ROOF

BEARING" LEVEL WITH CONCEALED CONDUIT

BEHIND STEEL BEAM. SEE DETAIL E/2AV501.

SCALE = 1/8" = 1'-0"2AV-101

1 LOWER LEVEL - AUDIO VISUAL - CONDUIT

1. REFER TO SHEET 2AV 102 FOR AV DEVICE

LOCATIONS.

SCALE = 1/2" = 1'-0"2AV-101

2 ENLARGED PLAN A/V ROOM 103C

2 07/01/16 Addendum

F16SOL10044 16 of 18

JB

F

JB

F

72"

LCD

L C D

72"

LCD

72"

LCD

L C D

72"

LCD C

S

C S

C S

W S

W S

W S

C S

W S

WOMEN'S

LOUNGE

MEN'S

SERVICE /

STAGING

EVENT

SPACE

JAN

1 2

3 5

A

B

C

72 4 6

A.9

C

2AV-5012AV-102

2AV-501

B

2AV-501

B

5 8

F

2AV-5012AV-101 1 1/2"ø

E

2AV-5012AV-101

2 9

2 9 2 914

EVENT

SPACE

LOUNGE

WOMEN'S

MEN'S

SERVICE /

STAGING

3 5

A

B

C

72 4 6

A.9

JAN

VESTIBULE

C

2AV-5012AV-102

2AV-501

D

2AV-501

D

2AV-501

D

2AV-501

D

3 8

F

2AV-5012AV-101

E

2AV-5012AV-101

TRUE NORTH

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

4'4'4'4' 8'8'8'8' 16'16'16'16'

Smithsonian Facilities 600 Maryland Avenue S.W. Suite 5001

Washington, DC 20024-2520

Smithsonian Institution

KEY PLAN

GRAPHIC SCALE(S)GRAPHIC SCALE(S)GRAPHIC SCALE(S)GRAPHIC SCALE(S)

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212

BBBB

CCCC

DDDD

EEEE

FFFF

GGGG

HHHH

JJJJ

KKKK

LLLL

MMMM

1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212

AAAA

BBBB

CCCC

DDDD

EEEE

FFFF

GGGG

HHHH

JJJJ

KKKK

LLLL

MMMM

SHEET NO.SHEET NO.SHEET NO.SHEET NO.

OFOFOFOF

PROJECT TITLEPROJECT TITLEPROJECT TITLEPROJECT TITLE

A/E PROJECT NUMBERA/E PROJECT NUMBERA/E PROJECT NUMBERA/E PROJECT NUMBER

ADDRESSADDRESSADDRESSADDRESS

BUILDING NAMEBUILDING NAMEBUILDING NAMEBUILDING NAME

OFEO PROJECT NUMBEROFEO PROJECT NUMBEROFEO PROJECT NUMBEROFEO PROJECT NUMBER

DRAWING TITLEDRAWING TITLEDRAWING TITLEDRAWING TITLE

DRAWING TYPEDRAWING TYPEDRAWING TYPEDRAWING TYPE

WORKING STAFFWORKING STAFFWORKING STAFFWORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

PROJECT NORTH

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

RENEW POLICE STATION,

REPLACE PUBLIC

RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

:5 :4

P M

:5 :4

P M

:5 :4

P M

:5 :4

P M RESTROOMS - UPPER LEVEL FLOORRESTROOMS - UPPER LEVEL FLOORRESTROOMS - UPPER LEVEL FLOORRESTROOMS - UPPER LEVEL FLOOR

PLANPLANPLANPLAN

21445214452144521445

FPFPFPFP

316316316316 319319319319

RENEW POLICE STATION, REPLACERENEW POLICE STATION, REPLACERENEW POLICE STATION, REPLACERENEW POLICE STATION, REPLACE PUBLIC RESTROOMS AND PAVILION,PUBLIC RESTROOMS AND PAVILION,PUBLIC RESTROOMS AND PAVILION,PUBLIC RESTROOMS AND PAVILION, AND ELECTRICAL SUBSTATIONAND ELECTRICAL SUBSTATIONAND ELECTRICAL SUBSTATIONAND ELECTRICAL SUBSTATION

06/03/1606/03/1606/03/1606/03/16 FINAL CONSTRUCTION DOCUMENTSFINAL CONSTRUCTION DOCUMENTSFINAL CONSTRUCTION DOCUMENTSFINAL CONSTRUCTION DOCUMENTS

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

A V

B Y

A p p ro v e r

F

IN

A L

C O N S T R U C T

IO

N

D O C U M E N T S

NZPNZPNZPNZP

3001 Connecticut Avenue, NW3001 Connecticut Avenue, NW3001 Connecticut Avenue, NW3001 Connecticut Avenue, NW Washington, DC 20008Washington, DC 20008Washington, DC 20008Washington, DC 20008

NZP

1633109163310916331091633109

GHD, INC.GHD, INC.GHD, INC.GHD, INC.

14858 Avion Pkwy Ste 15014858 Avion Pkwy Ste 15014858 Avion Pkwy Ste 15014858 Avion Pkwy Ste 150

Chantilly, Virginia 20151Chantilly, Virginia 20151Chantilly, Virginia 20151Chantilly, Virginia 20151

ACJACJACJACJ

2AV2AV2AV2AV

VLWVLWVLWVLWVLWVLWVLWVLW

1111 02020202

SHEET NOTES

KEYNOTES

1 RECESSED FLOOR BOX IN SLAB FLUSH MOUNT FOR

LECTERN AND A/V INPUTS.

2 1900 BOX IN WALL FOR SPEAKER.

3 1900 BOX IN WALL FOR 90" LCD 4K SMART TV.

4 PROVIDE (1) 1900 BOX 18" AFF AND (1) 1900 BOX

BEHIND 90" TV CONNECT BOTH 1900 BOXES WITH 1"

EMT CONDUIT INSIDE WALL FOR USB TO USB

CONNECTION. RUN WIRING WITHIN EXPOSED

WIREMOLD, SEE ARCHITECTURAL DRAWINGS FOR

LOCATION.

5…