F16SOL10044_amendment5.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

163310906/10/2016000005

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:

Amendment #5

The proposal due date has been extended from July 18, 2016 to July 21, 2016 proposals due at 3:00pm

Attached and incorporated into this solicitation are the 14 pages attached

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 Amendment 000005 - 07/14/2016 - Page 1 of 15

Renewal of the Police Station and Replacement of the Public Restrooms, Pavilion and Site Utilities Solicitation Number: F16SOL10044 ‐ BID AMENDMENT 05 DATED 07/13/16

ITEM QUESTION ANSWER

Questions 001 – 103 see Bid Amendment #04

104 This project includes a lot of operational security infrastructure to be “re‐routed” from one security location to another without incurring downtime

The point numbers are on three (3) RS485 to fiber modules.

105 There are no drawings of existing equipment, or of the existing security control center

Information will be provided for coordination only after contract award.

106 We would likely need a lot of fiber media converters to be used temporarily while the new Security Control Center is completed

The point numbers are on three (3) RS485 to fiber modules.

107 No information about the fiber plant which would probably be used to “re‐route” the security circuits is included

There are 144 strands of existing MM fiber between the Police Station and Lion & Tiger. Refer to drawing 2TN0.02.

108 It appears that there is/are a missing document(s) or drawing set(s) ‐ Where is says “Replace note 1...” , there is no note 1

Revised drawing 1TY002 with bubbled changes was included as part of Amendment 1 via the Dropbox link posted in the FedBizOpps solicitation. Additional “narrative only” revisions to 1TY002 were included in Amendment 3.

109 It appears that there is/are a missing document(s) or drawing set(s) ‐ Where is says “Replace note 8…” there is no note

Amendment 1 via the Dropbox link posted in the FedBizOpps solicitation.

Additional “narrative only” revisions to 1TY002 were included in Amendment 3.

110 It appears that there is/are a missing document(s) or drawing set(s) ‐ “Add note 9…” there are no notes 1‐8

Amendment 1 via the Dropbox link posted in the FedBizOpps solicitation.

Additional “narrative only” revisions to 1TY002 were included in Amendment 3.

111 Reference: Amendment #04 Item 102, 3E601 & 02 Comment: Existing Red/Blue 15kv feeders are 3‐ 1/C, # 1/0.

All new 15kv feeders are clearly indicated 3‐ 1/C, # 1/0.

Increasing 15kv feeders to 250kcmil is way oversized and very costly.

Question: Which 15kv feeder size is correct Q/A #102 with 3‐ 1/C, #250 or Drawings with 3‐ 1/C, # 1/0?

All new 15 KV feeders shall be 250 KCMIL

112 Drawings and specs dated 6/3/16 indicate that the Contractor is to provide the trash receptacles. Is that correct?

Per the Amendment 1 (June 24, 2016) Dropbox link posted in the FedBizOpps solicitation: Drawing 2L001 was updated to indicate that trash

Page 1 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 2 of 15 receptacles will be provided by Smithsonian/National Zoo, and the reference to trash receptacles was removed from spec 129300 Site Furnishings.

113 The bid schedule states that bids are to be based on specs and drawings dated 5/5/16. Is that correct?

Bids are to be based on specifications and drawings dated 6/3/16, and all solicitation amendments.

114 On this project I am sending a substitution request for Polycoat‐Aquaseal 5000 under section 071326 self‐adhering sheet waterproofing.

This substitution request will be evaluated after award if requested by a contractor utilizing the instructions contained in Clause – L.3 52.211‐6 Brand Name or Equal. (AUG 1999) and Specification Section 012500 Substitution Procedures.

115 Drawing 1A605 / detail E9 shows a Level 3 bullet resistant panel to be installed will gyp board & framing, but there is no mention of this in the specifications (IE provide information / requirements). Please provide specification information for this panel.

See added specification section 102641 Bullet Resistant Panels in addendum, dated July 12, 2016.

116 There are many references in the specifications for allowances (examples: access doors & frames and testing & inspections). Are there values that we are supposed to carry for these activities and if so, what is the value the contractor needs to carry for this in the estimate?

Contractor shall include all associated costs as required.

117 It was mentioned at the site visit (7/6/16) that there will be no PEPCO costs that will need to be carried by the contractor in order to do the electrical substation work and the owner will provide power feeders from a separate project in order to assist with the new electrical substation switchover. Please confirm that this is correct.

It is correct the PEPCO Service stops at the Hawthorn Street Substation. SI owns and operates all downstream service. SI will shut off the RED BLUE Feeders for the contractor to disconnect once and reconnect once.

Contractor is required to provide all other temporary and new service as required under this contract. Contractor will coordinate the substation fuse upgrade with SI.

118 Spec Section 014000 references a quality control personnel requirement on the project but does not specify if this means carrying a quality control manager on the project. Is a separate full time / on site quality control manager that is not the superintendent, project manager and/or personnel that have other contractor duties a requirement for this project?

Yes a qualified individual may perform other project related duties than QC work, but mat not the project’s lead superintendent.

Page 2 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 3 of 15

119 Spec section 102113.19 paragraph 2.1.A.1 states that the plastic toilet compartments must have a flame‐spread index of 25 or less, the classification for a Class A fire rating.

Paragraph 2.1.B states that the product must have a Class B fire rating. Please clarify whether the plastic toilet compartments must meet Class A or Class B fire rating.

The plastic toilet partitions must meet a Class B Material Fire Rating and ALSO meet a Flame‐Spread Index of 25 or less, and a Smoke‐Developed Index of 450 or less. While these Surface‐burning Characteristics indicated are also associated with a Class A material fire rating, these are not the only requirements to meet a Class A rating.

120 Please confirm what permit fees / expediting the contractor will be responsible for on this project.

The civil engineer will submit the Erosion Control and Stormwater Management drawings for review and permitting by DOEE and pay the Initial fees during filing. The Contractor will be responsible for Final fees for Erosion Control and Stormwater Management and will be responsible for picking up the approved drawings and permit. The Contractor will also be responsible for any DOEE‐required inspection fees during construction, to be determined during the erosion control and stormwater reviews.

Permit expediting by the Contractor is not anticipated.

121 Reference Amendment #04 Item 102, 3E601 & 02. The existing Red/Blue 15kv feeders are 3‐ 1/C, # 1/0. All new 15kv feeders are clearly indicated 3‐ 1/C, # 1/0. Increasing 15kv feeders to 250 kcmil is way oversized and very costly. Please clarify which 15kv feeder size is correct Q/A #102 with 3‐1/C, #250 or Drawings with 3‐ 1/C, # 1/0?

SEE QUESTION #111

Page 3 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 4 of 15

SUMMARY OF REVISIONS TO CONTRACT DOCUMENTS

ISSUE: Addendum

DATE: 7.12.2016

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

102641 Add Specification Section

Volume 2

Not Used

SUMMARY OF CHANGES TO DRAWINGS

Sheet Number Description

CIVIL

2 CS 521 Revise Bollard Detail

LANDSCAPE

Page 4 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 5 of 15

Sheet Number Description

ARCHITECTURAL

Volume 1

1A 102 Removed ADA bollard

1A 201 Located Push-button actuator on building elevation

1A 507 Removed ADA bollard

1A 508 Located Push-button actuator on building elevation

2A 5 05 Revised ADA bollard details

STRUCTURAL

PLUMBING

MECHANICAL

ELECTRICAL

FIRE ALARM / FIRE SUPRESSION

TECHNOLOGY / AV-IT

Page 5 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 6 of 15

Sheet Number Description

Not Used

SECURITY

End of Summary

Page 6 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 7 of 15

JUNE 3, 2016

FINAL CONSTRUCTION DOCUMENTS-

Addendum, July 12, 2016

SMITHSONIAN FACILITIES

PROJECT #1633109

VOLUME 1 - POLICE

BULLET RESISTANT PANELS 102641- 1

SECTION: 102641 BULLET RESISTANT PANELS

PART 1 – GENERAL

1.1 SUMMARY

A. Section includes bullet resistant fiberglass panels.

1.2 REFERENCES

A. American Society for Testing and Materials:

1. ASTM E119-98 Standard Test for One-Hour Fire-Rating of Building Construction and Materials

2. ASTM F1233-98 Standard Test Method for Forced Entry Testing of Materials/Assemblies, Class IV

B. International Organization for Standardization:

1. ISO 9001:2008 Quality Management System C. National Institute of Justice Ballistic Standards:

1. NIJ Standard 0108.01 – Type III-A D. Small Business Administration:

1. SBA Small Business Size Standard E. Underwriters Laboratories:

1. UL 752 Specifications and Ammunition, 11th Edition, Standard for Bullet Resisting Equipment published September 9, 2005, revised December 21, 2006, Level 3

F. The United States Department of State:

1. The International Traffic in Arms Regulations (ITAR)

1.3 SUBMITTALS

A. Submittals for Review: Submit for approval prior to fabrication.

1. Product Data: Include specifications, brochures, and samples.

2. Recommendations for installation of Bullet Resistant Fiberglass Panels.

B. Certificates: Submit printed data to indicate compliance with following requirements.

1. UL LISTING Verification and UL752 Current Test Results as provided by Underwriters

Laboratories.

2. ASTM E119-98 One-Hour Fire Rating of Building Construction and Materials.

3. ASTM F1233-98 Standard Test Method for Forced Entry Testing of Materials/Assemblies.

4. Manufacturer’s third party certificate of registration with ISO 9001:2008.

5. Manufacturer’s U.S. Dept. of State ITAR Statement of Registration.

6. Manufacturer’s SBA Profile verifying small business status by the SBA.

1.4 DELIVERY, HANDLING, AND STORAGE

A. Deliver materials to project with manufacturer’s UL LISTED Labels intact and legible.

B. Handle material with care to prevent damage. Store materials inside under cover and stack flat and off the floor.

1.5 WARRANTY

A. Warrant all materials and workmanship against defects for a period of ten (10) years from the date of Substantial Completion.

Page 7 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 8 of 15

JUNE 3, 2016

FINAL CONSTRUCTION DOCUMENTS-

Addendum, July 12, 2016

SMITHSONIAN FACILITIES

PROJECT #1633109

VOLUME 1 - POLICE

BULLET RESISTANT PANELS 102641- 2

PART 2 – PRODUCTS

2.1 MANUFACTURER

A. Basis of Design: ArmorCore by Waco Composites, (Waco, TX 76710, phone: 254-752-3622, toll free: 866-688-3088, email: sales@armorcore.com, web: www.armorcore.com) or Smithsonian Institution approved alternate.

2.2 PERFORMANCE CRITERIA

A. Bullet Resistant Fiberglass Panels shall be “non ricochet type” to permit the encapture and retention of an attacking projectile lessening the potential of a random injury or lateral penetration.

B. Panel Rating: UL752 Level 3.

C. Bullet resistance of joints: equal to that of the panel.

2.3 MATERIALS

A. Panels fabricated of multiple layers of woven roving ballistic grade fiberglass cloth impregnated with a thermoset polyester resin and compressed into flat rigid sheets.

B. Thickness: 7/16” nominal thickness C. Nominal Weight: 4.8 lbs. per sq. ft.

D. Available Panel Sizes: 4’ x 8’ E. Panels manufactured in the United States of America with raw materials sourced from the

U.S.A. for quality assurance purposes and to comply with any applicable “Buy American” provisions.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Prior to starting installation, verify work of related trades required in contract documents and architectural drawings is complete to the point where work of this Section may properly commence.

3.2 JOINTS

A. Reinforce joints with a back-up layer of bullet resistive material. Minimum width of reinforcing layer at joint shall be 4-inches, centered on panel joints.

3.3 APPLICATION

A. Install armor in accordance with manufacturer’s printed recommendations and as required by contract documents.

B. Secure armor panels using screws, bolts, or an industrial adhesive.

1. Method of application shall install panels minimizing vulnerabilities by fitting tightly to adjacent surfaces including concrete floor slab, concrete roof slab, bullet resistive door frames, bullet resistive window frames, and the like.

END OF SECTION 102641

Page 8 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 9 of 15

Smithsonian Facilities

600 Maryland Avenue S.W. Suite 5001

Washington, DC 20024-2520

KEY PLAN

GRAPHIC SCALE(S)

A

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

B

C

D

E

F

G

H

J

K

L

M

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

A

B

C

D

E

F

G

H

J

K

L

M

SHEET NO.

21445

RENEW POLICE STATION, REPLACE

PUBLIC RESTROOMS AND PAVILION,

AND ELECTRICAL SUBSTATION

NZP

3001 Connecticut Avenue, NW

Washington, DC

1633109

Cho Benn Holback + Associates

100 N. Charles St, Baltimore, MD 21201

06/03/16

FINAL CONSTRUCTION DOCUMENTS

DJCS MAE

JMH

RESTROOMS - SITE DETAILS

Page 9 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 10 of 15

X6

XA

X5X4X3X2

XB

XC

X1

131 SF

LOBBY

299 SF

RECEPTION

203 SF

OHS

SUITE

55 SF

TOILET

161 SF

EXAM 2 /

AUD/RESP

8 SF

MEDS

225 SF

WORKSTATIONS

98 SF

EXAM 1

111 SF

EXAM 3 /

SPEC LAB

49 SF

BREAK

ROOM

221 SF

CORRIDOR

318 SF

NZPP

TRAINING

ROOM

34 SF

JANITOR

56 SF

TOILET

56 SF

TOILET

422 SF

OPS

CORRIDOR

403 SF

ROLL

CALL

196 SF

ASST.

CHIEF'S

OFFICE

169 SF

LIEUTENANT'S

OFFICE

193 SF

CHIEF'S

OFFICE

73 SF

COPY

AREA

97 SF

SUPERVISOR'S

OFFICE

62 SF

ID OFFICE

271 SF

SGT.

WORKSTATIONS

62 SF

VESTIBULE

58 SF

ELEV

H7

A-301

H7

A-301

H1

A-301

H1

A-301

A-202 A1

79 SF

ID OFFICE

PUBLIC

XD

A-401

H1

1A

1F

201A

221A

221B

224B

216217 215

224A

210B

207B

207A

230B

204B

201B

204A

A-403

E10

A-403

A10

13C

08 5653.1

08 5653.1

22 1000.2

06 4113

22 1000.3

13C 9E 13C 13C

1F 1G

13C 13C

13C

1F

1F

1F

1F

1F

13C1G

1E

13C

13C

9J

1A1F

1F1F

13C

1F

13C

7A

1F

7A

7A

1F 1F

1F13C

1F

1F

1F

8A

9J

1G

1E

1G

1C

W2

W3

W4 W4

W5

W6

W6

W6

W21

W21

W6

W6

W6

W5

W4 W4

1F

186 SF

STAIRS

230 B

E.9

5.1

15' - 5 1/4"

XE

R1

W2 W13

W14AW14

2' -8

A-531J10

A-532

J10

A-532

J1

9'

/2

D7

A-301

D7

A-301

A-531

J1

A-531

D1

A-301

D1

A-301

E10

A-531

E7

13C 13C

1F

1F

13C 13C

1F

13C 9E 13C 9E 13C 9E 13C

13C

9E

22 1000.2

06 4113

22 1000.2

06 4113

22 1000.2

06 4113

8A

9E 13C 9E

13C

1E 9A

9J9H

1C

1F

13C

13C

13C

ALIGN

ALIGN

ALIGN

ALIGN

A

LI

G N

A

LI

G N

A

LI

G N

A-511

J10

A-511

J7

TYP

5'

ALIGN

9' - 3 1/2" 5' - 4" 24' - 1"

15' - 1"

5'

/8

7' - 2 1/8"

ALIGN

13' - 10 3/8" 11' - 8 3/4" 13' - 6 3/4" 5' - 0"

10' - 0"

/4

/8

/2

/4

7'

/4

9' - 10 3/8"

14' - 4 7/8" 3' - 10 3/8" 9' - 8" 2' - 9"

4' - 5 1/4"

/8

13C

13C

13C

13C 13C 13C

2'

/2

1E

10 4400.1

A-202 A10

8"

18' - 10 3/4"4' - 8 3/4"2' - 0 1/8"7' - 11"

1' - 3" 1' - 3"

4" 9J

9J

1A

9L

1E

1G 1G

A

LI

G N

A

LI

G N

ALIGN

ALIGN

3/

8"

W7 W7 W7A

2'

1' - 0"

6"

A-508

E1

W3

A-532

A7

A-201

G1

NEW INFILL WALL

BELOW WINDOW

SILL

A7 A-502

1'

W1 W1

4"

2' - 6"

A-201

A1

A-202G1

WALL

MOUNTED

LIGHT

FIXTURE

6"

FW

RETAINING

WALL - SEE

CIVIL

7A

A4 A-532

A-532

A10

1F 1F

ABBREVIATIONS REFERENCED FROM THE CONSTRUCTION SPECIFICATIONS

INSTITUTE'S UNIFORM DRAWING SYSTEM TERMS AND ABBREVIATIONS MODULE.

CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE

PROCEEDING WITH THE WORK.

DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED.

DRAWINGS TO NOT SCALE AND SHALL NOT BE SCALED.

ALL GIVEN DIMENSIONS TO BE VERIFIED IN FIELD.

SIZE METAL FRAMING GAUGE TO ACCOMMODATE INTERIOR WIND PRESSURES

CAUSED BY 14'-0" NOMINAL LOWER FLOOR FRAMING SPAN.

SIZE METAL FRAMING GAUGE TO ACCOMMODATE INTERIOR WIND PRESSURES

CAUSED BY PROVIDING FULL HEIGHT WALLS AT THE UPPER LEVEL TO UNDERSIDE

ROOF DECK

CONFIRM ALL FINISH GRADE SPOT ELEVATIONS SHOWN WITH CIVIL AND

LANDSCAPE DRAWINGS.

SEAL ALL CONDUIT AND RACEWAY PENETRATIONS THROUGH ANY WALL, FLOOR,

OR CEILING.

REFER TO A7.G003 FOR TYPICAL DEVICE ELEVATION

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

1/8"=1'-0"

4' 8' 16'

TRUE NORTH

Smithsonian Facilities 600 Maryland Avenue S.W. Suite 5001

Washington, DC 20024-2520

Smithsonian Institution

GRAPHIC SCALE(S)

A

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

B

C

D

E

F

G

H

J

K

L

M

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

A

B

C

D

E

F

G

H

J

K

L

M

SHEET NO.

OF

PROJECT TITLE

A/E PROJECT NUMBER

ADDRESS

BUILDING NAME

PROJECT NUMBER

DRAWING TITLE

DRAWING TYPE

WORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

PROJECT NORTH

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:0 :2

A M

RENEW POLICE STATION,

REPLACE PUBLIC RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

POLICE - UPPER FLOOR PLAN

21445

ARCHITECTURAL

46 319

RENEW POLICE STATION, REPLACE

PUBLIC RESTROOMS AND PAVILION,

AND ELECTRICAL SUBSTATION

A

B Y

A p p ro ve r

F

IN

A L C O N S

TR

U C

TI

O N

D O C U M E N

TS

NZP

3001 Connecticut Avenue, NW Washington, DC

NZP

1633109

Cho Benn Holback + Associates

100 N. Charles St, Baltimore, MD 21201

CBH

1A

CBHCBH

1 02

06/03/16 FINAL CONSTRUCTION DOCUMENTS

SCALE = 1/4" = 1'-0"A-201 A-102

A1 UPPER FLOOR PLAN

KEYNOTE LEGEND

06 2023 INTERIOR FINISH CARPENTRY - SEE ARCHITECTURAL DRAWINGS

06 4113 WOOD VENEER-FACED ARCHITECTURAL CABINETS

08 5653.1 BULLET RESISTANT LEVEL 3 MANUAL SLIDING SERVICE WINDOW

10 4400.1 FIRE EXTINGUISHER CABINET

12 3600.1 SOLID SURFACE COUNTERTOP

22 1000.2 SINK, REFER TO PLUMBING DRAWINGS

22 1000.3 MOP SINK

1 6/24/16 Addendum 3 7/12/16 Addendum

Page 10 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 11 of 15

Lower Level 67'-0"

Roof Bearing 92'-0"

Upper Level 82'-0"

X6X5X4X3X2X1

H7

A-301

'-0

(4

2)

'-0

(3

8)

SYNTHETIC SLATE SHINGLE ROOF

COPPER GUTTER - 7"D X 5"W

MATCH EXISTING COPPER WRAPPED TRIM

EXISTING STONE VENEER

EXISTING COMPOSITE TILE ROOF TO REMAIN

EXISTING GUTTER - CAP END AT NEW WALL

STONE VENEER -

TYP

PAINTED HOLLOW

METAL DOORS

LIMESTONE

COPING

ALUMINUM CURTAIN WALL SYSTEM

A7

A-301

107C

W11

PLANTER WALL WITH STONE

VENEER AND STONE COPING

STONE SHELF

EXISTING STONE

VENEER

EXISTING DOWNSPOUT - MODIFY TO COORDINATE WITH

NEW GARAGE GEOMETRY AND TIE TO STORMWATER

SYSTEM BELOW GRADE - SEE CIVIL DRAWINGS

EXISTING DOWNSPOUT -

MODIFY TO DRAIN TO

BIORETENTION PLANTER- SEE

CIVIL DRAWINGS

COPPER DOWNSPOUT - 3" x 4" - TIE TO STORM

WATER SYSTEM - SEE CIVIL DRAWINGS

5.1

66'-9" ADDITION

'-3

/2

2'-2" 2'-8" 2'-8" 2'-8" 20'-9 1/4"

'-2

/2

"1' -3

8"

8" 8"

8"

COPPER DOWNSPOUT - 2" X 3" - TIE TO

STORMWATER SYSTEM - SEE CIVIL DRAWINGS

COPPER FLASHING

A-502

E7

9' -2

/4

W7AW7W7

W8

CJ

8'-0"

CJ

COPPER FLASHING

J1 A-506

TYP

COPPER GUTTER - 5"W X 3"D

EXISTING GUTTER - CAP END AT NEW

WALL

PATCH EXISTING COMPOSITE ROOF AT REMOVAL OF EXISTING VTR PER

1PD/102 KEYNOTE 16. REPAIR TO BE COMPLETED IN ACCORDANCE WITH

ORIGINAL MANUFACTURERS RECOMMENDATIONS FOR REPAIRS;

MAINTAINING EXISTING ROOF WARRANTY

COPPER SNOW

GUARD - TYP

EXTERIOR LIGHT

FIXTURE - TYP

EQ10'-0"EQ

Lower Level 67'-0"

Roof Bearing 92'-0"

Upper Level 82'-0"

X6 X5 X4 X3 X2 X1

H7

A-301

'-0

(3

8)

'-0

(4

2)

EXISTING COMPOSITE TILE ROOF TO REMAIN

MATCH EXISTING COPPER WRAPPED TRIM

EXISTING STONE VENEER

ALUMINUM INSULATED WINDOWS

WITH MUNTIN SYSTEM

EXISTING STONE SILL TO REMAIN

- TYP

GRADEW4W4

W3

W2W2

W3

W4W4

EXISTING DOWNSPOUT TO REMAIN

5.1

W13

W14W14A

NEW STONE INFILL - REMOVE

SURROUNDING STONE AS REQUIRED

TO TOOTH STONE INTO EXISTING

PATTERN

+/- 3'-8 1/2" VIF

NEW STONE SILL - MATCH TYPICAL

EXISTING SILL PROFILE -

CONTRACTOR TO REMOVE SILL,

DOCUMENT SPECIFID HISTORIC

PROFILE, COLOR, TEXTURE, AND

APROVIDE INFORMATION IN

SUBMITTAL

DECORATIVE WOOD CASING TO

MATCH HISTORIC PROFILE -

STAINED

J1 A-506

TYP

E4

A-508

DASHED LINES INDICATE SITE WALLS

IN FRONT OF SECTION CUT

EXISTING GUTTER TO REMAIN

EXISTING GUTTER TO REMAIN

EQEQEQ EQ

A-508

J10

EXTERIOR LIGHT

FIXTURE - TYP

3' -6

1'-0"

ADA PUSH BUTTON 3

1"=1"

1" 2"

1/8"=1'-0"

4' 8' 16'

1"=100'-0"

100' 200'

1/16"=1'-0"

8' 16' 32'

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)

A

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

B

C

D

E

F

G

H

J

K

L

M

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

A

B

C

D

E

F

G

H

J

K

L

M

SHEET NO.

OF

PROJECT TITLE

A/E PROJECT NUMBER

ADDRESS

BUILDING NAME

PROJECT NUMBER

DRAWING TITLE

DRAWING TYPE

WORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:0 :2

A M

RENEW POLICE STATION,

REPLACE PUBLIC RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

POLICE - ELEVATIONS - NORTH AND

SOUTH

21445

ARCHITECTURAL

50 319

RENEW POLICE STATION, REPLACE

PUBLIC RESTROOMS AND PAVILION,

AND ELECTRICAL SUBSTATION

06/03/16

A

B Y

A p p ro ve r

F

IN

A L C O N S

TR

U C

TI

O N

D O C U M E N

TS

NZP

3001 Connecticut Avenue, NW Washington, DC

NZP

1633109

Cho Benn Holback + Associates

100 N. Charles St, Baltimore, MD 21201

CBH

1A

CBHCBH

2 01

FINAL CONSTRUCTION DOCUMENTS

SCALE = 1/8" = 1'-0"A-101 A-201

A1 SOUTH ELEVATION

SCALE = 1/8" = 1'-0"A-102 A-201

G1 NORTH ELEVATION

1 6/24/16 Addendum

Page 11 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 12 of 15

COPPER SILL FLASHING

WITH HEMMED EDGE-

SLOPED - SEAL TO

STONE5/8" PTD. GYP. BD.

6" 4 1/2"

LOUVER

1/2" CONT SEALANT

FLEXIBLE FLASHING -

TIE TO JAMB

FLASHING

PT WD BLOCKING -

TYPICAL

LOUVER

3 1/4"

EXIST EXTERIOR WALL

TO REMAIN

COPPER HEAD FLASHING

W/ HEMMED EDGE

SEALANT

CONT SEALANT -

TYPICAL

GWB - WHERE

OCCURS -

PAINTED

FLEXIBLE HEAD

FLASHING - TIE

TO JAMB

FLASHING

1 1/4" SCHEDULE 40 STL PIPE

GALVANIZED - PAINTED -

VERTICAL AND HORIZONTAL

RAILS

BLUESTONE COPING TO

CONCEAL STEEL

BASEPLATE WITH DRIP -

MORTAR TO EXISTING

CONCRETE SLAB

EXISTING STEEL BENT

PLATE AT EXISTING SLAB

EDGE

3' -6

2" 4"

4" 4"

4" 4"

4" 4"

4" 4"

4"

+/- 67'-0"

SEE CIVIL

GALV STEEL BASE PLATE

- ANCHOR TO EXISTING

CONCRETE SLAB - 1/2" X

4" X 4" WITH (4) 1/2"

DIAMETER ADHESIVE

ANCHORS

8" 4"

1 1/4" SCHEDULE 40 STL PIPE

GALVANIZED - PAINTED -

VERTICAL AND HORIZONTAL

RAILS

EXISTING CONCRETE

CURB

EXISTING STONE VENEER

RETAINING WALL

4" 4"

4" 4"

4" 4"

4" 4"

4" 4"

+/- 67'-0"

SEE CIVIL

CORE EXIST CONCRETE

AND SLEEVE POST - FULLY

GROUT SOLID

1 1/4" SCHEDULE 40 STL PIPE

GALVANIZED - PAINTED -

HANDRAIL - WELD BRACKET

TO VERTICAL POSTS

A-512

D10

SIM

MATCH EXIST

+/- 10" VIF

BLUESTONE COPING

ALIGN JOINT IN STONE

WITH CENTERLINE

HANDRAIL

EDGE OF EXISTING

SLAB BELOW

GUARDRAIL BASE

PLATE BELOW

COPING

J7 A-507

8"

23A 9A

DECORATIVE COPPER

TRIM - BACKWRAP -

EXTEND TO SEALANT

SLOPED COPPER

SILL FLASHING WITH

HEMMED EDGE -

EXTEND TO PRIMARY

SEALANT

1/2" GALV

STL EMBED

PLATE -

CONTINUOUS

CONT GALV STL

ANGLE - SEE

STRUCTURAL

DRAWINGS

PT WD BLOCKING

- TYP

FIBERGLASS

THERMAL

SPACER

AIR BARRIER

FLEXIBLE

FLASHING -

LAP OVER

AIR BARRIER

4" MIN

2"

ALUMINUM

CURTAINWALL

SYSTEM - ANCHOR

TO EMBED PLATE

CONT 1/2"

SEALANT

CONT INTERIOR

SEALANT AND BACKER

ROD - ENTIRE

PERIMETER - TYP

CONT PRIMARY

SEALANT AND BACKER

ROD - ENTIRE

PERIMETER - TYP

CONT SECONDARY

WEATHER SEAL -

PROPERLY WEEPED

AND LOCATED

BEHIND

CURTAINWALL

WEEPS

4" MIN

3/4" 2"

1 1/2"

TPO MEMBRANE

FLEXIBLE FLASHING -

LAP 4" MIN - WELD TO

TPO MEMBRANE

COPPER APRON - LAP

4" ONTO ROOF MIN

COPPER GUTTER

WITH INTERNAL LINER

COPPER FASCIA WITH

CONTINUOUS EDGE

STRIP AND DRIP

HIGH TEMPERATURE

ICE AND WATER

SHIELD - LAP UNDER

COPPER APRON 4" MIN

CONTINUOUS CLEAT

1/4" MAX GAP

COPPER SOFFIT

EXTEND HIGH

TEMPERATURE ICE

AND WATER SHIELD

TO PRIMARY SEALANT

FLEXIBLE HEAD

FLASHING - TIE TO

JAMB FLASHING

DECORATIVE COPPER

TRIM - BACKWRAPPED

1/2" SEALANT

LIGHT GAUGE CLIP

ANGLE - BOTH SIDES

OF FRT WOOD

BLOCKING

INTERIOR SEALANT AND

BACKER ROD - ENTIRE

PERIMETER - TYP

PRIMARY SEALANT

AND BACKER ROD -

ENTIRE PERIMETER -

TYPSECONDARY SEALANT

AND BACKER ROD -

ENTIRE PERIMETER -

TYP

F&T ANCHOR - SECURE

TO WD BLOCKING

1"=1"

1" 2"

1/8"=1'-0"

4' 8' 16'

1"=100'-0"

100' 200'

1/16"=1'-0"

8' 16' 32'

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)

A

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

B

C

D

E

F

G

H

J

K

L

M

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

A

B

C

D

E

F

G

H

J

K

L

M

SHEET NO.

OF

PROJECT TITLE

A/E PROJECT NUMBER

ADDRESS

BUILDING NAME

PROJECT NUMBER

DRAWING TITLE

DRAWING TYPE

WORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:0 :2

A M

RENEW POLICE STATION,

REPLACE PUBLIC RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

POLICE - EXTERIOR DETAILS

21445

ARCHITECTURAL

65 319

RENEW POLICE STATION, REPLACE

PUBLIC RESTROOMS AND PAVILION,

AND ELECTRICAL SUBSTATION

A

B Y

A p p ro ve r

F

IN

A L C O N S

TR

U C

TI

O N

D O C U M E N

TS

NZP

3001 Connecticut Avenue, NW Washington, DC

NZP

1633109

Cho Benn Holback + Associates

100 N. Charles St, Baltimore, MD 21201

CBH

1A

CBHCBH

5 07

06/03/16 FINAL CONSTRUCTION DOCUMENTS

SCALE = 1 1/2" = 1'-0"A-507

E10 DETAIL - SECTION - LOUVER SILL

SCALE = 1 1/2" = 1'-0"A-608 A-507

J10 DETAIL - SECTION - HEAD

SCALE = 1" = 1'-0"A-404 A-507

J7 DETAIL - GUARDRAIL

SCALE = 1" = 1'-0"A-404 A-507

E7 DETAIL - GUARDRAIL AT RAMP

SCALE = 3" = 1'-0"A-404 A-507

A11 DETAIL - PLAN

SCALE = 3" = 1'-0"A-312 A-507

A1 DETAIL - SECTION

SCALE = 3" = 1'-0"A-504 A-507

A7 DETAIL - SECTION

1 6/24/16 Addendum 3 7/12/16 Addendum

Page 12 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 13 of 15

X3

6"2 1/2"1"

AIR BARRIER - EXTEND INTO

CAVITY AS FAR AS POSSIBLE

FLEXIBLE JAMB FLASHING -

LAP OVER AIR BARRIER 4"

MIN - TIE TO HEAD AND SILL

FLASHING

PT WD BLOCKING

PATCH AND REPAIR

EXISTING PLASTER AT

DEMOLISHED

STOREFRONT WINDOW

CONT INTERIOR SEALANT

AND BACKER ROD - ENTIRE

PERIMETER - TYP

CONT PRIMARY SEALANT

AND BACKER ROD - ENTIRE

PERIMETER - TYP

CONT SECONDARY

SEALANT AND BACKER

ROD - ENTIRE PERIMETER -

TYP

EXTRUDED

ALUM TRIM BY

CURTAINWALL

MANUF - 2 1/2"

X 2 3/4"

1/2" SEALANT

PT WD SHIM

EXISTING

STONE SILL TO

REMAIN

1/2"

3"10 1/2"8"1/2"

1"8 1/2"1"3 1/

2" 6"

1/

2"

1"

1/ 2"

1/

2"

5/

8"

4"

3"1'-4" VIF

3/4" VIF

1 5/8"

DECORATIVE WD

SURROUND TO MATCH

HISTORIC PROFILE -

STAINED

ALUM CURTAINWALL

ENTRANCE SYSTEM

SECONDARY SEALANT

AND BACKER ROD -

ENTIRE PERIMETER - TYP

PRIMARY SEALANT AND

BACKER ROD - ENTIRE

PERIMETER - TYP

INTERIOR SEALANT AND

BACKER ROD - ENTIRE

PERIMETER - TYP

PATCH AND REPAIR

EXIST PLASTER FINISH AT

DEMOLISHED

STOREFRONT

EXTERIOR SHEATHING

FLEXIBLE JAMB FLASHING -

TIE TO HEAD FLASHING

AIR BARRIER - LAP OVER

FLEXIBLE FLASHING 4" MIN

PT (2) 2X4 WD STUDS AT

DOOR JAMB

EXISTING STONE SILL

EXISTING FACE OF WALL

BELOW

5/8" GWB ON PT WD

BLOCKING

ALIGN

FLEXIBLE JAMB FLASHING -

TIE TO HEAD AND SILL

FLASHING

EXISTING WD POST

PT WD BLOCKING

FILL CAVITY WITH MINERAL

WOOL INSULATION

ALUMINUM COVER BY

CURTAINWALL MANUF

FASTEN ALUM COVER TO

WD BLOCKING

A-508

A7

XA

X3

13C 9E

A

LI

G

N PATCH AND

REPAIR EXISTING

PLASTER

1" 3'

/2

V

IF

1/

2" 2'

S E

E W

IN

D

O W

S C

H E

D

FACE OF EXISTING

PLASTER BELOW -

PATCH AND REPAIR

AS REQUIRED

EDGE OF SOLID

SURFACE STOOL

ALUMINUM

CURTAINWALL

SYSTEM - TYP

EXTRUDED ALUM TRIM

BY CURTAINWALL

MANUF - MATCH

CURTAINWALL FINISH -

2 1/2" X 2 3/4"

2 1/2"

8"1"

2 1/2"

1/ 2"

T Y

P

1/

2"

8"

8' - 8" VIF

1'-9" VIF1'-4" VIF

VIF

3/4"

1 5/8"

1/2"1/2" 8"

1/

2"

1/2"1"8 1/2"1"

EDGE OF EXISTING

STONE SILL - VIF

1"

1/

2"

INSULATED ALUMINUM

CORNER COVER BY

CURTAINWALL

MANUFACTURER

EDGE OF EXISTING

STONE SILL - VIF

ALIGN

5/8" GWB - PAINTED

PT WD BLOCKING - TYP

EXISTING CMU PIER

WITH PLASTER FINISH

DECORATIVE WOOD

SURROUND TO MATCH

HISTORIC PROFILE -

STAINED

ALUMINUM COVER BY

CURTAINWALL

MANUFACTURER - FASTEN

TO WD BLOCKING

FLEXIBLE JAMB

FLASHING - TIE TO

HEAD AND SILL

FLASHING

PT WD BLOCKING -

TYPICAL

A-508

A1

A-508

J7

1/ 2"

V

IF 1/2" VIF

EXISTING WD POST - VIF VIF

1 3/4"

EXISTING WD POST - VIF

Roof Bearing 92'-0"

+9' - 2 3/4"

FACE OF METAL

PANEL BEYOND

VIF

1 3/8" 6" 2 1/2"

/2

1/

4"

REMOVE AND

REPLACE EXISTING

COPPER FASCIA AND

SOFFIT

EXISTING JOIST

HANGER

ALUMINUM CURTAINWALL

SYSTEM - ANCHOR TO

STEEL FLAT PLATE

CONT SEALANT - TYP

FLEXIBLE HEAD

FLASHING - TIE TO

JAMB FLASHING

COPPER HEAD

FLASHING WITH

HEMMED EDGE

DECORATIVE WOOD

SURROUND TO

MATCH HISTORIC

PROFILE - STAINED

5/8" GWB - PAINTED

AIR BARRIER - LAP OVER

FLEXIBLE FLASHING

EXISTING WD

HEADER

CONT GALV STEEL FLAT

PLATE 4 1/2" X 1/4" AT

CURTAINWALL ANCHOR

LOCATIONS - ANCHOR TO

EXISTING WD HEADER

WITH 1/4" LAG BOLTS AT

12" OC

A-508

E7

/4

3/

4"

+7' - 4"

ALUMINUM HEADER TO

CONCEAL ADA

OPERATOR - BY

CURTAINWALL MANUF

1 1 5/8"

2 1/2"

9 1/4" VIF

4 1/2" VIF

/2

1/

4"

1' -0

/4

V

IF

+9 - 2 3/4"

EXISTING WD

HEADER

EXISTING WD

HEADER

5/8" GWB -

PAINTED

CONT INTERIOR AIR

SEALANT AND

BACKER ROD -

ENTIRE PERIMETER

- TYP

COPPER HEAD FLASHING

WITH HEMMED EDGE -

EXTEND BEYOND

PRIMARY SEAL

CONT PRIMARY SEALANT

AND BACKER ROD -

ENTIRE PERIMETER - TYP

CONT SECONDARY

SEALANT AND BACKER

ROD - ENTIRE

PERIMETER - TYP

FLEXIBLE HEAD

FLASHING - TIE TO JAMB

FLASHING - EXTEND 4"

MIN

AIR BARRIER - LAP OVER

FLEXIBLE HEAD

FLASHING 4" MIN

FLEXIBLE CORNER

FLASHING - LAP OVER

AIR BARRIER 4" MIN

REMOVE AND REPLACE

EXISTING COPPER

FASCIA AND SOFFIT WITH

DRIP

EXTERIOR

SHEATHING

1/2" SEALANT AND

BACKER ROD

DECORATIVE

WOOD

SURROUND TO

MATCH HISTORIC

PROFILE -

STAINED

1" 1"

A-508

A7

Upper Level 82'-0"

E4 A-508

A1 A-508

1"8 1/2"1"

11"3'-5"11"

/2

1/2"10 1/2" 1/2" 10 1/2"

1"

1/ 2"

1"

6"

1/2"7 1/2"1/2"

BEVELED WD

SURROUND

EXISTING

STONE SILL

EXISTING

STONE VENEER

WD TRIM

WD TRIM BASE

1/2" SEALANT

CURTAIN WALL

ENTRANCE

FRAME

3' -6

ADA PUSH

BUTTON

ACTUATOR

EQEQ

ALUMINUM COVER

BY CURTAINWALL

MANUFACTURER -

TYPICAL BOTH

SIDES OF DOOR

5/

8"

1"1/2"3 3/4"3 3/4"1/2"1"

1/ 2"

1/ 4"

BEVELED WD SURROUND -

STAINED

WD BASE TRIM BEYOND -

STAINED

WD TRIM - STAINED - TYP

1"=1"

1" 2"

1/8"=1'-0"

4' 8' 16'

1"=100'-0"

100' 200'

1/16"=1'-0"

8' 16' 32'

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)

A

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

B

C

D

E

F

G

H

J

K

L

M

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

A

B

C

D

E

F

G

H

J

K

L

M

SHEET NO.

OF

PROJECT TITLE

A/E PROJECT NUMBER

ADDRESS

BUILDING NAME

PROJECT NUMBER

DRAWING TITLE

DRAWING TYPE

WORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:0 :2

A M

RENEW POLICE STATION,

REPLACE PUBLIC RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

POLICE - EXTERIOR DETAILS

21445

ARCHITECTURAL

66 319

RENEW POLICE STATION, REPLACE

PUBLIC RESTROOMS AND PAVILION,

AND ELECTRICAL SUBSTATION

06/03/16

A

B Y

A p p ro ve r

F

IN

A L C O N S

TR

U C

TI

O N

D O C U M E N

TS

NZP

3001 Connecticut Avenue, NW Washington, DC

NZP

1633109

Cho Benn Holback + Associates

100 N. Charles St, Baltimore, MD 21201

CBH

1A

CBHCBH

5 08

FINAL CONSTRUCTION DOCUMENTS

SCALE = 3" = 1'-0"A-508 A-508

J7 DETAIL - PLAN

SCALE = 3" = 1'-0"A-508 A-508

A1 DETAIL - PLAN

SCALE = 1 1/2" = 1'-0"A-102 A-508

E1 DETAIL - PLAN - LOBBY 200

SCALE = 1 1/2" = 1'-0"A-112 A-508

E4 DETAIL - HEAD - ENTRANCE

SCALE = 3" = 1'-0"A-508 A-508

E7 DETAIL - SECTION

SCALE = 1/2" = 1'-0"A-201 A-508

J10 ENL ELEV - ENTRANCE DOOR

SCALE = 6" = 1'-0"A-508 A-508

A7 DETAIL - PLAN - WD SURROUND

1 6/24/16 Addendum

Page 13 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 14 of 15

SEE LANDSCAPE DRAWINGS

+/- 10"

4" 6"

LOUVER

CONT SEALANT

COPPER THRU WALL

FLASHING WITH HEMMED

EDGE

CONT GALV STEEL ANGLE

FLEXIBLE FLASHING -

LAP OVER COPPER

FLASHING 4" MIN

SITE BARRIER WALL -

SEE LANDSCAPE

DRAWINGS

GROUT SOLID

WEEP AT 24" O.C.

FLEXIBLE HEAD

FLASHING - TIE TO

JAMB FLASHING

SITE BARRIER WALL

- SEE LANDSCAPE

DRAWINGS

FLEXIBLE JAMB

FLASHING - TIE TO

SILL AND HEAD

FLASHING

CONT SEALANT -

TYP

RETURN STONE TO

CLOSE JAMB

LOUVER

PT WD BLOCKING

4" 6"

9E

SEE LANDSCAPE DRAWINGS

+/- 10"

HM DOOR FRAME

CONT SEALANT

COPPER THRU WALL

FLASHING WITH HEMMED

EDGE

CONT GALV STEEL ANGLE

FLEXIBLE FLASHING

- LAP OVER COPPER

FLASHING 4" MIN

SITE BARRIER WALL -

SEE LANDSCAPE

DRAWINGS

GROUT SOLID

WEEP AT 24" O.C.

FLEXIBLE HEAD

FLASHING - TIE TO

JAMB FLASHING

9E

1C 1D

FLEXIBLE JAMB

FLASHING - TIE TO

HEAD FLASHING - TYP

CONT SEALANT - TYP

RETURN STONE TO

CLOSE JAMB - TYP

SITE BARRIER WALL -

SEE LANDSCAPE

DRAWINGS

HM DOOR FRAME

HM DOOR FRAME

CONT SEALANT - TYP

PT WD BLOCKING

LOUVER - ANCHOR

TO HM FRAME ON

JAMBS

COMPRESSIBLE FILL

M A

T C

H W

A

LL

T H

K

S E

E L

A N

D S

C A

P E

D W

G S

0"

FLEXIBLE JAMB

FLASHING - TIE TO

HEAD FLASHING - TYP

CONT SEALANT - TYP

RETURN STONE TO

CLOSE JAMB - TYP

HM DOOR FRAME

LOUVER FRAME -

ANCHOR TO HM

FRAME ON JAMBS

F2B

CONT SEALANT - TYP

COPPER THRU WALL

FLASHING WITH HEMMED

EDGE

CONT GALV STEEL ANGLE

FLEXIBLE FLASHING -

LAP OVER COPPER

FLASHING

SITE BARRIER WALL -

SEE LANDSCAPE

DRAWINGS

GROUT SOLID

WEEP AT 24" O.C.

HM DOOR FRAME - MATCH WALL

THICKNESS

FLEXIBLE HEAD FLASHING -

TIE TO JAMB FLASHING

MATCH WALL THK

+/- 10"

LOUVER

6"

COPPER SILL FLASHING - SLOPED -

WITH HEMMED EDGE

8"

FORMED JOINT FILLER

PAVER ON SETTING BED

FLEXIBLE FLASHING

1/

2"

SEALANT

TAPE

1/2" SEALANT

COPPER SILL FLASHING - TURN UP IN

BACK OF HM FRAME

HM FRAME -

PAINTED

4"

ROOF BEARING

79' - 0"

UPPER FLOOR

68' - 0"

EQEQ

COPPER DOWNSPOUT WITH STRAP

HANGERS WHERE REQUIRED

EQEQ

ALIGN WITH CENTERLINE

METAL PANEL

ALIGN WITH CENTERLINE

STAIR TREAD

RECTANGULAR CAST

IRON BOOT

DOWNSPOUT BELOW

GRADE

MECHANICAL VAULT

CONCRETE WALL

CONCRETE STAIR

EQ

EQ

MATCH SLOPE OF

DOWNSPOUT TO SLOPE

OF STAIR

A-A

A-A

ENLARGED PLAN AT DOWNSPOUT HANGER

STRUCTURE

COPPER

DOWNSPOUT

HANGER

COPPER

DOWNSPOUT

COPPER

FASTENER - TYP

STAINLESS STEEL POST TUBE

6" X 4" X 1/4" - REMOVABLE

1/4" STAINLESS STEEL PLATE,

WELD AND GRIND SMOOTH 1/4" STAINLESS STEEL PLATE,

WELD AND GRIND SMOOTH

STAINLESS STEEL POST TUBE

6" X 4" X 1/4" - REMOVABLE

CONCRETE SLAB

PAVERS - SEE

LANDSCAPE DRAWINGS PAVERS - SEE

LANDSCAPE

DRAWINGS

AUTO DOOR

OPENER ACTIVATION BUTTON -

RECESSED

DATA & POWER CONDUIT -

PROVIDE CONNECTOR AND 24"

MIN COILED CABLE TO ALLOW

FOR REMOVAL OF BOLLARD

1/2" BACKER ROD AND

SEALANT - TYP

CONCRETE SLAB

AUTO DOOR OPENER

ACTIVATION BUTTON -

RECESSED

1/2" BACKER ROD AND SEALANT - TYP

A-A

A-A PLAN DETAIL - ADA BOLLARD

SECTION DETAIL - ADA BOLLARD SECTION DETAIL - ADA BOLLARD

3" 3"4"

STAINLESS STEEL TUBE SLEEVE

WITH STAINLESS STEEL PLATE

CAP AT BOTTOM

1" LONG WELD AT FOUR POINTS

TO SECURE POST TO SLEEVE

DATA & POWER CONDUIT -

PROVIDE CONNECTOR AND 24"

MIN COILED CABLE TO ALLOW

FOR REMOVAL OF BOLLARD

1" LONG WELD AT FOUR POINTS

TO SECURE POST TO SLEEVE

STAINLESS STEEL TUBE SLEEVE

WITH STAINLESS STEEL PLATE

CAP AT BOTTOM

3" 5"

4"

2" 4"

3'

3'

FLASHING - TYPICAL

MEMBRANE WITH

PROTECTION BOARD

3'

B-B

ENLARGED DETAIL - ADA BOLLARDB-B

3" = 1'-0"3" = 1'-0"

1" = 1'-0" 1" = 1'-0"

MEMBRANE WITH

PROTECTION

BOARD

FLASHING -

TYPICAL

2" 4"

C

8" 6"

1/

2"

COMPRESSIBLE FILL

GWB - PAINTED

1B

COPPER SILL BELOW

ALUMINUM

CURTAINWALL SYSTEM

2" DEEP LOUVER

WITH GLAZING

FRAME

COPPER SILL FLASHING

- SLOPED - EXTEND

BELOW WD BLOCKING

HEMMED EDGE

5/8" PTD. GYP. BD.

LOUVER

1/2" CONT SEALANT

FLEXIBLE SILL FLASHING -

TIE TO JAMB FLASHING

1/2" PT WD BLOCKING

SEALANT

4" 6"

1/2" DIA X 2"

STAINLESS STEEL

STUD WELDED TO

STAINLESS STEEL

SLEEVE - ON EACH

SIDE OF TUBE -

TYPICAL

PAVERS - SEE

LANDSCAPE

DRAWINGS

1/2" BACKER ROD

AND SEALANT -

TYP

1/4" THICK

STAINLESS STEEL

TUBE SLEEVE WITH

TIGHT FIT TO

BOLLARD - 1/4"

STAINLESS STEEL

PLATE CAP AT

BOTTOM

1" LONG WELD AT

FOUR POINTS TO

SECURE POST TO

SLEEVE

5" 4"

COORDINATE

PENETRATION IN

STEEL SLEEVE AND

POST FOR

CONDUIT - ROUTE

CONDUIT IN SLAB

FLASHING

MEMBRANE WITH

PROTECTION

BOARD

STAINLESS

STEEL

DRAWBAND

1/

2"

STAINLESS STEEL 6" X 4" X

1/4" TUBE

AUTO DOOR OPENER

ACTIVATION BUTTON -

RECESSED

3" 3"

4"

STAINLESS STEEL TUBE

SLEEVE WITH STAINLESS

STEEL PLATE CAP AT

BOTTOM

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)

A

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

B

C

D

E

F

G

H

J

K

L

M

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

A

B

C

D

E

F

G

H

J

K

L

M

SHEET NO.

OF

PROJECT TITLE

A/E PROJECT NUMBER

ADDRESS

BUILDING NAME

PROJECT NUMBER

DRAWING TITLE

DRAWING TYPE

WORKING STAFF

STAMP

DATE

REVISION # DATE

SUBMISSION

REVISION DESCRIPTION

PROJECT NORTH

FOR

CONSTRUCTION

TYPE

DRAWN BY

SEQUENCEDISCIPLINE

CHECKED BYDESIGNED BY

:3 :1

A M

RENEW POLICE STATION,

REPLACE PUBLIC RESTROOMS

AND PAVILION, AND

ELECTRICAL SUBSTATION

RESTROOMS - EXTERIOR SECTION

DETAILS

21445

ARCHITECTURAL

234 319

RENEW POLICE STATION, REPLACE

PUBLIC RESTROOMS AND PAVILION,

AND ELECTRICAL SUBSTATION

06/03/16 FINAL CONSTRUCTION DOCUMENTS

A

B Y

A p p ro ve r

F

IN

A L C O N S

TR

U C

TI

O N

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 05 1 1/2" = 1'-0"A-505

A7 DETAIL - SECTION - LOUVER HEAD

1 1/2" = 1'-0"A-505

A10 DETAIL - SECTION - LOUVER JAMB

1 1/2" = 1'-0"A-505

J7 DETAIL - SECTION - HM DOOR HEAD

1 1/2" = 1'-0"A-505

A1 DETAIL - SECTION - HM DOOR JAMB

1 1/2" = 1'-0"A-505

E7 DETAIL - SECTION - LOUVER

1/2" = 1'-0"A-505

E10 DETAIL - ELEVATION - DOWNSPOUT

1" = 1'-0"A-505

E1 ADA SECURITY BOLLARD

1 1/2" = 1'-0"A-505

D4 DETAIL - PLAN

1 1/2" = 1'-0"A-505

D1 DETAIL - SECTION - LOUVER SILL

3 07/12/16 Addendum

Page 14 of 14 Date 07.13.2016

F16SOL10044 Amendment 000005 - 07/14/2016 - Page 15 of 15