Amend 2 Attach 2 Round 2-RESPONSES.docx

DOCX document 3 MB Posted Nov 13, 2019

Attached to: Samuel's Hall Renovation Project Federal contract opportunity
Solicitation number: 693JF719B000006
Issued by: Department of Transportation Maritime Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This is a pre-solicitation notice for a construction project to renovate Samuel's Hall at the United States Merchant Marine Academy. The project includes hazardous materials abatement, demolition of building interiors down to the envelope, infill construction of teaching and support spaces including mechanical, electrical and plumbing systems, and select additional elements. The solicitation will be issued on August 1, 2019 via the Federal Business Opportunities website seeking fixed-price bids due around November 1, 2019. The total small business set-aside project is estimated at $10 million to $36.5 million and must be completed within 365 days of the notice to proceed. Interested parties should register at FBO.gov for solicitation updates and amendments.

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Other files for this federal contract opportunity

Other files attached to Samuel's Hall Renovation Project, newest first.
File	Type	Posted
SF 1409- Bid Abstract-signed.pdf	PDF	Jun 3, 2020
Amendment 0007- Responses to Questions 2.pdf	PDF	Mar 13, 2020
Amendment 0007- Responses to Questions.pdf	PDF	Mar 12, 2020
A-901 Schedules-A-901-2020.03.02.pdf	PDF	Mar 12, 2020
SECTION 08 06 71 DOOR HARDWARE SETS_REVISED 20.03.02.pdf	PDF	Mar 12, 2020
Amendment 0005- QA Response Form.docx	DOCX document	Feb 21, 2020
Amendment 0005-2ND FLOOR REDESIGN.pdf	PDF	Feb 21, 2020
Site Visit Sign In Sheets (all).pdf	PDF	Nov 14, 2019
Amend 2 Attach 3- Geotechnical Report.pdf	PDF	Nov 13, 2019
Amendment 0002- 693JF719B000006.pdf	PDF	Nov 13, 2019
Amend 2 Attach 1 - Questions and Responses_Round 1-Part 2.docx	DOCX document	Nov 13, 2019
Amend 2 Attach 4- Environmental Inventory Report.pdf	PDF	Nov 13, 2019
Attachment_6-_Specifications_Exhibit_A-_A-800_Drawing.pdf	PDF	Sep 24, 2019
Responses_to_Questions_9.24.19.pdf	PDF	Sep 24, 2019
Revised_SF1442_-_Amendment_0001.pdf	PDF	Sep 24, 2019
Attachment_1-_Samuels_Hall_Specs.pdf	PDF	Aug 1, 2019
Attachment_3-_Drawings.pdf	PDF	Aug 1, 2019
Attachment_4-_Wage_Determination.pdf	PDF	Aug 1, 2019
Attachment_5-_QA_Response_Form.docx	DOCX document	Aug 1, 2019
693JF719B000006-IFB.pdf	PDF	Aug 1, 2019
Attachment_2-_FFE_SPECS_COMBINED.pdf	PDF	Aug 1, 2019

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IFB # 693JF719B000006 - Samuels Hall Renovation Question & Answer Form

Attachment 5- ROUND 2 Q&A

IFB Section

Question

Response

Change to IFB?

Description of Change

Technical/ Contractual

SECTION 01 40 25

Please clarify whether the requirement of SECTION 01 40 25 – QUALITY CONTROL TESTING FOR AIR BARRIER SYSTEMS is applicable for the whole building or the new addition only? If it’s for the whole building, please confirm that the project design have accounted for an air barrier system for the 6 surfaces of the existing building.

This requirement is only for the new addition.

N/A

Technical

section 01 40 25

Please clarify whether the testing agency required by specification section 01 40 25 “QUALITY CONTROL TESTING FOR AIR BARRIER SYSTEMS” is hired by the contractor or the government?

The testing agency will be hired by the Government. Disregard the words “… hired by the Contractor…” in SS 014025:1.2-C and “Contractor’s…” in SS 014025:1.6-A

N/A

Technical

SECTION 01 41 00

Paragraph 1.4 of SECTION 01 41 00 – STRUCTURAL TESTING LABORATORY SERVICES calls “cost for special inspections as a separate line in the Contract Sum”, however bid schedule have one line item only, please clarify.

The cost does not need to be provided as a separate line item in the bid, but will be required to be a separate line item in the awarded Contractor’s schedule of values.

N/A

Technical

SECTION 01 40 00

Please clarify if the government or the contractor would pay for special inspections.

The contractor shall pay for standard installation inspections and submit the reports to the Government. Quality Assurance inspections will be furnished/paid for by the Government.

N/A

Technical

SECTION 01 50 00

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS, calls for the “Exterior laydown area shall be enclosed on all sides by a solid, 8’-0” high barrier, painted navy blue”, please provide location and size of the planed lay down area.

The location of the laydown area will be determined after NTP at the kickoff meeting with the awarded contractor.

N/A

Technical

SECTION 01 50 00

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS, calls for “A soundproof interior barrier partition shall be constructed in order to separate the Bridge Simulator area from the construction area.” please provide a plan and an elevation of the proposed partition with details of construction and required openings, with the STC rate of that partition.

See attached sketch.

N/A

Technical

SECTION 01 59 50

SECTION 01 59 50 - SAFETY AND HEALTH para 3.5/A.1, requires “During renovation, sprinklers must be either operational or, when taken out of service, a full time fire watch must be employed”, please clarify the fire watch requirements. Also provide a plan of existing sprinkler system.

Disregard SS 015950:3.5-A1 and A2. No Firewatch is required.

As per SS 015950:3.5-A3, fire extinguishers are required through the construction zone throughout construction.

N/A

Technical

Is “Buy American Act” or Buy America” applicable to this project

Yes

N/A

Technical

SECTION 01 60 00

On SECTION 01 60 00 - PRODUCT REQUIREMENTS, para 2.1 B.1.c state “Basis of Design: Where a Specification paragraph or subparagraph titled "Basis of Design" includes a product designation, provide the product designated, or request a Substitution of a compliant product by a named or other manufacturer.”

Does this project have sole source products or manufacturers? We didn’t see any J&A.

There are no Sole Source products on federal government projects. Multiple manufacturers or a basis of design is provided for all products in the specifications. Substitutions are permitted, but the substitution procedures laid out in SS 012500 must be adhered to.

N/A

Technical

SECTION 01 70 00

SECTION 01 70 00 - EXECUTION REQUIREMENTS, para 1.3 F calls for “All cutting of façade for structural connections and welding of the structural connections to the building must be completed during off-hours”, please confirm that working off-hours are allowed, as this was listed as a restriction on the SOW.

Work can be done during normal working hours. Any noisy, dangerous, shutdown-requiring, etc. work shall be coordinated with the COR.

N/A

Technical

Section 02 82 00

Para 1.1 /B of Section 02 82 00 states that “All stated quantities and locations of Asbestos Containing Materials (ACMs) are provided for informational purposes only. They are not bid quantities or exact locations. Estimated quantities and drawings are for information only and shall not be used as a sole source for determining the scope of the abatement. Contractor shall verify all project conditions and material quantities prior to bidding the project.”

Abatement scope can’t be unlimited!

Please advise how we are to verify quantities without performing a survey of the site and taking samples for all suspected ACM.

Hazmat Report is attached.

N/A

Technical

SECTION 02 82 00

Para 3.6/ A of SECTION 02 82 00 state that “The results of June/July 2016 asbestos investigation are provided in the Hazardous Waste Assessment report attached to this specification.”

Please provide a copy of this report.

Hazmat Report is attached.

N/A

Technical

SECTION 02 82 00

Para 5.2 of SECTION 02 82 00 state that “A. Payment for asbestos removal shall be made at the contract unit price bid for each of the various materials”.

However, the bid schedule doesn’t call for unit prices, please clarify?

There are no unit prices on the bid schedule. Please provide the cost to abate the hazardous materials quantified in the attached Hazmat Report.

N/A

Technical

section 03 30 00

Para 1.7/A of section 03 30 00 calls for “A qualified installer who employs on Project personnel qualified as ACI- certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.”

This requirement is excessive for the small size of flat concrete work required on this project.

Please advice if this can be relieved?

Only one of either the technician or the site supervisor is required to have ACI certification as a Concrete Flatwork Finisher (CFF) for quality control.

N/A

Technical

section 03 30 00

Please advise where the material specified on paragraphs 2.9 A (Repair Underlayment) & B (Repair Overlayment) of section 03 30 00 are to be used?

There are no specific locations indicated. The specification is provided in the event it is required for work during construction.

N/A

Technical

section 05 12 00

Para 1.8 of specification section 05 12 00 STRUCTURAL STEEL FRAMING calls for “AISC-Certified Plant, Category STD” and “AISC-Certified Erector” and “AISC's Sophisticated Paint Endorsement P3 or to SSPC-QP 3” which seems excessive for the size of steel work and will add more cost to the project.

Please advice if these can relieved.

The plant must be AISC-certified. In lieu of a certified plant, the contractor will be required to provide a special inspection within the plant.

An AISC-certified erector is not required, but if another erector is chosen, said erector must provide evidence of 10 years of successful steel project erections.

Painter qualifications and the execution of the work must adhere to SS 09 90 00 as well as SS 05 12 00-2.8.

N/A

Technical

section 05 12 00

Para 2.10/A of specification section 05 12 00 STRUCTURAL STEEL FRAMING calls for “Owner will engage a qualified testing agency to perform shop tests and inspections.” However, Para 2.10/E calls for “Prepare test and inspection reports”, which is again repeated on para 3.6.

Please clarify who is responsible for testing and inspection.

The contractor shall pay for standard installation inspections and submit the reports to the Government. Quality Assurance inspections will be furnished/paid for by the Government.

N/A

Technical

SW-105

Drawing SW-105 calls for “Reset gas meter to proposed grade”. However, P-102 doesn’t call for such work! Please clarify.

The note on SW-105 should read, “Reset gas meter to proposed grade if necessary.”

N/A

Technical

Site Visit

Please provide a copy of all site visits attendance sheets

Attendance List Included

N/A

Contractual

Site visit

During site visit, the Servers center were called out to remain in place and operational.

Please advise how are we perform new work in that location without moving such equipment?

Also, please confirm that power and HVAC that serve this space and its equipment is not to be demolished.

The servers and equipment will not remain in place. The entire area will be demolished and servers moved to a different location in the building. The Main Data Center must remain operational. The means and methods are chosen by the contractor. The kickoff meeting with the awarded contractor will include discussions of the methods and procedures that the contractor foresees. The government will perform the actual moving of equipment to a temporary location.

N/A

Technical

Site visit

We noticed that the Simulator is fed with power, communication and HVAC from the rest of the building, please advise how are we to keep this simulator in service during construction although all supporting systems are to be demolished.

The full bridge simulator is believed to be fed from dedicated mechanical and electrical equipment below it on 0 Deck. Contractor to confirm. Additionally, temporary power must be provided to the building during construction as the transformer and generator are being replaced.

Contractor to determine means and methods.

N/A

Technical

Site Visit

We notice during site visit that access to the simulator is only thru the stair building to be demolished and thru the corridor that to have its asbestos floor abated, please confirm that simulator have other means of access than the stair and corridor that will have active construction.

Means of Egress will be discussed at the kickoff meeting with the awarded contractor. Egress must be retained while the building is occupied. The contractor will provide a construction wall that allows for egress during occupancy. The sequencing of work, means, methods and procedures will be discussed at the kickoff meeting.

N/A

Technical

A-104 ROOF PLAN

ON DRAWING A-104 ROOF PLAN, ROOFING SCHEDULE IS GIVEN WITH PARAPET CAP MATERIAL. SHOULD THE CONTRACTOR REPLACE THE EXISTING PRECAST CONCRETE PARAPET CAP WITH NEW ?

Existing precast concrete parapet caps are to remain.

N/A

Technical

Room Finish Schedule A-903 / Ceiling Plan

In Drawing A-903, It shows in the Finish schedule that most of the ceilings are Exposed ceilings. Just to make sure that are most of the ceilings exposed? Or are they ACT ceiling?

Ceilings are represented on Reflected Ceiling Plans and Finish schedules accurately.

N/A

Technical

Window

What is the material of window ? Are they Hollow metal or aluminum ? Also there are no jamb section details called out on the elevations

Drawings A-803 and A-901 and the specifications have details of the windows, including material. Windows are Aluminum (Basis of Design: Kawneer Trifab 451-7). Storefront basis if design: Kawneer 1600 Wall System 1.

N/A

Technical

*Note: Bidder only needs to fill out the highlighted columns: Company, IFB Section (please include the section, paragraph, and page number that your question refers to), and Question. Bidder may add additional rows, if necessary. Please do not add/remove columns or change column width. Please keep this document in MS Word format.

Pages from 19.03.27_Samuels Hall Renovation- Bid Set_Sealed.pdf

EXISTING WEEP HOLE

EXISTING MASONRY WALL

EXISTING CAST STONE

LINTEL TO REMAIN

NEW FLASHING

BLOCKING AS REQUIRED

EXISTING CAST STONE

TO REMAIN

METAL SILL

NEW ALUMINUM WINDOW

MFG: KAWNEER

BASIS OF DESIGN: TRIFAB 451-7

SOLID SURFACE

EXISTING (ASSUMED) FLASHING

3 4"

Existing T.O. 2nd FL Window Elev. + 33'-10"

Existing T.O. 1st FL Window Elev. + 20'-10"

Existing B.O. 2nd FL Window Elev. + 26'-9"

Existing B.O. 1st FL Window Elev. + 13'-9"

FLASHING

8" GWB

VAPOR BARRIOR

CONTINUOUS SEALANT AT

WINDOW PERIMETER

NEW FLASHING

EXISTING CONCRETE

WATER PROOFING MEMBRANE TIE

INTO WINDOW PRIMARY SEAL

NEW ALUMINUM WINDOW

MFG: KAWNEER

BASIS OF DESIGN: TRIFAB 451-7

SOLID SURFACE

THIN BRICK VENEER GALV. MTL

LATH W/ SCRATCH AND FINISH COAT

1'-31 4"

3 4"

RIGID INSULATION ON 'Z'

FURRING

SETTING PIN IN EPOXY ADHESIVE

SEALANT W/ BACKER ROD

4" PRESSURE TREATED SHIM

PLYWOOD

PRECAST CONCRETE SILL

DRIP EDGE

THIN BRICK VENEER

WEATHER RESISTANT BARRIER

GWB ON WOOD

FURRING

CORNER BEAD

VAPOR BARRIOR

ROLLER SHADE

FASCIA W/ CLG.

MTD. ENDCAPS

31 2"

Existing T.O. Slab Elev. + 36'-0"

CURTAIN WALL WITH

INSULATED GLAZING

SPANDREL PANEL

CURTAIN WALL ANCHOR ATTACHED

TO EDGE OF FLOOR SLAB

F.O. CURTAIN WALL

E.O.S

SLOPE 18" PER FT

(2) LAYERS 12" PLYWOOD NAILER

2X PRESSURE TREATED BLOCKING

EPDM COUNTER FLASHING

EXTENDED ABOVE PLYWOOD NAILER

EPDM MEMBRANE FULLY ADHERED

8" COVERBOARD

6" TAPERED INSULATION

T.O. Roof Parapet Elev. + 36'-0"

2'- 0"

SEALANT WITH

BACKER ROD

KAWNEER 1600 WALL

SYSTEM 1

VAPOR BARRIER

T.O. Steel Elev. + 35'-6"

SILL WITH PRESSURE

PLATE AND SHEER BLOCK

SILL FLASHING BY CWALL MFG

CONCRETE CURB

Existing F.F. 1st Deck Elev. + 10'-0"

2" RIGID INSULATION

8" EXTERIOR GRADE GWB

ALUM. SOFFIT PANEL

POUR STOP TO EXTEND

4" ABOVE FIN. FLOOR

B.O. DESIGN:

KAWNEER 1600

1'- 9"

CONCRETE SLAB

SEE STRUCTURAL

Elev. + 9'-6"

1" Existing F.F. 1st & 2nd Deck Elev. + 10'-0" & +23'-0"

B.O. DESIGN: KAWNEER 1600

SPANDREL PANEL 2'-

41 4"

POUR STOP TO EXTEND 4" ABOVE

FIN. FLOOR; FACTORY PRIMED,

PAINTED @ EXPOSED FACES

Elev. + 9'-6" & +22'-6"

(2) 1-5/8" BACK TO BACK

STUDS WITH INSULATION

@ 16" O.C.

3-5/8" MTL STUDS

@ 16" O.C.

8" EXTERIOR GRADE GWB

ALUM. SOFFIT PANEL

WIRE TIES SECURE TO

DECK

2X PRESURE TREATED

BLOCKING

ALUMINUM STOREFRONTS

SEALANT

KAWNEER 1600 W/ EXPANSION

2X CONTINUOUS BLOCKING

THIN BRICK VENEER METAL

LATH AND MORTAR

CONTINUOUS WATERPROOFING

8" EXTERIOR GYP. SHEATHING

8" MTL STUDS W/ BATT

INSULATION

2" RIGID INSULATION R-13

CONT. SEALANT @ CWALL

PERIMETER

F.O. WINDOW

1'-3"

F.O. WINDOW

DATE:

P l a n

N o

S c e

D t r j

C i b

A h

E g

EDUARDO GUZMAN, R.A.

N.Y. License: 032575-1

DCM Architecture and Engineering expressly reserves its common law copyright and other property rights to these plans. All designs, specifications and drawings are the property of DCM Architecture and Engineering which are to be used only as issued for this project. They shall not be used on any other project in full or in part, without first obtaining the expressed written approval and consent of DCM Architecture and Engineering. These documents shall not be transferred to any unauthorized third party without the same consent.

Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any discrepancies to the attention of the Architect.

The Contractor shall make no structural changes or substitutions without the written approval of the Architect.

R v s w

I f

DRAWN BY: CHK BY:

ROBERT BENSON, P.E.

N.Y. License: 085477-1

339 N Front Street, Camden NJ 08102

Telephone: 856.479.9101 info@dcm-ae.com

Facsimile: 856.757.0082 www.DCM-AE.com

SAMUELS HALL

RENOVATION

United States Merchant Marine Academy

300 Steamboat Road

Kings Point, NY 11024

US Department of Transportation /

Maritime Administration

1200 New Jersey Avenue S.E.

Washington, DC 20590

BID SET

NOV. 06, 2018

DCM 16-609

URBAN ENGINEERS

Two Penn Plaza, Suite 1103 NY 10121

212.736.9100 (ph) 212.736.9101 (fax)

CP DM

KEY PLAN:

A-803

WINDOW DETAILS

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

1 WINDOW @ EXISTING MASONRY

SECTION VIEW 3/A-403, 2/A-602 A-803

2 WINDOW @ 0 DECK

SECTION VIEW 2/A-602

7 TYPICAL CURTAIN WALL @ BASE

SECTION VIEW 3/A-600

6 TYPICAL CURTAIN WALL @ SLAB

SECTION VIEW 3/A-600, 3/A-602

3 TYPICAL CURTAIN WALL @ ROOF

SECTION VIEW 3/A-600

4 CURTAIN WALL @ ENTRANCE

PLAN VIEW 2/A-700 A-803

5B TYP. CURTAIN WALL @ ENTRANCE

SECTION VIEW 1/A-602

5A TYP. CURTAIN WALL @ CANTILEVER

SECTION VIEW

6" 12"4"2"

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

06" 12"4"2"

0 6" 12"4"2"

5" 1 2"

RESILIENT TRANSITION STRIPREDUCER STRIP

12C 12D

CONCRETE SLAB, WOOD OR

TERRAZZO FINISH

REDUCER STRIP COLOR AS

SELECTED BY ARCHITECT

VINYL OR SHEET FLOORING

VINYL OR SHEET FLOORING OVER

CONCRETE SLAB

TRANSITION STRIP COLOR AS

SELECTED BY ARCHITECT

CARPET

HSS 8x4

1" THIN BRICK VENEER

W18x46

(2) MC18x42.7

EQEQ

SF2SF1

S-1

CW2CW2

CW4

2'-103 4"2'-103

4"2'-43 4" 3'-31

8"3'-21 2"3'-01

2" 2'-103 4" 2'-103

4" 2'-37 8" 3'-101

2"3'-101 2"3'-4" 3'-41

4" 3'-41

4" 3'-15

7'- 5"

MOVABLE PARTITION TYPES

MP-1 MP-2 MP-3 MP-4 MP-5

EXPANDABLE HANDLE ACCESS HOLE

HAND PULL "L"

EXPANDABLE HANDLE

ACCESS HOLE

HAND PULL "R"

CW5

0"U

CW7CW7

NOTE: PACK H.M. FRAME JAMB

STUDS w/ SOUND ATTENUATION

BATTS AS PER PARTITION TYPE

8" JAMB TYPE J1: 35

8" STUD w/ 5 8 " GWB BOTH SIDES

5 8"

8" JAMB TYPE J2: 6" CMU

2"2"5 8"

NOTE: PACK H.M. FRAME JAMB

STUDS w/ SOUND ATTENUATION

BATTS AS PER PARTITION TYPE

8" HEAD TYPE H1: 35

8" STUDS w/ 5 8" GWB BOTH SIDES

8" JAMB TYPE J3: 4" CMU + 7 8" FURRING + 5 8" GWB

2"2"

H.M. FRAME

SEALANT AT BOTH SIDES

BOXED HEADER

H.M. FRAME

GROUT FILLED CMU CELL

JAMB ANCHORS, MIN. 3 PER SIDE

H.M. FRAME, GROUT FILLED

WOOD BLOCKING

8" GWB ON 7 8" METAL FURRING

13 8"

8" JAMB TYPE J4: 6" CMU

2 14"

H.M. DOUBLE EGRESS FRAME,

GROUT FILLED

2 14"5 8"

25 8"

@ 8" CMU

@ 6" CMU

@ 3

" STUD + GWB PARTITION

@ 6" STUD + GWB PARTITION

8" 6" CMU

8" @ 8" CMU

8" 5

H2 H3

Y b

8" CMU LINTEL

SEALANT

AT BOTH SIDES

4" H.M. DOOR HEAD

H.M. JAMB BEYOND

4" H.M. HEADER

STEEL ANGLE LINTEL, REFER

TO STRUCTURAL GENERAL

NOTES FOR STEEL SIZES

8" GWB ON 7 8" METAL FURRING

8" 5

6" CMU LINTEL

2 14"5 8"

H.M. DOUBLE EGRESS FRAME,

2 14"

25 8"

CW6

F 7"

INS

EQ.EQ.

SEE

SCHED.

3'-

E N

E 1

'D' NOT USED

E N

E 1

3'-

4"2"

SCHEDULE

8" 2'-

SCHED.

SEE SCHED. SEE SCHED.

SCHED.10" 8"

SEE SCHEDULE

1'-

SEE SCHEDULE

EQ EQ

1'-8"

5'-

DOOR SIGNAGE

12"x18" METAL LOUVER;

REFER TO SPECIFICATION

SECT. 10200

DOOR TYPES

SEE SCHEDULE 2"

5 6

SEE SCHEDULE2" 2"2"

3'-0"

1'-0"

2" 2" 2"SEE

2" 2" SEE SCHEDULE 2"

CH/DM DM

ARCH E1 1/8" = 1'-0"

A-901

SF-1 SF-2 CW4 CW2 CW1

= SAFETY GLAZING

= PREFINISHED SPANDREL PANEL

= FIRE RATED

4'-211 16"

CW3

FED

3'-1013

1'-3 3

11'-9 5

9'-4 3

9'-51

7'-3" 21

7'-3"5'-83 8" 5'-83

8"6'-10 7

11'-05

1'-113

11'-6"

2'-2"

7'-51

1'-101

3'-85 8" 6' 3'-85

8" 3'-85

29'-11 9

3'-85 8"3'-85

8" 3'-85

19'-8"

EXISTING M.O. (V.I.F)EXISTING M.O. (V.I.F)

3'-4" 4'-8 9

6' 101 2"101

9'-111

2'-111

10'-31

8'-4"

7'-111

1'-97 8" 21

11 9

6'-0"

10'

1'-8"1'-8"

6'-93

3'-101

6'-10" 10'-4"

10'-4"

4'-7"

6'-10"

1'-6"

8'-5"

7'-13

3'-1"

5'-10"

3'-81

CW6

10'-81

4'-45

10'-10"

4'-315 16" 4'-37

8" 4'-33

3'-1013 16" 3'-1013

16" 3'-8 3 16" 3'-615

1'-3 3 16" 21

7'-6 9

9'-71

44'-8 3 16"17'-117

1'-8 3

L M

8'-2" 12'-2"

1'-6" 3'-10" 3'-10"

SAME AS EXTERIOR WINDOW EXCEPT

WITH NON-OPERABLE PANES.

4'-9"

1'-63

4" 5'-4"4'-1"1'-11" 2' 3'-8"1'-11" 1'-11"

5'-4"2' 2'

FINISHED FLOOR PLANE

CW7

3'-7"

13'-83

2'-2"

6'-6"

4" 4'-1"1'-11"

10'

4" 5'-4"2'

3'-111

N O

2'-11"

2'-81

2'-1 7

3'LEGEND

ABBREVIATIONS

= PAINTED

= FACTORY FINISH TO MATCH ARCHITECTS PAINT CHOICE

= ALUMINUM

= WOOD

DATE:

a a l a t o j e c i e n l l a b o r a t c h i t e c g i n e e

N.Y. License: 032575-1 a g

Do not scale drawings: Contractors shall verify all dimensions prior to construction, and bring any

The Contractor shall make no structural changes or substitutions without the written approval of the Architect.

v i s i o w

I n f

DRAWN BY: CHK BY:

N.Y. License: 085477-1

339 N Front Street, Camden NJ 08102

Telephone: 856.479.9101 info@dcm-ae.com

Facsimile: 856.757.0082 www.DCM-AE.com

RENOVATION

United States Merchant Marine Academy

300 Steamboat Road

US Department of Transportation /

Maritime Administration

1200 New Jersey Avenue S.E.

Washington, DC 20590

BID SET

NOV. 06, 2018

DCM 16-609

URBAN ENGINEERS

Two Penn Plaza, Suite 1103 NY 10121

212.736.9100 (ph) 212.736.9101 (fax)

DOOR, WINDOW, MP

FRAME

TYPE

DOOR

NUMBER

DOOR LOCATION

FIRE RATING IN

MIN. / LABEL

WIDTH THKHEIGHT FINISHTYPE MAT'L

HEAD

DETAIL

JAMB

PAINTMAT'L FINISH

DOOR DESCRIPTION

STAIR TOWER 1

INSTRUCTOR ROOM 103

A 1 PT

3'-0" 7'-0"

1-3/4"

A 5

MECHANICAL ROOM 102

CLASSROOM 2 105

CLASSROOM 3 106

CLASSROOM 4 108

CLASSROOM 5 111

VESTIBULE DOOR 101

CLASSROOM 6 112

INSTRUCTOR ROOM 113

JANITOR'S CLOSET 114

CLASSROOM 7 116

CLASSROOM 8 117

COMMONS C ENTRY 2 C103

STAIR TOWER 2

LOBBY ENTRY 201

LECTURE HALL 202

LECTURE HALL 202 6'-0"

AUTOMATION SYSTEMS LAB 204

JANITOR'S CLOSET 207

STORAGE 208

MDC ROOM 209

SIM LAB MTL3 ROOM 301

SIM LAB MTL2 ROOM 302

SIM LAB MTL1 ROOM 303

TGS (SMDSS) ROOM 305

IT ADMIN 310

INL SERVER ROOM 309

4'-0"

DOOR SCHEDULE

ST-1-100

CLASSROOM 1 104

THE FORUM 107

107.1

WC WOMEN 109

WC MEN 110

STORAGE 115

ST-2-100

COMMONS C ENTRY C103

C103.2

C103

STAIR TOWER 1ST-1-200

LECTURE HALL 202202

202.1

202.2

202.3

202.4

202.5 LECTURE HALL 202

WC WOMEN 205

WC MEN 206

FULL MISSION I 212

FULL MISSION II 210

STORAGE 214214

ST-2-200

ST-1-300

WC WOMEN 306

WC MEN 307

SIM LAB INL 2 RM. 315315

SIM LAB INL 1 RM. 314

COMMONS B C302C302

ST-2-300

5'-0"

E ST-1-400

400 MECHANICAL ROOM 400

MECHANICAL ROOM 401

7'-0"

8'-0"

F ALUM. FF 4/A-803 SF- ALUM. FF

E WD H2ST J2 2 HM FF

ALUM

90 MIN.

45 MIN.

ALUM.

5B/A-803

SF-2

H1 J1

H2 J2

CW-1

ALUM

H1H1

J2 2

A90 MIN.

HM PT

PAINT

THRESHOLD

JANTIOR'S CLOSET 308

OFFICE 311

OFFICE 312

OFFICE 313

STORAGE 317

HVAC CLOSET 316316 1 HM PT3'-0"

7'-0" 1-3/4" A WD

C103.1 COMMONS C LOBBY C103 6'-0"

7'-0" 1-3/4" F ALUM. FF H2 J2 SF-2 ALUM. FF

ME ROOM 318318

3'-0" 7'-0"STAIR TOWER 1ST-1-100.1 HM1-3/4" 90 MIN. A ST H2 J2 1 HM PT

3'-0" 7'-0" 1-3/4" A WD H1 J1 1 HM PT

201.1 LOBBY 201 6'-0" 1-3/4" F ALUM FF 5B/A-803 4/A-803 SF-37'-2"

PAINT TO BE PT-5

PAINT TO BE PT-4

SIM LAB MFMS STORAGE 213A213.1 3'-0" 7'-0" 1-3/4" A WD H1 J1 1 HM PTPT PAINT TO BE PT-5

6'-0"FULL MISSION II 210210.1 7'-0" 1-3/4" C WD H1 J1 3 HM PTPT PAINT TO BE PT-5

VBSS CONTROL 216216 3'-0"

7'-0" 1-3/4" A WD H2 J2 2 HM PTPT PAINT TO BE PT-4

VBSS DEBRIEF 217217 3'-0" 7'-0" 1-3/4" A WD H2 J2 2 HM PTPT PAINT TO BE PT-4

STORAGE 218218 3'-0" 7'-0" 1-3/4" A WD H1 J1 1 HM PTPT PAINT TO BE PT-5

ME ROOM 219219 3'-0"

7'-0" 1-3/4" A WD H1 J1 1 HM PTPT PAINT TO BE PT-5

MINI BRIDGE 215215 3'-0"

7'-0" 1-3/4" A WD H1 J1 6 HM PTPT PAINT TO BE PT-4

SIM LAB MFMS 213213 3'-0"

7'-0" 1-3/4" A WD H2 J2 6 HM PTPT

CLASSROOM 5 111 3'-0"111.1 7'-0" 1-3/4" A WD H2 J2 2 HM PTPT PAINT TO BE PT-4

INSTRUCTOR'S ROOM 211211 2'-10"

7'-0" 1-3/4" A WD H1 J1 1 HM PTPT PAINT TO BE PT-5

INSTRUCTOR'S ROOM 211211.1 2'-10" 7'-0" 1-3/4" A WD H1 J1 1 HM PTPT PAINT TO BE PT-5

INSTRUCTOR'S ROOM 211211.2 2'-10" 7'-0" 1-3/4" A WD H1 J1 1 HM PTPT PAINT TO BE PT-5

IT ADMIN CLOSET 6'-0"310.1 7'-0" 1-3/4" HMC WD H1 J1 3 PTPT PAINT TO BE PT-5

HVAC CLOSET 319319 3'-0" 7'-0" 1-3/4" A WD H1 J1 1 HM PTPT PAINT TO BE PT-5

6'-6"

1'-6"

1'-8" 1'-8"

8'-6"

5'-8"

2" 2"

4'-8"

8'-6"

8'-3"

2'-4"

EXISTING M.O. (V.I.F)

EXISTING M.O. (V.I.F) EXISTING M.O. (V.I.F)

M.O.

3'-3"

4'-3"

3'-51

= BLAST RESISTANT GLAZING- FRAGMENT RETENTION FILM

4" 4'-1"1'-11"

10'-4"

4" 5'-4"2' 2'

4'-01

1 03.27.2019 EMERGENCY/SECURITY

image3.emf

H-102-10.31.19.pdf image1.emf

19.10.14 TEMP PARTITION SKETCH.PDF

EXIST. CEIL.

+9'-0" (V.I.F.)

3/4" = 1'-0"

TEMPORARY CONSTR. BARRIERT1

2'-6" MIN.

60°

HEAD

BASE

CONT. 12" MAX ACOUSTICAL /

SOUND OR SMOKE SEALANT (TYP.)

BOTTOM STUD TRACK

GWB CONT. TO DECK

DEEP LEG DEFLECTION TRACK

(2) LAYERS 5 8" TYPE 'X' GWB

APPLY DOUBLE SIDED,

CONTINUOUS FOAM TAPE

UNDER FLOOR TRACK

3-5/8" DIAG. KICKERS AT EACH STUD

NOTE: 2 LAYERS 58" GYPSUM

WALLBOARD (TYPE X)

REQUIRED ON BOTH SIDES

OF PARTITION

3-5/8" METAL STUDS @ 24" O.C.

PLAN

3 5 8" METAL STUD @ 24" O.C.

3 12" FRICTION-FIT ACOUSTIC BATT

EXISTING CONCRETE SLAB

339 North Front Street, Camden, NJ 08102 Telephone: (856) 479-9101 Facsimile: (856) 757-0082 info@dcm-ae.com www.DCM-AE.com

Do not scale drawings; Contractor shall verify all dimensions prior to construction and shall bring any

Sketch Name: Date:

Scale: Drawing Ref.

Sketch No.:

PSK −

RENOVATION

United States Merchant Marine Academy 300 Steamboat Rd.

DCML 16-609

19.10.14

---3/4" = 1'-0"

OCT. 14, 2019

WIDTH INSUL. SOUND

STUD OVERALL Y/N RATING TEST

3-5/8" 6-1/8" Y STC-54 RAL-TL-11-176

Sheets and Views

Sketch Letter (8.5x11) image2.emf

File details come from the government source that posted it. Updated Nov 13, 2019.