MICU_Bid Drawings.pdf

PDF 759 KB Posted Aug 28, 2023

Attached to: N059--RTLS Data Drops Installation Federal contract opportunity
Solicitation number: 36C24123Q1066
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Dec 21, 2023

This document contains construction drawings and specifications for a medical facility renovation project. The drawings depict demolition plans, new construction details, and wall types for renovating patient wards to increase patient privacy at the 1400 VFW Parkway location in West Roxbury, Massachusetts. Key project details include installing new walls, doors and finishes; upgrading mechanical, electrical and plumbing systems; and reconfiguring room layouts to meet privacy requirements. The solicitation number and opportunity type were provided for context only and did not contain any information on products or services being procured.

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Other files for this federal contract opportunity

Other files attached to N059--RTLS Data Drops Installation, newest first.
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WR-02-0G.pdf	PDF	Aug 28, 2023
WR-02-03.pdf	PDF	Aug 28, 2023
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WR-03-0G.pdf	PDF	Aug 28, 2023
WR-01-04.pdf	PDF	Aug 28, 2023
Past Performance Worksheet.xlsx	XLSX spreadsheet	Aug 28, 2023
36C24123Q1066_1.docx	DOCX document	Aug 28, 2023

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• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR A RESOLUTION. ADJUSTMENTS TO DIMENSIONS AND CONDITIONS SHOWN MAY BE

REQUIRED.

• ALL DIMENSIONS ARE REFERENCED FROM FACE OF STUD AT NEW CONSTRUCTION UNLESS

OTHERWISE NOTED. DIMENSIONS ARE REFERENCED FROM FACE OF MASONRY OR CENTERLINE OF

COLUMN AT EXISTING CONSTRUCTION.

• ALL DIMENSIONS INDICATED +/- ARE APPROXIMATE AND MUST BE FIELD VERIFIED PRIOR TO THE

START OF CONSTRUCTION.

• "PROVIDE" SHALL MEAN TO SUPPLY, FURNISH, AND INSTALL COMPLETE WITH ALL REQUIRED

ACCESSORIES, PARTS, AND/OR SERVICES TO BE READY FOR ITS INTENDED USE.

• THE CONTRACTOR SHALL PATCH ALL EXISTING SURFACES WHERE AFFECTED BY CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO PLUMBING, MECHANICAL, AND ELECTRICAL WORK.

• THE CONTRACTOR SHALL PATCH NAIL HOLES, ETC, AND REMOVE MISCELLANEOUS APPURTENANCES

ON EXISTING WALLS TO BE REFINISHED.

• ALL EXISTING FLOORING MATERIALS WHICH ARE TO REMAIN IN PLACE SHALL BE COMPLETELY

CLEANED AND STRIPPED OF WAX IN ORDER TO RECEIVE NEW FINISHES.

• ALL NEW WORK SHALL ALIGN WITH EXISTING WHERE THEY INTERSECT UNLESS OTHERWISE NOTED.

• WHERE NEW CONSTRUCTION ABUTS OR ADJOINS EXISTING CONSTRUCTION TO REMAIN, ALIGN NEW

WORK SURFACE WITH EXISTING ADJACENT SURFACE.

• THE CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES WHICH WERE PREVIOUSLY

DAMAGED PRIOR TO CONSTRUCTION OPERATIONS IF VISIBLE AFTER NEW WORK IS COMPLETE,

REGARDLESS IF THE ITEM WAS SPECIFICALLY NOTED OR NOT.

• THE CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WATERTIGHT CONDITION AND TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE BUILDING AND ITS OCCUPANTS DURING THE ENTIRE

CONSTRUCTION PERIOD.

• EXISTING WALL FINISHES TO BE VERIFIED AND PREPPED ACCORDINGLY FOR NEW FINISHES

SCHEDULES - BY CONTRACTOR.

• CONTRACTOR SHALL PROVIDE BARRIERS TO PREVENT ENTRY TO THE CONSTRUCTION AREA.

BARRIERS SHALL NOT INTERFERE WITH THE OWNERS USE OF THE SITE.

• THE CONTRACTOR SHALL PROVIDE NEGATIVE PRESSURE IN THE AREA OF RENOVATION TO PREVENT

THE SPREAD OF DUST TO OCCUPIED AREAS OF THE BUILDING.

• ACCESS DOORS AND CORRIDOR DOUBLE DOOR ROUGH OPENINGS TO HAVE MINIMUM 0.0329" (33 MIL)

GAUGE STUDS OR STRUCTIRAL METAL STUDS.

• THE CONTRACTOR SHALL SUPPLY THE NECESSARY BLOCKING BEHIND ALL WALL MOUNTED ITEMS.

• ALL NOTES, REMARKS AND/OR SCHEDULES ON THIS SHEET ARE FOR THIS ONLY U.O.N.

• SEE SHEET AE605 "SIGNAGE PLAN" FOR ROOM NUMBERS TO GENERATE SIGNAGE SCHEDULE

GENERAL NEW WORK NOTES

1. EXISTING 2" FLOOR EXPANSION JOINT. PROVIDE NEW JOINT COVER. SEE

2. PROVIDE FEC AND FIRE EXTINGUISHER. SEE ELEVATIONS ON SHEET AE801 FOR MOUNTING HEIGHTS.

3. SEAL ALL WALL, CEILING, AND FLOOR PENETRATIONS.

4. PROVIDE FLOOR DRAIN FOR SHOWER AT THIS LOCATION. SLOPE FLOOR 1/8" PER FOOT TO DRAIN. SEE

PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

5. DENOTES TEMPORARY FIRE RATED DOOR AND ICRA HARDWALL BARRIER-1 HR FIRE RATED PARTITION.

WALL TO BE: 5/8" TYPE "X" GWB BOTH SIDES OF 3-5/8" MTL STUDS AT 16" OC, EXTEND TO DECK/SLAB ABOVE WITH FIRE RATED SEALANT AT TOP AND BOTTOM CONNECTIONS ON BOTH SIDES FOR 1 HOUR RATED. PAINT AND FINISH EXPOSED SIDE, SEAL TIGHT AROUND ALL PENETRATIONS. ( WALL TYPE M3_1 SEE WALL SCHEDULE).ICRA TEMPORARY FULL HEIGHT PARTITION DEMOLITION AFTER THE COMPLETION

OF NEW WORK.

6. PROVIDE TEMPORARY 3/4" HOUR RATED 4'-0" DOOR FRAME AND HARDWARE. PROVIDE 1-1/2 PAIRS OF HINGES, CLOSER AND CLASSROOM (FB4) LOCKSET. AUTOMATIC DOOR BOTTOMS AND RUBBER SEALS TO

PREVENT MOVEMENT OF DUST

7. CONTRACTOR TO PROVIDE A PLASTIC DUST PARTITION IN FRONT OF EXISTING STAIR DURING

CONSTRUCTION.

8. SEMI RECESSED ELECTRIC WATER COOLER, SEE PLUMBING DRAWINGS FOR DETAILS.

9. PROVIDE NEW WINDOW SILL AT THIS LOCATION. SEE 6 / AE601

10. CONTRACTOR ACCESS TO FLOOR. PROTECT ELEVATOR.

11. ALIGN STUD WITH FACE OF COLUMN.

12. PROVIDE 2" WALL EXPANSION JOINT. SEE 18 / AE601

13. EYEWASH STATION, PROVIDE PLUMBING CONNECTION.

NEW WORK NOTES#

/13 AE601

222120191813 14 15 16 17

J.1

13.1

H.5

H.8

F.7

433 429

435 431

M351

M3B

M351

M351M351

M351

M3B

M351_2

M351 M351 M351

M3BM3B

M351

M3B

M351

M3BM3B

M3B

M351

M3B

M351

M356_1

M351

M351 M351

M351

M356_1

M351

M351 M351

M351_1

M351

M351_1

M351_C

M351

M3B

M351M351

M351

436437

M351

CLEAR

8' - 0"

428430432434436437438

433 429 427 417 416C

416B

416A

ST7-4

M351_C

C1B

M1B

M1B M1B M1B

M1B

M6B

12.3

M351

M1B

MATCHLINE

AE201

C1C

408A

C2A

C2B

C1A

NIC

CLEAR

8' - 0"

M1B

± 12' - 10 7/8" 8' - 5 1/2" 7' - 0 1/2" 6' - 6 3/8"

3' - 6 3/8"

M1BM3B

M1B

3' - 1"

1' - 8"

M351

M351_1

M6B

2' - 10 5/8"

6' - 1 1/2"

4' - 3 1/2"

1' - 0 3/4"

10' - 8 3/8"

2' - 7 1/8"

14' - 6 1/8"

1' - 6 1/2"

± 7' - 3 1/8"

3' - 8 5/8"

1' - 5"

1' - 10"

3' - 2" ± 4' - 0" 5' - 3"

10"

± 5' - 9" 2' - 0" 1' - 10"

5' - 0" 14' - 9 1/2"

3' - 0" 3' - 6 5/8"

3' - 0" 1' - 2 1/4"

5' - 1 5/8"

3' - 0"

3' - 6 1/4"

C L E

A R

M3BM3B

M351

M351 M1B

408A

408B

M6B

3' - 0 1/2" 1' - 8 1/8"

" 6' - 4 1/4"

3' - 7 9/16"

1' - 10 3/4"

6' - 5 1/8"

M351_1

999999

ST8-4

AE101

M3B

M351_2

M351

M1B M6B

M3BM3BM3BM351

M3B

M351

M3BM3BM3B

M6B

ETR

M3B

M1B

4' - 2 3/4"

M6B

M1B

ETR

1' - 4 3/4"

8 1/2"

1' - 10 5/8"

4' - 6 5/8"

M3B

/1 AE701

/1 AE702

M A

C H

M A

C H

ETR

NIC

1' - 7"

3' - 0"11' - 8 1/2"

M1B

3 5/8" MTL STUDS, TYP.

5/8" PTD GWB

CORNER GUARD, TYP.

ALIGN FACE OF

STUD WITH FACE

OF COLUMN

6 11/16"

ALIGN FACE OF

STUD WITH FACE

OF COLUMN 3 5/8" MTL STUDS

10"

5/8" GWB

CORNER GUARD, TYP.

F.7

5/8" GWB, TYP.

2 1/2" MTL STUDS

ALIGN EDGE OF STUD

WITH FACE OF

COLUMN

CORNER GUARDS, TYP.

6" 6"

6" MTL STUDS

3 5/8" MTL STUDS

5/8" GWB

CORNER GUARDS, TYP.

ALIGN FACE OF STUD

WITH FACE OF

COLUMN

ALIGN FACE OF STUD

WITH FACE OF

COLUMN

6" 6"

ALIGN FACE OF STUD

WITH FACE OF COLUMN

ALIGN FACE OF STUD

WITH FACE OF COLUMN

3 5/8" MTL STUDS

6" MTL STUDS

3 5/8" MTL STUDS

5/8" GWB

CORNER GUARDS, TYP.

1661 WORCESTER ROAD SUITE 501

FRAMINGHAM, MA 01701

+1 508.624.7766

WWW.JENSENHUGHES.COM

NO.

A I

N I

FOHTLA

E W

N O

M M

C JOSEPH H. TROST

ARCHITEC

Revisions Date Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th i n c h o n e f o o t

F th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

NO. DESCRIPTION DATE

www.pfa-architect.com

ARCHITECTURE, PLANNING, INTERIORS

World Trade Center 101 West Main Street, Suite 7000 Norfolk, VA 23510

Phone:

757-471-0537 Fax: 757-471-4205

PF&A DESIGN

"FULLY SPRINKLERED"

Department of

Veterans Affairs

BID DOCUMENTS - FOR CONSTRUCTION

KEY PLAN

AREA OF WORK

PLAN NORTH

ACTUAL

NORTH

N.T.S.

AE101

JHT SAH

OVERALL NEW WORK PLAN - FOURTH

FLOOR

523A4-12-201

RENOVATE WARDS FOR

PATIENT PRIVACY

1400 VFW PKWY, WEST ROXBURY, MA 02132

07-01-2020

WALL TYPE SCHEDULE

TYPE STC DESCRIPTION

FIRE

RATING UL REMARKS

M1B N/A 1 5/8" METAL STUDS AT 16" O.C. MAX. 5/8"

GWB ONE SIDE. EXTEND GWB 4" ABOVE

CEILING. FASTEN STUD TO UNDERSIDE OF

DECK.

M2B N/A 1 5/8" METAL STUDS AT 16" O.C. MAX. 5/8"

GWB ONE SIDE. EXTEND GWB 4" ABOVE

CEILING. FASTEN STUD TO UNDERSIDE OF

DECK.

M3 N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8"

GWB BOTH SIDES. EXTEND GWB TO 4" ABOVE

FINISHED CEILING. ANCHOR STUDS TO

UNDERSIDE OF DECK OR STRUCTURE ABOVE

AT 48" O.C. MAX

M3B N/A 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8"

GWB ONE SIDE. EXTEND WALL ASSEMBLY TO

4" ABOVE FINISHED CEILING.

M6 N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB

BOTH SIDES. EXTEND GWB TO 4" ABOVE

FINISHED CEILING. ANCHOR STUDS TO

UNDERSIDE OF DECK OR STRUCTURE ABOVE

AT 48" O.C. MAX

M6B N/A 6" METAL STUDS AT 16" O.C. MAX. 5/8" GWB

ONE SIDE. EXTEND GWB TO 4" ABOVE

FINISHED CEILING. ANCHOR STUDS TO

UNDERSIDE OF DECK OR STRUCTURE ABOVE

AT 48" O.C. MAX

M351 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" GWB

BOTH SIDES. PROVIDE 3" MINERAL WOOL.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF

DECK ABOVE

- - PROVIDE SOUND INSULATION WHERE COMPONENTS MEET

DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER

AND HEAD PRIOR TO INSULATION OF GWB. PROVIDE

ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS.

M351_1 51 3 5/8" METAL STUDS AT 16" O.C. MAX. WITH 2

LAYERS OF 5/8" FIRE RATED GWB BOTH

SIDES. PROVIDE 3" MINERAL WOOL. EXTEND

WALL ASSEMBLY TO UNDERSIDE OF DECK

ABOVE

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. MAX. READING

"1HR FIRE RATED PARTITION" AS REQUIRED BY BUILDING

CODE. PROVIDE INSULATION WHERE COMPONENTS MEET

DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER

AND HEAD PRIOR TO INSTALLATION OF GWB. PROVIDE

ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS.

M351_2 49 3 5/8" METAL STUDS AT 16" O.C.MAX. 2

LAYERS 5/8" FIRE RATED GWB BOTH SIDES.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF

DECK ABOVE.

2 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "2 HR

SMOKE BARRIER" AS REQUIRED BY BUILDING CODE. PROVIDE

INSULATION WHERE COMPONENTS MEET DECK ABOVE.

M351_C 51 3 5/8" METAL STUDS AT 16" O.C.MAX. 5/8" GWB

BOTH SIDES. PROVIDE 3" MINERAL WOOL.

EXTEND WALL ASSEMBLY TO UNDERSIDE OF

DECK ABOVE

SMOKE

PARTITION

- PROVIDE 1" STENCILED TEXT EVERY 8' O.C. READING "SMOKE

PARTITION" AS REQUIRED BY BUILDING CODE. PROVIDE

INSULATION WHERE COMPONENTS MEET DECK ABOVE.

PROVIDE ACOUSTICAL SEALANT AT RUNNER AND HEAD PRIOR

TO INSTALLATION OF GWB. PROVIDE ACOUSTICAL SEALANT

AT ALL WALL PENETRATIONS.

M351B 51 3 5/8" METAL STUDS AT 16" O.C. MAX. 5/8"

GWB ONE SIDE. EXTEND WALL ASSEMBLY TO

4" ABOVE FINISHED CEILING.

- - PROVIDE SOUND INSULATION WHERE COMPONENTS MEET

DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER

AND HEAD PRIOR TO INSULATION OF GWB. PROVIDE

ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS.

M356_1 56 3 5/8" METAL STUDS AT 16" O.C. MAX. WITH 2

LAYERS OF 5/8" FIRE RATED GWB BOTH

SIDES. PROVIDE 3" MINERAL WOOL. EXTEND

WALL ASSEMBLY TO UNDERSIDE OF DECK

ABOVE

1 HR U419 PROVIDE 1" STENCILED TEXT EVERY 8' O.C. MAX. READING

"1HR FIRE RATED PARTITION" AS REQUIRED BY BUILDING

CODE. PROVIDE INSULATION WHERE COMPONENTS MEET

DECK ABOVE. PROVIDE ACOUSTICAL SEALANT AT RUNNER

AND HEAD PRIOR TO INSTALLATION OF GWB. PROVIDE

ACOUSTICAL SEALANT AT ALL WALL PENETRATIONS.

1/8" = 1'-0"

OVERALL NEW WORK PLAN - FOURTH FLOOR

CONSTRUCTION ROOM NUMBERS

NUMBER NAME

425 PATIENT ROOM

426 TOILET

427 WAITING

428 HAC

429 ON-CALL

430 STOR

431 TOILET

432 OFFICE

433 ON-CALL

434 TOILET

435 TOILET

436 OFFICE

437 OFFICE

438 STOR

439 TOILET

441 TOILET

C1 CORRIDOR

C1A CHARTING

C1B CART ALCOVE

C1C EQUIPMENT STAGING

C2 CORRIDOR

C2A CHARTING

C2B SINK ALCOVE

C4 CORRIDOR

ST7-4 STAIR

ST8-4 STAIR

CONSTRUCTION ROOM NUMBERS

NUMBER NAME

401 EQUIPMENT

402 STOR

403 PATIENT ROOM

404 LOUNGE

405 TOILET

406 TOILET

407 TOILET

408 PATIENT ROOM - ISOL.

408A ANTEROOM

409 PATIENT ROOM

410 TOILET

411 SOILED

412 NURSE STATION

413 CLEAN

414 PATIENT ROOM - ISOL.

415 MED

416 ANTEROOM

417 ELEC

418 TOILET

419 PATIENT ROOM

420 PATIENT ROOM - ISOL.

421 NOURISHMENT

422 TOILET

423 TOILET

424 PATIENT ROOM

AE101 1 1/2" = 1'-0"

3 COLUMN BUMP DETAIL - C2A

AE101 1 1/2" = 1'-0"

4 COLUMN BUMP DETAIL - C2B

AE101 1 1/2" = 1'-0"

5 COLUMN BUMP DETAIL - C1A

AE101 1 1/2" = 1'-0"

1 COLUMN BUMP DETAIL - 412

AE101 1 1/2" = 1'-0"

2 COLUMN BUMP DETAIL - C1C

File details come from the government source that posted it. Updated Aug 28, 2023.