2020-12-02 4B Cardio - Amend_1 Drawings with Revisions.pdf

PDF 22 MB Posted Dec 4, 2020

Attached to: Z1DA--528A7-18-726 RENOVATE 4B FOR CARDIOLOGY
Solicitation number: 36C24220B0066
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity with the Department of Veterans Affairs for renovations to Cardiology Unit 4B. The solicitation number is 36C24220B0066 and concerns renovations specified in the drawings file "2020-12-02 4B Cardio - Amend_1 Drawings with Revisions.pdf." The opportunity type is a solicitation from the Veterans Health Administration Veterans Integrated Service Network 2 for project 528A7-18-726 to renovate Cardiology Unit 4B. The description provided indicates the solicitation concerns renovations to Cardiology Unit 4B but does not include any additional details on requirements, response timing, or award information.

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Other files

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528A7-18-726 Renovate 4B for Cardiology - Pre-bid RFIs - Response.docx	DOCX document	Dec 4, 2020
36C24220B0066 0001.docx	DOCX document	Dec 4, 2020
028211.10 Attach A - Environmental Assessment Report.pdf	PDF	Dec 4, 2020
Pre-bid Site Visit Sign In Sheet.pdf	PDF	Dec 4, 2020
36C24220B0066_3.docx	DOCX document	Nov 5, 2020
528A7-18-726 Renovate 4B for Cardiology - Drawings for Construction_01.pdf	PDF	Nov 3, 2020
NY202000026 9-25-2020.pdf	PDF	Nov 3, 2020
528A7-18-726 Renovate 4B for Cardiology - Drawings for Construction.pdf	PDF	Nov 3, 2020
36C24220B0066_2.docx	DOCX document	Nov 3, 2020
528A7-18-726 Renovate 4B for Cardiology - Specifications for Construction.pdf	PDF	Nov 3, 2020

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COVER SHEET

AND

DRAWING INDEX

GI001

ARFTMH

DESIGN RENOVATION

FOR 4B CARDIOLOGY

528A7-18-726

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Reviewed:

Drawing Title Project Title

Location

Building Number Checked

Project No.

DRAWING NO.

Drawn

Date

Approved: Project Director

Reviewed: Facility Director

Reviewed: Facility Manager

BID DOCUMENTS

FULLY SPRINKLERED

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE WHATSOEVER

WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0499-0126

Scient is ts | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

T. 781-275-6050 www.mabbett.com

1 AMENDMENT #1 2020-11-30

N O P Q

B426

B425B423B421

B424B422

B427

B418

B420

B419B417B415B413

B416 B410B408B406B404

B411

B436

B440

B442

B444

B446

B439

B441

B443

B445

B447

B437

B407 B409

B439A B413A

B416A

B414

B403

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

528A7-18-726

2020-10-26 o n e e i g h t h i n c o e f o t

F t h r e e i n c h e s o t o n e a d a l f i n c h e s o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Reviewed:

Drawing Title Project Title

Location

Building Number Checked

Project No.

DRAWING NO.

Drawn

Date

Approved: Project Director

Reviewed: Facility Director

Reviewed: Facility Manager

BID DOCUMENT

FULLY SPRINKLERED

ACTUAL

NORTH

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE WHATSOEVER

WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned

Small Business

S r v i c e

D i s a b l

V t e r a

O w n

S m a l l

B u s i n e s s

SDVOSB

CVE

MR PROJECT NO: 0499-0126

KEYPLAN

AREA

OF WORK

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180

T. 781-275-6050 www.mabbett.com

Mabbett

MFD DJA

HA-101

FOURTH FLOOR, WING-B

BUILDING-1

ASBESTOS ABATEMENT PLAN

REMOVE EXISTING WD BLOCKING

REMOVE EXISTING SSM WINDOW SILL & STOOL

EXISTING PRECAST CONCRETE

WINDOW SILL TO REMAIN

EXISTING ALUMINUM WINDOW SYSTEM TO REMAIN

WINDOW JAMB BEYOND

EXISTING BRICK VENEER, CMU AND

PLASTER FINISH TO REMAIN

N O P Q R S T U

B426

B425B423B421

B424B422

B427

B418

B420

B419B417B415B413

B416B410B408B406B404

B411

B436

B440

B442

B444

B446

B439

B441

B443

B445

B447

B437

B407 B409

B439A

B413A

B416A

B414

R01

R01 R01

R01

R01 R01

R01

R01 R01 R01

R01

R01 R01

R01

R01R01R01

R01

R01R01R01

R01 R01

R02

R02R02R02

R02

R02R02R02R02R02

R02

R02 R02

R02

R02 R02 R02 R02 R02

R02

R01

R16 R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16

R14

R16 R14 R16 R14 R16 R14 R16 R14

R16 R14 R16 R14

R16 R14 R16 R14 R16 R14 R16 R14R06R06R06

R06R06

R06R06R06R06

R06R13

R06

R13

R06

R06 R06 R06 R06

R06 R06 R06

R06

R01

R01 R01 R01

R01 R01

R01

R01 R01

R01

R06

R01

R06

R01

R01R01

R01

R06

R04R03R04R03R04R03

R04R03

R04R03R04R03R04R03R04R03R04R03R04R03R04R03

R04R03

R04R03 R04R03

R04R03 R04R03 R04R03 R04R03

R04R03 R04R03

R04 R07

R04 R07 R04 R07

R04 R07

R01

R01 R01

R13

R09

R05

R13

R08

R06

R08

R02

R04R03 R04R03

R04R03

R01

R15

R06

R10R10R10

R10R10

R10R10R10R10

R10

R10 R10 R10 R10

R10 R10 R10

R10

R12

R02

EXISTING FLOOR

EXISTING WALL

PORTION OF TERRAZZO

COVE TO BE REMOVED

REMOVE COMPLETELY AND

FILL FOR FLUSH FINISH AT

WALLS TO BE REMOVED

1. THE CONTRACTOR SHALL NOT CONSIDER DEMOLITION AND ALTERATION NOTES TO BE ALL-INCLUSIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILL THE DESIGN INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. ANY WORK NOT SPECIFICALLY SHOWN OR NOTED, BUT IS REASONABLY IMPLIED BY THE REMAINING DOCUMENTS WILL BE INCLUDED IN

THE CONTRACT.

2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS AND NOTIFY THE COR IMMEDIATELY IN WRITING OF ANY DEVIATION FROM CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS OR ITEMS NOT COVERED.

3. DASHED LINES ON DEMOLITION PLANS REPRESENT WALLS, DOORS, SOFFITS, CEILINGS, CASEWORK, ETC. TO BE REMOVED.

4. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH, MATCH SURFACES DISTURBED BY DEMOLITION OR REMOVAL OF EQUIPMENT OR UTILITIES.

PROVIDE PATCHING TO MATCH ADJACENT WORK IN FINISH, STRUCTURAL QUALITIES, COURSING OF MASONRY AND OTHER CHARACTERISTICS.

PATCH SURFACES TO COMPLY WITH FIRE RATINGS, SMOKE-TIGHT RATINGS, ACOUSTICAL CRITERIA AND OTHER PERFORMANCE CRITERIA INDICATED. PREPARE SURFACES AS NECESSARY TO PROVIDE A PROPER SUBSTRATE FOR SPECIFIED FINISH. REFINISH ENTIRE SURFACE CORNER TO CORNER AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT FINISH. ALL WORK SHALL REFLECT HIGHEST LEVEL OF INDUSTRY

STANDARDS FOR EACH TRADE.

5. ALL DEMOLITION SHALL BE PERFORMED IN A SAFE AND ACCEPTABLE MANNER TO ALL AUTHORITIES HAVING JURISDICTION AND THE OWNER. A FIRE

WATCH SHALL BE PROVIDED AS REQUIRED BY VAMC AND APPLICABLE CODES.

6. PROVIDE TEMPORARY PARTITIONS/DUST PROTECTION (RATED AND/OR NON-RATED) AS REQUIRED BY ICRA. REVIEW LOCATIONS OF TEMPORARY PARTITIONS/DUST PROTECTION WITH COR PRIOR TO START OF WORK. REFER TO ICRA & LIFE SAFETY PLANS.

7. HAZARDOUS MATERIAL NOTE: CONTRACTOR SHALL STOP WORK AND INFORM OWNER IMMEDIATELY IN WRITING OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR THOUGHT TO BE HAZARDOUS. COR, AFTER RECEIVING WRITTEN NOTICE, SHALL INSTRUCT CONTRACTOR HOW TO PROCEED.

8. ALL WORK SHALL BE DONE IN PROTECTED SPACE. NO DUST, DIRT OR LIQUID SHALL TRAVEL FROM CONSTRUCTION AREA TO ADJACENT AREAS.

TEMPORARY ICRA PARTITIONS SHALL BE ERECTED PRIOR TO COMMENCING WORK. REFER TO ICRA & LIFE SAFETY PLANS.

9. PRIOR TO ANY DEMOLITION THE CONTRACTOR SHALL COORDINATE BRACING AND MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING

ELEMENTS OF THE BUILDING AND ITS SYSTEMS AS REQUIRED.

10. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL. THOROUGHLY CLEAN ADJACENT AREAS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION WORK. BEFORE NEW WORK BEGINS, RETURN ADJACENT AREAS TO

CONDITION FOUND PRIOR TO START OF DEMOLITION WORK.

11. CONTRACTOR SHALL COORDINATE ARCHITECTURAL DEMOLITION DRAWINGS AND NOTES WITH MEP/FP DRAWINGS AND NOTES. PATCH OR REBUILD

ANY AREAS TO REMAIN THAT HAVE BEEN DISTURBED BY MEP/FP DEMOLITION.

12. CONTRACTOR SHALL REVIEW ALL ITEMS TO BE DEMOLISHED WITH COR TO IDENTIFY ANY ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.

13. ALL MATERIALS AND ITEMS REMOVED BY CONTRACTOR, UNLESS OTHERWISE NOTED, BECOME HIS PROPERTY AND ARE TO BE REMOVED FROM THE

SITE IN CLOSED CONTAINERS ON A DAILY BASIS OR IN MANNER ACCEPTABLE TO COR.

14. CONTRACTOR SHALL PREPARE FLOOR SLABS PER THE SPECIFICATION SO FINISH FLOORS ARE FLUSH WITH EACH OTHER AND PREPARED TO

ACCEPT NEW FINISH.

15. MAINTAIN ACCESS TO EXITS AND EXIT STAIRS AT ALL TIMES. FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES. PROTECT SMOKE DETECTORS AS REQUIRED AND IN CONFORMANCE WITH CODES AND LOCAL AUTHORITIES HAVING JURISDICTION.

16. PRIOR TO DEMOLITION, CONTRACTOR SHALL PERFORM A THOROUGH ABOVE-CEILING INSPECTION FOR EXISTING SERVICES THAT ARE TO REMAIN

AND NOTIFY COR IMMEDIATELY OF ANY CONFLICTS WITH INSTALLATION OF NEW WORK.

17. ALL DEMOLITION WORK SHALL BE DONE IN ACCORDANCE WITH PHASING PLANS. MAINTAIN 44" MINIMUM CLEARANCE AT ALL CORRIDORS AT ANY

GIVEN TIME.

18. AFTER DEMOLITION IS COMPLETED AND PRIOR TO THE START OF CONSTRUCTION WORK, CONTRACTOR TO INSTALL CEMENTITIOUS UNDERLAYMENT OVER THE ENTIRE SLAB IN THE PROJECT AREA APPROXIMATELY 6,415 SQ. FT. FILL/PLUG ALL HOLES WATER TIGHT PRIOR TO INSTALLING

UNDERLAYMENT.

REMOVE PIPE, SEE PLUMBING DWGS

16 GA POUR STOP

FLR TOPPING

FLR FINISH

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

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

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AD-101

4B DEMOLITION FLOOR PLAN

AND DETAILS

SCALE: 3/16" = 1'-0"

FLOOR PLAN 4B-DEMO

KEYED NOTES-DEMOLITION

NUMBER COMMENT

R01 REMOVE MASONRY & PLASTER WALL SYSTEM, PATCH/REPAIR ANY FLOOR AND/OR CEILING SUBSTRATE DAMAGED BY REMOVAL. PREPARE EXISTING SUBSTRATE TO REMAIN AS REQUIRED TO RECEIVE NEW FINISH WORK. INFILL SLAB W/ CONC TO FLUSH W/ EXIST AT WALL REMOVALS. ALL WALL MOUNTED ACCESSORIES SHALL BE REMOVED AND DISPOSED OF. CONSULT WITH COR PRIOR TO REMOVAL TO DETERMINE WHAT ACCESSORIES ARE TO BE SALVAGED. REFER TO HA SERIES FOR AREAS WHERE THESE MATERIALS REQUIRE SPECIAL HANDLING.

R02 REMOVE DOOR, HM DOOR FRAME, HARDWARE AND ALL ASSOCIATED FASTENERS IN THEIR ENTIRETY.

R03 REMOVE VCT AND MASTIC FROM FLOOR SUBSTRATE, PATCH/REPARE ANY DAMAGE ASSOCIATED WITH REMOVAL AND PREPARE EXISTING SUBSTRATE TO RECEIVE NEW FINISH WORK. REFER TO HA SERIES DRAWINGS FOR AREAS WHERE THESE MATERIALS REQUIRE SPECIAL HANDLING.

R04 REMOVE ACOUSTICAL CEILING TILE, ASSOCIATED GRID, GWB SOFFITS, AND SUPPORT HANGERS. PATCH AND REPAIR ANY DAMAGE ASSOCIATED WITH REMOVAL AT EXISTING WALLS TO REMAIN. PREPARE WALLS TO RECEIVE NEW FINISH WORK AT EXISTING WALLS TO REMAIN.

R05 EXISTING CMU WALL & ELECTRICAL PANELS TO REMAIN.

R06 WALL TO REMAIN, ALL WALL MOUNTED ACCESSORIES SHALL BE REMOVED AND DISPOSED OF. VERIFY WITH COR PRIOR TO REMOVAL TO DETERMINE

WHAT ACCESSORIES THE OWNER WOULD LIKE TO SALVAGE.

R07 REMOVE FLOOR TILE AND SETTING BED, INFILL CONCRETE SLAB TO BE LEVEL WITH SURROUNDING SLAB.

R08 REMOVE WALL TILE AND SETTING MATERIAL ON WALLS TO REMAIN. PREPARE WALL FOR NEW FINISH.

R09 REMOVE CASEWORK AND ASSOCIATED HARDWARE & FASTENERS.

R10 REMOVE WALL BASES AND ANY ADHESIVES AND RESIDUES.

R12 DOOR TO REMAIN. PREP DOOR TO RECEIVE NEW PAINT.

R13 CUT/GRIND EXISTING COVED TERRAZZO BASE TO BE SQUARE AND FLUSH W/ EXIST FLOOR & WALL TO REMAIN. SEE DRAWING B8/AD-101 FOR PORTION

OF TERRAZZO COVE TO BE REMOVED.

R14 REMOVE WINDOW TREATMENTS AND ALL ASSOCIATED SUPPORTS AND HARDWARE.

R15 REMOVE DOOR & HARDWARE COMPLETELY. DOOR FRAME TO REMAIN. DOOR FRAME TO BE REPAIRED AND PREPARED TO BE PAINTED.

R16 REMOVE SSM WINDOW SILL AND PREP SURFACES TO RECEIVE NEW SILL.

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

TERRAZZO COVE REMOVAL AT CORRIDOR WALLS

SCALE: NO SCALE

REMOVAL KEYED NOTES

SCALE: NO SCALE

GENERAL REMOVAL NOTES

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

WINDOW SILL REMOVAL

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

FLOOR PIPE PENETRATION INFILL

1 AMENDMENT #1 2020-11-30

N O P Q R S T U

SCREENING

B434

SCREENING

B435

HAC

B407

CLEAN STORAGE

B433

CLEAN LINEN

B431

EXAM/OFFICE

B427

EXAM/OFFICE

B425

READING RM

B423

TLT

B426A

EXAM/OFFICE

B424

EXAM/OFFICE

B422

ECHO RM

B421

ECHO RM

B419

ECHO RM

B417

CHF INFUSION

B413

PUBLIC TLT

B432

SOILED HOLDING

B411

STRESS/ECHO TEST

B414

STRESS/ECHO TEST

B416

SCHEDULE

B408A

CASE MGR

B410

RECEPTION

B408

WAITING AREA

B406

ELEC

B418

/SEEE1 AS-101

OXYGEN

B415

STAFF WORK AREA

B426

ELEC

B409

CORRIDOR

B400C

CORRIDOR

B400A CORRIDOR

B400B

B435

B433

B432

B431

B407

EXG2

B409 B411 B413

B415

B417 B419 B421 B423

B426

B426A

B424B420B418B416B414

STAIR 5

4S5

F/E CLOS

B412

B412 B410B408

B408A

EXG3

EXG1

SCOPES

CR CR

AS-202

AS-200 A5

AS-200 C3C1

AS-200D4

AS-200

AS-200D2

AS-200C6

AS-201

SHAFT 2

B424

1 A

7 A1 A

1 A

1 A 1 A

1 A

6 A

1 A 1 A

1 A

4 A

4 A4 A

1 A

5 A 5 A 5 A

1 C

1 A

2 A 2 A

2 A

2 A 2 A

2 A

1.1 A

5 A5 A

4 A

2 A

4 A

2 A

4 A

1 A

1 A 1 A 1 A

5 A1 A

2 A 2 A

2 A

2 A 2 A2 A

2 A

4 A

AS-200 D6

1' -1

'-1 0"

8" 8'

-4

6' -1

4" 6'

-6

1' -3

10'-2 1/4"2'-8 1/2"6'-2"3'-6"

5' -8

-0

8' -1

8" 8'

-7

3 1/8"9'-4 1/8" ±9'-9"9'-9"9'-9"2'-11 1/2"4'-7"4'-10 3/8"2'-0 3/4"4'-8"2'-1 3/8"7'-8 1/4"

3'-5 1/2" 5'-10 5/8"

'-7

-3

3' -4

-9

8' -0

9'-9 1/8"9'-9 1/8"9'-9 1/8"9'-11 1/4"9'-11 1/4"9'-11 1/4"9'-8 1/4"8'-5"13'-3 1/4"8'-9"5'-6 1/4"

'-8

-4

'-1

ALIGN

'-7

'-0

3' -8

19'-6"19'-6"19'-6"19'-1"13'-4"9'-8"13'-0"9'-2 1/4" ±

10'-5 1/4"

'-1

0" 9'

-7

/1 6"

'-1

'-3

122'-9 1/4"

8' -0

8 C 8 C 8 C 8 C8 C 8 C

2 A2 A2 A2 A

9 A

2 A2 A

7 A7 A

7 A

2' -0

-0

3' -0

-0

3' -6

1.1 A1.1 A

1.1 A

1.1 A1.1 A

B422

B425 B427

5 A

TYP

AS-400

TYP

AS-400

TYP

AS-400

1 C

7 C

1 C

AS-100

1' -5

4 A

5 A

6 A

AS-100

EXISTING LAUNDRY

CHUTE TO REMAIN

AS-100

AS-101

AS-200 D8

AS-200D6

AS-200 D6

EXISTING 14"x18" DUCT

TO REMAIN SEE HVAC

EXISTING 10"x10" DUCT

TO REMAIN SEE HVAC

2'-6"

6 A 1 A

EXG4S5

1.1 A

1.1 A1.1 A

1.1 A

1 A

4 A

7 A

7 A7 A7 A 7 A7 A7 A

7 A

8 C8 C 7 A

8 C8 C

8 C

2 A

4 A

7 A7 A

9'-2 1/4" ± 13'-0"

SIM

SIMSIM

SIM

EXISTING 10"x10" DUCT

TO REMAIN SEE HVAC

1.1 A

7 A

7 A 7 A

1.1 A

7 A

2' -6

EXAM/OFFICE

B420

7 A

7 A 7 A 7 A7 A

1 1

6 A

77 A

9A 9A

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO

THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE

DWG GC-101)

4. GENERAL CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN EFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED SMOOTH & FINISHED TO MATCH

ADJACENT SURFACE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONTRACT.

6. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN. KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL RENOVATION WORK. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING, ETC. WITH COR AS REQUIRED TO MAINTAIN CONTINUOUS OPERATION.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

CEILING WITH EXISTING MECHANICAL AND ELECTRICAL WORK TO REMAIN IN PLACE.

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL & HAZARDOUS MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES ALL PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

10. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO FINISH FACE OF WALL.

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER

INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. ALL PARTITIONS TO BE TYPE 1A UNLESS NOTED OTHERWISE.

CONTROL JOINT EACH SIDE

METAL TRIM EACH SIDE

VINYL WALL COVERING

1 A1 A

5 A

EXISTING STEEL &

CONCRETE COLUMN

CORNER GUARDS AT ECHO

& STRESS ECHO ROOMS

8 C

8 C 8 C

8 C

8"1' -1

FURRING AS REQUIRED

CORNER GUARDS AT ECHO

& STRESS ECHO ROOMS

4 A

6 A

1 A

1' -3

-3

2' -6

RUN RC-1 CHANNEL

CONTINUOUS ON THIS SIDE

30" WALL CABINET ABOVE 30" WALL CABINET ABOVE

EXISTING CONCRETE &

STEEL COLUMN

ø 2'-1 1/8"

" PRE-ROLLED & FINISHED .090"

ALUMINUM

ANCHOR SIDE

(FASTENED TO STUD)

VERTICAL BUTT JOINT

MTL STUD ANCHORED TO

EXISTING COLUMN

RECESSED BASE AND CAPITAL

DROP SIDE (KEY SLOT

ATTACHMENT TO ANCHOR)

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-100

PARTIAL 4B FLOOR PLAN &

DETAILS

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

PARTIAL 4B FLOOR PLAN - SOUTH

SCALE: NO SCALE

GENERAL PLAN NOTES

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

PLAN DETAIL @ TYP CORRIDOR COLUMN

KEYED NOTES-PLAN

NUMBER COMMENT

01 ALIGN NEW WALL WITH WINDOW JAMB UNLESS CHASE

CAN BE SMALLER.

02 COAT RACK, PROVIDE BLOCKING, SEE ELEVATIONS.

03 (3) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

04 (8) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

05 ALIGN 1/2" RC-1 CHANNELS. SEE DTL F2/AS-100

06 EXISTING WALL TO REMAIN.

07 COORDINATE FINAL WALL LOCATION WITH EXISTING

CONDITIONS IN FIELD. NEW WALL TO BE LOCATED AS

TIGHT TO EXISTING PIPES/DUCTWORK AS POSSIBLE.

COORD W/ C.O.R.

08 PAINT EXISTING DOOR.

SCALE: NO SCALE

GENERAL PLAN NOTES

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

PLAN DETAIL @ BACK TO BACK SINKS

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

PLAN DETAIL @ ROUND COLUMN

N O P Q

EXAM/OFFICE

B444

EXAM/OFFICE

B442

EXAM/OFFICE

B440

EXAM/OFFICE

B438

EXAM/CHF

B436

SCREENING

B434

EXAM/OFFICE

B445

EXAM/OFFICE

B443

EXAM/OFFICE

B441

EXAM/OFFICE

B439

PACER

B437

SCREENING

B435

CLEAN STORAGE

B433

/SEED1 AS-100

PUBLIC TLT

B432

CORRIDOR

B400C

B445

B443

B441

B439

B437

B435

AS-202 D1C1

AS-201

A8 C6

2 A

2 A2 A

5 A 1

2 A2 A

5 A

2 A

5 A

2 A

5 A 2 A

1 A

4 A

2 A

4 A 4 A

2 A

5 A

2 A

2 A 5 A

5 A

2 A

1 A

1' -3

-8

9' -8

-8

9' -8

-8

9' -8

6 1/4"13'-3 7/8" ±8'-4 7/8"13'-6 3/4" ±2 1/4"

1' -4

-8

9' -8

-8

9' -8

-8

9' -8

'-0

'-6

'-0

13'-0" 9'-8" 13'-4"

36'-0"

8'-0"

2 A 2 A2 A22 A

2 A2 A

2 A 8 C8 C8 C 8 C8 C

8 C

8 C8 C8 C

2 A

2 A2 A 2 A2 A

2 A

2 A2 A

2 A

2 A2 A

7 A

2 A2 A

1.1 A1.1 A

1 A

8 A

1 A 2 A2 A

2 A

B444

TYP

AS-400

TYP

AS-400

B434

B436

B438

B440

B442

AS-202

AS-200

AS-600

5 A

7 A

6 A

2 A2 A

77 A

7 A7 A

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ESTABLISHING THE

COMPATIBILITY OF ALL NEW WORK WITH THE EXISTING CONDITIONS.

2. ALL WORK IS BEING DONE ADJACENT TO, ABOVE, & BELOW OCCUPIED SPACE. GENERAL CONTRACTOR TO TAKE EVERY PRECAUTION TO ELIMINATE THE TRAVEL OF LIQUID, DUST AND DIRT FROM THE CONSTRUCTION AREA TO

THOSE SPACES.

3. GENERAL CONTRACTOR SHALL TAKE EVERY PRECAUTION TO MINIMIZE DISRUPTION WITH ADJACENT OCCUPIED SPACE. SCHEDULE AND SEQUENCING OF WORK TO BE COORDINATED WITH COR PRIOR TO BEGINNING WORK (SEE

DWG GC-101)

4. GENERAL CONTRACTOR SHALL PATCH ALL SURFACES TO REMAIN EFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT & CONSTRUCTION. NEW SURFACES TO BE FILLED, SANDED SMOOTH & FINISHED TO MATCH

ADJACENT SURFACE.

7. GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL NEW EQUIPMENT TO BE INSTALLED IN

CEILING WITH EXISTING MECHANICAL AND ELECTRICAL WORK TO REMAIN IN PLACE.

8. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL & HAZARDOUS MATERIALS.

9. ALL PENETRATIONS IN RATED ASSEMBLIES SHALL BE SEALED WITH UL/FM APPROVED MATERIAL ASSEMBLIES AND

PROCEDURES ALL PENETRATIONS SHALL BE SEALED ON BOTH SIDES OF PENETRATION.

10. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO FINISH FACE OF WALL.

11. LOCATE ALL NEW DOORS 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE.

12. CONTRACTOR TO PROVIDE NON COMBUSTIBLE BLOCKING AS REQUIRED BEHIND ALL WALLS FOR PROPER

INSTALLATION OF BUMPER GUARDS, WALL MOUNTED EQUIPMENT, WALL CABINETRY, ETC.

13. DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING DIMENSIONS OR OTHER INFORMATION.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

14. TEMPORARY PARTITIONS SHALL BE TO UNDERSIDE OF DECK, BE RATED 2HR, BE PROPERLY SEALED, AND THE SPACES UNDER CONSTRUCTION MUST HAVE CONTINUOUS NEGATIVE PRESSURE WITHIN WORK SITE.

15. ALL PARTITIONS TO BE TYPE 1A UNLESS NOTED OTHERWISE.

6" 3'

-0

1' -6

-6

3' -0

2'-0" 9"

6 A

1X3 WOOD PAINTED TRIM. (EXTEND

FROM SILL TO UNDERSIDE OF

TRACK)

PROVIDE GWB "J" TRIM @ EDGE (TYP.)

CENTERLINE OF GLASS

SSM COUNTERTOP EXTENDS

THROUGH WINDOW OPENING.

SSM BACKSPLASH AND COUNTERTOP,

AS SCHEDULED.

6 A

1' -6

-0

3' -0

-0

1' -6

S S

M T

R A

N S

A C

N C

O U

N T

E R

'-0

2 A

CONCEALED

COUNTER SUPPORT

BRACKET BELOW

LINE OF WOOD

WALL BELOW

GLASS DIVIDER PANEL

WITH CONCEALED

COUNTER SUPPORT

BRACKET BELOW

WALL PANEL WITH

1/4" Z CLIP SYSTEM

1 5/8" MTL STUDS

1X3 WOOD PAINTED TRIM. (EXTEND

FROM SILL TO UNDERSIDE OF

TRACK)

COORD. WALL OPENING &

FRAMING WITH WINDOW MANUF.

AS-200

3"3"

2" GLASS SUPPORT ABOVE

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-101

PARTIAL 4B FLOOR PLAN &

DETAILS

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

PARTIAL 4B FLOOR PLAN - NORTH

SCALE: NO SCALE

GENERAL PLAN NOTES

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

PLAN DTL - RECEPTION WINDOW FRAMING

KEYED NOTES-PLAN

NUMBER COMMENT

01 ALIGN NEW WALL WITH WINDOW JAMB UNLESS CHASE

CAN BE SMALLER.

02 COAT RACK, PROVIDE BLOCKING, SEE ELEVATIONS.

03 (3) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

04 (8) 12" x 18" LOCKERS PER EQUIPMENT PLAN.

05 ALIGN 1/2" RC-1 CHANNELS. SEE DTL F2/AS-100

06 EXISTING WALL TO REMAIN.

07 COORDINATE FINAL WALL LOCATION WITH EXISTING

CONDITIONS IN FIELD. NEW WALL TO BE LOCATED AS

TIGHT TO EXISTING PIPES/DUCTWORK AS POSSIBLE.

COORD W/ C.O.R.

08 PAINT EXISTING DOOR.

SCALE: NO SCALE

GENERAL PLAN NOTES

1'-0"

2' -1

0" S

E E

V A

4"6"

S E

E E

A T

SSM-1 COUNTER SEE

FINISH SCHEDULE

SEE INTERIOR ELEVATION

AS TO FUNCTION OF BASE

CABINET SEE FINISH

SCHEDULE

PLYWOOD TOE

KICK W/

SCHEDULED BASE

FINISH

MELAMINE INTERIORS AND

ADJUSTABLE SHELVES

SCHEDULED

FLOORING

FIN FLOOR

+0"

+34"

AFF

UNDER CABINET LIGHT W/

CONCEALED WIRING (SEE

ELEC DWGS)

SEE ELEVATIONS

WALL CABINETS SEE

ELEVATIONS

+7'-1"

FILLER

S E

E E

A T

1 / 4

2' -3

IN 2'

-1

FIN FLOOR

+0"

+34"

AFF

SCHEDULED FLOORING

1/2" THICK 4" HEIGHT SSM

SEE FINISH SCHEDULE

SST SINK

SSM-1 COUNTER

SEE FINISH SCHEDULE

FIXED FRONT PANEL

FACE SCREWED IN

PLACE.

+7'-1"

UNDER CABINET LIGHT

(SEE ELEC DWGS)

WALL CABINETS SEE

ELEVATIONS

FILLER

PIPE COVERS ON

SUPPLIES AND DRAIN

RAKKS SYSTEM

BRACKETS

8' -0

VB-2

WALL PROTECTION WP-1

6" 2' -6

5' -0

CHAIR RAIL

INPRO 2700, OATMEAL

WALL PROTECTION WP-1

8' -0

3' -0

5' -0

VB-2

SSM-2 SSM-2

CHAIR RAIL

INPRO 2700, OATMEAL

AS-400

GWB (PNT-2)

TYP.

WP-2

WP-1

WP-2

IMPACT RESISTANT

CORNER GUARD, PNT TO

MATCH PNT-2

FRY REGLET WCTOSC TRIM AT

OUTSIDE CORNERS OF WP-2

AS-200

METAL REVEAL WALL BASE,

FRY REGLET MWCB75400

CLEAR ANNODIZED ALUM

(OR EQUIVALENT).

WOOD WALL

PANELS WD-1

7' -9

FLOATING TRANSACTION

COUNTER, SSM-1

ACRYLIC PRIVACY PANEL, AR-1

WITH ALUMINUM CLIPS.

3/8" TEMPERED GLASS TRANSACTION

WINDOW. FRAMELESS GLASS IN

SYNCHRONIZED BI-PARTING POCKET

FRAME.

4' -2

2' -1 0"

FRY REGLET MILLWORK

CHANNEL - OUTSIDE CORNER

WITH RETURN KEYS.

MWCOSC75 CLEAR

ANNODIZED ALUMINUM (OR

EQUIVALENT).

FRY REGLET MILLWORK

CHANNEL WITH RETURN

KEYS- MWC7550 CLEAR

ANNODIZED ALUMINUM (OR

EQUIVALENT).

CEILING MANUF. TRIM AT

SOFFIT.

OPEN

8' -0

5' -0

3' -0

WP-2

6" VINYL WALL BASE

WP-1

METAL COLUMN

WRAP

MT-1

INPRO 2700 CHAIR RAIL

OATMEAL

B426

AS-200

VB-1

W36W36W36W12

B15 B15 B15

(8) 12"x18" "Z"-LOCKERS

WITH SLOPED TOP

2' -6

2' -0

2' -6

1' -0

8' -0

TACK SURFACE

W36

30" UNDERCABINET

LIGHTING

30" UNDERCABINET

LIGHTING

EXG3

W30W24 1' -0

1' -6

2' -4

4" 2' -1 0"

8' -0

FIXED FRONT

SSM COUNTER

AND BACKSPLASH

UNDERCOUNTER

FRIDGE LOCATION

TACK SURFACE

W36W36W36

B15B15

COAT RACK

(3) 12"x18" "Z"-LOCKERS

WITH SLOPED TOP

AS-200

MICROWAVE. VERIFY

SIZE WITH COR.

PROVIDE OUTLET.

30" UNDERCABINET

LIGHTING

SSM-1 COUNTER

AND BACKSPLASH

FIXED FRONT

PANEL

GWB (PT)

W18 W24

B42

2' -0

2' -6

1' -0

2' -6

8' -0

AS-200

PTD

SEE INTERIOR ELEVATION AS

TO FUNCTION OF Z LOCKER

TOE KICK W/ SCHEDULED

BASE FINISH

SLOPED TOP

B414

W27W24

B27FIXED FRONT

PANELS

SSM-1 COUNTER

AND BACKSPLASH

PL LAM BASE AND

WALL CABINETS

TEE CABINET (VC)

GWB (PT)

VINYL WALL BASE

1' -0

1' -6

1' -0

1' -4

4" 2' -1 0"

8' -0

PTD

24" UNDERCABINET

LIGHTING

W24W30

B30

FIXED FRONT

PANELS

SSM-1 COUNTER

AND BACKSPLASH

PL LAM BASE AND

WALL CABINETS

GWB (PNT-1)

VINYL WALL BASE

2' -1 0"

1' -8

1' -0

2' -6

8' -0

FINISHED END

PANEL

PTD

3' -2

" WP-3

24" UNDERCABINET

LIGHTING

AS-200

B36 B15 B15

GWB (PT)

VINYL WALL BASE

2' -1 0"

4' -2

1' -0

8' -0

36" LATERAL FILE

2'-0"3'-0"3'-0"3'-0"3'-8 7/8"

PRINTER &

COPIER

SSM-1 COUNTERTOP

AND 4" BACKSPLASH.

SSM-1 TRANSACTION

COUNTER THROUGH

WINDOW OPENING.

3/8" TEMPERED GLASS TRANSACTION

WINDOW. FRAMELESS GLASS IN

SYNCHRONIZED BI-PARTING POCKET

FRAME.

SSM-3 COUNTERTOP AND

BACKSPLASH SEE FINISH

SCHEDULE, ROUNDED

EDGE.

COUNTER SUPPORT

BRACKET 6'-0" O.C. MAX

VB-1

AT CENTER OF CURVED SURFACE

2'-9"

MILLWORK BEYOND

LED LIGHT FIXTURE, IN CEILING

MANIFOLD, ALUMINUM TRIM, &

HOUSING.

GLASS DIVIDER PANEL.

7" 2' -3

3/4" PLYWOOD

SUBSTRATE.

GLASS TRANSACTION WINDOW. BIPARTING

SYNCHRONIZED POCKET FRAME.

9" 4' -5

2' -6

METAL 4" REVEAL BASE,

SHIM AS REQ'D.

1/4" Z-CLIP

WD-1 PANELS

5/8" GWB-PNT

5/8" GWB (TYP) PNT

GLASS GUIDE.

SSM TRANSACTION SURFACE

CONTINUES THROUGH

WINDOW OPENING.

3" 1 1/4" 3"

WOOD TRIM, PAINTED

DRYWALL TRIM

6" STUDS

2X BLOCKING

2" 4' -8

1" OVERHANG

1'-11 1/2"

6 A

SUSPENDED GWB

CEILING SYSTEM

MTL GLASS CLAMP

GWB SUSPENDED SYSTEM

CEILING MANUF. TRIM

ACOUSTIC CEILING

1" 2"

W301' -0

2' -6

1' -8

2' -1 0"

8' -0

O A V S

5' -0

5'-0"

VERIFY LOCATION OF MED

GAS OUTLETS W/ C.O.R.

VB-1

SD GBP

SHDPTD

WP-3

SLOPED CABINET TOP

TO STRUCTURE ABOVE

SLOPE TOP WHERE INDICATED.

TO STRUCTURE ABOVE

SLOPE TOP WHERE INDICATED.

4'-0"3'-0"

5' -3

O A O A V S

VERIFY LOCATION OF MED

GAS OUTLETS W/ C.O.R.

VB-1

WP-3

O A V S

GWB

(PNT-1)

VERIFY LOCATION OF MED

GAS OUTLETS W/ C.O.R.

VB-1

5' -0

3'-6"

SHD

GBP SD

CURTAIN

2'-4" 6"

1'-0"

GWB (PNT-4)

GWB (PNT-2)

GWB (PNT-5)

W24

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

SH AE

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-200

PARTIAL 4B INTERIOR

ELEVATIONS

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - WAITING AREA - EAST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - WAITING AREA - SOUTH

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - WAITING AREA - WEST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - WAITING AREA - NORTH

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - STAFF WORK AREA - EAST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - STAFF WORK AREA - WEST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - SOILED HOLDING

SCALE: 1" = 1'-0"

TYPICAL LOCKER DETAIL

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - STRESS/ECHO TEST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - STRESS/ECHO TEST 2

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - RECEPTION

SCALE: 1" = 1'-0"

SECTON DETAIL @ RECEPTION DESK

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - ECHO ROOM

SCALE: 1" = 1'-0"

SECTION DETAIL @ TYPICAL CABINET

SCALE: 1" = 1'-0"

SECTION DETAIL @ TYPICAL SINK CABINET

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - STRESS ECHO TEST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION @ PACER & EXAM/CHF

SOAP

DISH

MIRROR

ACC-MOUNTHTS

(R E C O M M

3' -6

2' -6 M

2' -1 0"

*WHEN WALL SPACE PERMITS

SANITARY

NAPKIN

DISPOSAL

SIDE WALL GRAB BAR

FOR WATER CLOSET

REAR WALL GRAB BAR

FOR WATER CLOSET

PAPER TOWEL

DISPENSERS

NOTE: MOUNTING HEIGHTS MAY VARY DEPENDING ON REACH RANGE

CONDITION. FIXTURES AND ACCESSORIES SHOWN ARE FOR GRAPHIC

PURPOSES ONLY, REFER TO SPECS FOR ACTUAL PROJECT MODEL

NUMBERS.

12" MAX 42" MIN

54" MIN

16"-18"

24" MIN

36" MIN* CL

M A X

TOILET PAPER

DISPENSER LOCATION

O P E R A T

G H W

M A X T O

HAND

DRYER

SANITARY

NAPKIN

DISPENSER

ROBE

HOOK

5' -0

2' -0

39"-41"

BLOCKING

AREA

3' -4

S E A T H T

TPD

CT-2

SSM-2

WT-2

CT-2 TO RETURN

TO WINDOWS

CT-2

PTD

HEATING

PANEL

B426A

CT-2

TPD

CT-2

PTD

CT-2

B432

CT-2

TPD

CT-2

PTD

TPD

CT-2

SCHLUTER

TILE TRIM

AS-201 C5A5

TLT

B426A

5 A

2 A

1.1 A1.1 A

1.1 A

1 A

TYP

AS-400

1' -3

EXITING MASONRY

WALL

EXISTING DUCT TO

REMAIN SEE HVAC

HEATING PANEL

AS-201

AS-600

PUBLIC TLT

B432

1.1 A

2 A

1.1 A

1 A 4 A

1 A

5 A1 A

1 A

1'-3"

HR-1

CG-1 CG-1

HR-1

CG-1

GWB

(PNT-1)

VB-1

PTD

GBP

SHD

CURTAIN

2'-4" 6"

1'-0"

GWB (PNT-4)

GWB (PNT-2)

GWB (PNT-5)

W30

SLOPED CABINET TOP

B442 GWB (PT)

VB-1

SHD

AS-400

GWB (PT)

VB-1

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

SH AE

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-201

PARTIAL 4B INTERIOR

ELEVATIONS

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

TYPICAL ACCESSORY MOUNTING HEIGHTS

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

STAFF TLT - NORTH

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

STAFF TLT - EAST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

STAFF TLT - SOUTH

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

STAFF TLT - WEST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

PUBLIC TLT - NORTH

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

PUBLIC TLT - EAST

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

PUBLIC TLT - SOUTH

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION -

PUBLIC TLT - WEST

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

ENLARGED FLOOR PLAN - STAFF TLT

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

ENLARGED FLOOR PLAN - PUBLIC TLT

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - TYPICAL

EXAM/OFFICE - SINK WALL

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION - TYPICAL

EXAM/OFFICE - DOOR WALL

SCALE: 3/8" = 1'-0"

INTERIOR ELEVATION TYPICAL

EXAM/OFFICE - WINDOW WALL

N O P Q R S T

B408 B410 B412 B414 B416 B418 B420 B424

WAITING

CG-1

HANDRAIL

HR-1

WALL PROTECTION WP-1

5' -0

2' -8

8' -0

GWB (PNT-1)

VB-2

ACCENT PANEL

FWC-1

2' -6

MB-1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1

VB-2

WALL PROTECTION WP-1

VB-2

WALL PROTECTION WP-1

VB-2

GWB (PNT-1)

WOOD WALL

PANELS. WD-1

SSM-3 TRANSACTION

COUNTER BEYOND

MT-1 ALUMINUM COLUMN

WRAP WITH INTEGRAL 6"

BASE AND CAPITAL.

B422

MB-1

S1 S1 S2 S1 S1 S1 S1 S1 S1 S1

TYP

/SEE F1 AS-100 /SEE F1 AS-100 /SEE F1 AS-100 /SEE F1 AS-100

NOPQRST

B423 B421 B419 B417 B415 B413 B411 B409 B407

5' -0

2' -6

8' -0

CORRIDOR

CG-1 CG-1

WALL PROTECTION WP-1

GWB (PNT-1)

VB-1

B425B427

S1 S1 S1 S1 S1 S1 S1 S1 S1 S1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1 /SEE F1 AS-100 /SEE F1 AS-100 /SEE F1 AS-100 /SEE F1 AS-100

MED GAS

ZONE VAL

B445 B443 B441 B439 B437 B435 B433 B431

CG-1

WALL PROTECTION WP-1

GWB (PNT-1)

CORRIDOR

VB-2

6" 2' -6

5' -0

8' -0

HANDRAIL HR-1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1

ALUMINUM COLUMN WRAP

WITH INTEGRAL 6" BASE

AND CAPITAL BEYOND.

7'-9"

B/O GWB SOFFIT

VB-2

WALL PROTECTION

WP-1

WALL PROTECTION WP-1

AS-600

S1 S1 S1 S1

FEC

AS-202

TYP

/SEE F1 AS-100 /SEE F1 AS-100 /SEE F1 AS-100

5 4 3 2

B432

CORRIDOR

CG-1

VB-2

5' -0

2' -6

8' -0

B434 B436 B438 B440 B442 B444

GWB (PNT-1)

ACCENT PANEL

FWC-1

WALL PROTECTION WP-1 WALL PROTECTION WP-1

ACCENT PANEL

FWC-1

ACCENT PANEL

FWC-1

S3 S1 S1 S1 S1 S1 S1

CG-1 CG-1

AS-600

/SEE F1 AS-100 /SEE F1 AS-100 /SEE F1 AS-100

VB-2

HR-1

FEC CABINET

(SEMI-RECESSED)

6 A 1

(BEYOND)

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

SH AE

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-202

PARTIAL 4B INTERIOR

ELEVATIONS

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

INTERIOR ELEVATION - CORRIDOR B400B - SOUTH

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

INTERIOR ELEVATION - CORRIDOR B400B - NORTH

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

INTERIOR ELEVATION - CORRIDOR B400C - EAST

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

INTERIOR ELEVATION - CORRIDOR B400C - WEST

SCALE: 1" = 1'-0"

WALL SECTION @ PPE & FEC

1 AMENDMENT #1 2020-11-30

NOTE: SEE F1/AS-600 FOR SIGNAGE

CEILING HEIGHT

SEE PLANS

4 7/8" CEILING

SYSTEM AS

SCHEDULED

EXISTING BRICK

VENEER

FINISH BEAD & SEALANT,

TYP

EXISTING WINDOW

EXISTING CMU

BACKUP

NEW WINDOW TREATMENT

EXTEND CERAMIC TILE TO

FACE OF WINDOW IN

BATHROOM LOCATIONS

8'-3" VIF

1 5/8" METAL STUDS - 20 GA AT 16" OC

1 LAYER 5/8" GWB

FO EXIST WALL

1 1/2" RIGID INSUL

1/2"

EXISTING MASONY

WALL

EXISTING BRICK

VENEER

EXISTING WINDOW

CORNER BEAD

FO EXIST WALL

WDW APRON, BELOW W/ EASED EDGE

WDW SILL (SSM2)

3" MTL STUD

1 LAYER 5/8" GWB

1 1/2" RIGID INSUL

1 5/8" METAL STUDS - 20 GA AT 16" OC

EXISTING WALL PLASTER

SYSTEM TO REMIAN

EXTEND CERAMIC TILE TO FACE OF

WINDOW IN BATHROOM LOCATIONS

3" 31 / 2"

1/2"

EXISTING WINDOW

SEALANT, TYPICAL

MATERIAL FELT OVER

EXISTING SUBSTRATE

EXISTING BRICK

VENEER TO REMAIN

EXISTING MASONRY

WALL

EXISTING BRICK VENEER

AT JAMB BEYOND

" SOLID SURFACE WINDOW

STOOL (SSM2) & SKIRT W/

EASED EDGES

EXISTING WINDOW TO

REMAIN

EXTEND CERAMIC TILE TO

FACE OF WINDOW IN

BATHROOM LOCATIONS

1 5/8" METAL STUDS - 20 GA AT

16" OC

1 1/2" RIGID INSUL

FO EXIST WALL

1 LAYER 5/8" GWB

F G1 2

DOUBLE STUD

SEALANT BOTH

SIDES (TYP)

HM FRAME W/ MIN 3

ANCHORS PER JAMB

F O R T H R O A T D

S E E P T N T Y P E S

CORNER PTN

WHERE

APPLICABLE

1/ 2"

UNO

2" 2"

DOOR AS

SCHEDULED

1/2"1/2"

FOR THROAT DIM

SEE PTN TYPES

DOOR AS

SCHEDULED

CL OF

DOOR

BUTT

JOINT

VCT, VT, OR

SV- SEE

FINISH PLAN

SVT, VTT, OR

SV- SEE

FINISH PLAN

CL OF

DOOR

TAPERED

MARBLE

THRESHOLD

CERAMIC TILE

WATERPROOF

MEMBRANE /

SETTING BED

PITCHED TO DRAIN

TO MATCH DOOR FRAME WIDTH PER SPEC.

VCT, VT, OR

SV- SEE

FINISH PLAN

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

SH AE

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-400

DOOR AND WINDOW

SCHEDULES & DETAILS

SCHEDULE-DOOR

DR NO

DOOR FRAME

RATING

(SEE SPEC)

HDW SET REMARKS DR NODR WIDTH DR HEIGHT P1 WIDTH P1 TYPE P2 WIDTH P2 TYPE MAT FINISH COLOR TYPE MAT FINISH COLOR HEAD JAMB THRESHOLD

B407 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B407

B408 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B408

B408A 3'-0" 7'-0" 3'-0" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B408A

B409 2'-6" 7'-0" 2'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B409

B410 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B410

B411 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 45 MIN B411

B412 2'-0" 7'-0" 2'-0" G 0" WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 B412

B413 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B413

B414 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - CARD READER ACCESS CONTROL B414

B415 6'-0" 7'-0" 3'-0" F 3'-0" F WD ACROVYN CLASSIC MAPLE 372 2 HM PNT H1 J1 T1 - B415

B416 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - CARD READER ACCESS CONTROL B416

B417 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B417

B418 6'-0" 7'-0" 3'-0" F 3'-0" F WD ACROVYN CLASSIC MAPLE 372 2 HM PNT H1 J1 T1 - B418

B419 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B419

B420 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B420

B421 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B421

B422 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B422

B423 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B423

B424 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B424

B425 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B425

B426 3'-0" 7'-0" 3'-0" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - CARD READER ACCESS CONTROL B426

B426A 3'-0" 7'-0" 3'-0" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T2 - B426A

B427 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B427

B431 3'-0" 7'-0" 3'-0" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 45 MIN B431

B432 3'-4" 7'-0" 3'-4" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T2 B432

B433 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 45 MIN CARD READER ACCESS CONTROL B433

B434 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B434

B435 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B435

B436 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B436

B437 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B437

B438 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B438

B439 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B439

B440 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B440

B441 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B441

B442 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B442

B443 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B443

B444 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B444

B445 3'-6" 7'-0" 3'-6" F 0" - WD ACROVYN CLASSIC MAPLE 372 1 HM PNT H1 J1 T1 - B445

EXG1 6'-0" 7'-0" 3'-0" F 3'-0" F - - - 2 - PNT - - - - EXG1

EXG2 2'-0" 2'-0" 2'-0" F 0" - - - - 1 - PNT - - - - LAUNDRY CHUTE DOOR EXG2

EXG3 2'-6" 7'-0" 2'-6" F 0" - - - - 1 - PNT - - - - PATCH/REPAIR & REPAINT. PROVIDE NEW SIGN & NEW KICKPLATE EXG3

EXG4S5 3'-4" 7'-0" 3'-4" F 0" - - - - 1 - PNT - - - - REPAINT EXG4S5

SCALE: NO SCALE

FRAME TYPES & DOOR TYPES

SCALE: NO SCALE

DOOR SCHEDULE

SCALE: NO SCALE

HEAD & JAMB TYPES

SCALE: NO SCALE

THRESHOLD TYPES

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

WINDOW HEAD

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

WINDOW JAMB

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

WINDOW SILL

1 AMENDMENT #1 2020-11-30

NOT

USED

NOT

USED

1 1

SUSPENDED

ACOUSTIC CEILING

(2'X4')

SUSPENDED

ACOUSTIC CEILING

(2'X2')

GWB

SUPPLY

DIFFUSER

GRILLE

RETURN REGISTER

GRILLE

LINEAR SUPPLY

DIFFUSER

LINEAR RETURN

CAN LIGHT

FIXTURE

2X2 SURFACE MOUNT

LIGHT FIXTURE

2X2 RECESS MOUNT

LIGHT FIXTURE

EQ = EQUAL

SPACES (IN ROOM)

LAYOUT INSTRUCTIONS

START GRID AT

THIS WALL

GRID IN ROOM

WITH ARROW

ALIGNS WITH GRID

IN ROOM WITH DOT

FINISH

CEILING

HEIGHT

CEILING TAG

GRAPHIC SYMBOLS

AT 10' - 0" AFFCHILLED

BEAM

SPRINKLER

HEAD

CURTAIN TRACK

N O P Q R S T U

/SEEE1 AS-501

TLT

B426A

EXAM/OFFICE

B424

EXAM/OFFICE

B422

EXAM/OFFICE

B427

EXAM/OFFICE

B425

READING RM

B423

ELEC

B418

STRESS/ECHO TEST

B416

ECHO RM

B421

ECHO RM

B419

ECHO RM

B417

CHF INFUSION

B413

STRESS/ECHO TEST

B414

SOILED HOLDING

B411

PUBLIC TLT

B432

SCREENING

B434

SCREENING

B435

CLEAN STORAGE

B433

CLEAN LINEN

B431

HAC

B407

CASE MGR

B410

SCHEDULE

B408A

RECEPTION

B408WAITING AREA

B406

STAFF WORK AREA

B426

STAIR 5

4S5

CORRIDOR

B400B

SHAFT 2

B424

OXYGEN

B415

C L E Q

E Q

EQ EQ

E Q

AS-200

D-107

D-108

CHILLED BEAM

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

2' -3

3/ 4"

1' -6 /4

AT 8'-0" AFF

AT 9'-0" AFF

AT 8'-0" AFF

AT 8'-0" AFF 604

AT 8'-0" AFF

AT 8'-0" AFF 604

AT 8'-0" AFF

AS-501

BULKHEAD

A Se rv ic e D i s a b le d Ve t e r an Owned

Sm a l l

B u s iness

SDVOSB

CVE

Location

Building Number

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

MR PROJECT NO: 0500-0016

o n e e ig h th i n c h o n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

Revisions Date

ACTUAL

NORTH

Date

Project No.

Drawing NO.

Project Title

Checked Drawn

Drawing Title

Approved:

DESIGN RENOVATION

FOR 4B CARDIOLOGY

SYRACUSE VAMC, SYRACUSE, NY

Project Director

MILLER-REMICK LLCPROFESSIONAL ENGINEERPRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER.

Reviewed: Facility Manager

Reviewed: Facility Director

Reviewed:

2020-10-26

528A7-18-726

BID DOCUMENTS

FULLY SPRINKLERED

KEYPLAN

SH AE

AREA

WORK

Scientists | Engineers | Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

781-275-6050 www.mabbett.com AS-500

PARTIAL 4B REFLECTED

CEILING PLAN & DETAILS

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

PARTIAL 4B REFLECTED CEILING PLAN - SOUTH

SCALE: NO SCALE

CEILING LEGEND

STAIR #

BRAILLE

LEVEL 5

EXIT

STAIR DOWN

BRAILLE

Keep Door Closed

TYPOGRAPHY

HELVETICA MEDIUM

5' -0

F F

DOOR FRAME

BACKGROUND COLOR AS

SELECTED BY VAMC COR

ITEM FINISH CODE MANUFACTURER/PATTERN COLOR NUMBER COLOR REMARKS

FLOOR FINISHES

CERAMIC TILE CT-1 AMERICAN OLEAN, THEORETICAL - 2" X 2"

ALL TOILET ROOM FLOORS. GROUT: FLEXTILE,

CHARCOAL

VTT-1 FLOORAZZO CORRIDOR, WAITING

VTT-2 CORRIDOR ACCENT

VTT-3 CORRIDOR ACCENT

SHEET VINYL SV-1 MANNINGTON BIOSPEC W/ 6" INTEGRAL BASE (INT-1)

SOILED, CLEAN UTILITY/HSKPING CLOSET, & CLEAN

SUPPLY

BASE TYPES

VINYL BASE VB-1 JOHNSONITE 6" H COVE BASE EXAM TREATMENT, STAFF ROOMS

VB-2 JOHNSONITE 6" H MILLWORKS REVEAL BASE WAITING & PUBLIC CORRIDORS

INT-1

6" INTEGRAL BASE TO MATCH FLOORING SV-1 W/

METAL CAP

WALL FINISHES

CERAMIC TILE CT-2 DALTILE, AMBASSADOR, 12"X24"

INTERIOR PAINT* PNT-1 PITTSBURGH PAINTS

GENERAL WALL PAINT, DR FR & PNTD DR (SEMI-GLOSS)

PNT-2 WAITING ROOM AND EXAM ACCENT

PNT-3 GWB CEILINGS & BULKHEADS

CEILING FINISHES

ACOUSTICAL CEILING ACT-1 ARMSTRONG/HEALTHZONE ULTIMA LAY-IN 24"X24" WITH

15/16" GRID (WHITE)

MISCELLANEOUS FINISHES

CUBICLE CURTAINS CC-1A INPRO-SHIELD

CORNER GUARDS CG-1 INPRO 2"/FULL HEIGHT

LOCATION: OUTSIDE CORNERS ALL PATIENT CORRIDORS

AND CLINICAL SUPPORT AREAS.

HANDRAILS HR-1

RIGID WALL PROTECTION WP-1 INPRO WALL COVERING. RIGID SHEET .040" THICK. 0239

PATIENT CORRIDOR BELOW HANDRAIL, SOILED

HOLDING, HAC, & CLEAN LINEN.

PLASTIC LAMINATE

PL-1 WILSONART

7981K-12

SOFTGRAIN

FINISH

SOLID SURFACING MATERIALS

SSM-1

CORIAN

SSM-2

CORIAN

WINDOW SILLS

TACKABLE SURFACES TS-1 CARNEGIE - XOREL

TUDOR

ALL VERTICAL JTS TO BE BUTT JTS W/ FACTORY

COLOR MATCHED SLNT.

WT-2 DUSTED CRYSTAL TOILET ROOM B425A

*ALL PAINT TO BE PITTSBURGH PAINT MATCH COLORS INDICATED IN LEGEND.

PAINT FINISH NOTE: DOORS AND FRAMES TO BE SEMI GLOSS FINISH

INPRO CORP. 3510FVSD

ALL TOILETS ROOMS, INSTALL VERTICAL STACKED FULL

HEIGHT BOND W SCHLUTER @ OUTSIDE CORNERS

EP TOILET ROOM CEILINGS, SOILED ROOM & HSKPING CLOSETS

GENERAL CEILING TILE

ACOUSTICAL CEILING ACT-2 ARMSTRONG/CLEAN ROOM ULTIMA LAY-IN 24"X24" WITH

15/16" GRID (WHITE) SOILED, CLEAN SUPPLY & HSKPING CLOSETS, & LINEN

TYPICAL CASEWORK

3M CRYSTAL GLASS

6603 36

CORRIDORS

TYPICAL COUNTERS

PITTSBURGH PAINTS

PITTSBURGH PAINTS (EPOXY PAINT)

FLOORAZZO

DASH

SAND DUNE

SST BUMPER RAIL W/

ROUND VINYL HANDRAIL IN

SUGAR MAPLE

0548-VELVET FINISH

OATMEAL

LANDMARK WOOD

EVEREST

CARBON CONCRETE

WHITE

MATCH WP-1

(SLATE 0237)

WHITE

FIBERGLASS REINFORCED PANELS FRP-1 MARLITE PANELS

HAC

PANELS

M360 OUTSIDE CORNER

M350 INSIDE CORNER

M365 DIVISION

M370 EDGE

TRIMS - P-140 IVORY

PNT-4 EXAM ROOM ACCENT 1PITTSBURGH PAINTS

WD-1 PARKLEX INTERIOR DRY ACOUSTIC PANELS WALNUT WAITING - Z-CLIP INSTALLATION

SOILED, CLEAN UTILITY/HSKPING CLOSET, LINENS, & CLEAN

SUPPLY

WOOD WALL PANEL

VTT-4 FLOORAZZO WAITING ACCENT

SVT-1 PATCRAFT, CREATIVE CODE 1476VSOLID VINYL TILE EXAM TREATMENT, RECEPTION, STAFF AREAS

TH96 CREATIVE GRAY

WANDERLUST WHITE AM36,

POLISH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 4, 2020.