561-18-903 - Final Construction Drawings.pdf

N

100% CONSTRUCTION DOCUMENTS

U.S. Department of Veterans Affairs

Correct Seismic Deficiencies In Building 8 VA New Jersey Healthcare System (NJ HCS) 385 Tremont Avenue, East Orange NJ 07018

Project Name:

Project Address:

G-001 COVER PAGE

A-001 CODES, ABBREVIATIONS, GENERAL NOTES, AND SYMBOLS

A-101 ROOF DEMOLITION AND NEW ROOF PLANS

A-201 EXTERIOR ELEVATIONS

A-301 SECTIONS AND DETAILS

SG-001 GENERAL NOTES

SG-002 SYMBOLS AND ABBREVIATIONS

S-100 ISOMETRIC

SB-101 BASEMENT / FOUNDATION PLAN

SF-102 FIRST FLOOR PLAN

SF-103 MEZZANINE FRAMING PLAN

SF-104 ROOF AND PENTHOUSE FRAMING PLAN

S-301 SECTIONS AT EXTERIOR

S-401 ELEVATIONS

S-402 ELEVATIONS

S-510 TYPICAL CONCRETE DETAILS

S-511 CONCRETE DETAILS

S-610 STEEL DETAILS

SE-101 NEW WORK - ELECTRICAL SYSTEM - SEISMIC BRACING

SM-101 NEW WORK- STEAM SYSTEM - EQUIPMENT ANCHORAGE

SM-102 NEW WORK- STEAM SYSTEM - SEISMIC PIPE BRACING

SM-103 NEW WORK- FUEL SYSTEM - SEISMIC PIPE BRACING

SM-104 NEW WORK- STEAM SYSTEM - SEISMIC FLUE STACK BRACING

SM-105 NEW WORK- STEAM SYSTEM SEISMIC BRACING - PART PLANS

SM-106 NEW WORK- STEAM SYSTEM SEISMIC BRACING - PART PLANS

SM-107 NEW WORK- STEAM SYSTEM SEISMIC BRACING - SECTIONS

SM-108 NEW WORK- STEAM SYSTEM SEISMIC BRACING - ISOMETRIC VIEW

SP-101 NEW WORK- NATURAL GAS SYSTEM - SEISMIC PIPE BRACING

SP-102 NEW WORK- DOMESTIC WATER SYSTEM - SEISMIC PIPE BRACING

SD-101 SEISMIC BRACING DETAILS

ARCHITECTURAL

STRUCTURAL

NON-STRUCTURAL

DRAWING INDEX

SD-102 SEISMIC BRACING DETAILS

CS-100 NEW WORK PLAN BUILDING 8 WALKWAY & DRAINAGE

CS-200 NEW WORK PLAN BUILDING 8 DETAIL SHEET & NOTES

CIVIL

NSG-001 NON-STRUCTURAL SYMBOLS, DRAWING INDEX AND GENERAL NOTES

AREA OF WORK

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500 San Francisco, CA 94105

415.392.6952 PHONE

DE Job Number:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

561-18-903

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

06/03/2022

100% CONSTRUCTION DOCUMENTS

C U s e rs \A u to c a d

\D o c u m e n ts

\E a s t O ra n g e -S ta m p jc ra w fo rd E

U

C Y

.r v t

/2

/2

:1

:4

A

M

G-001

COVER PAGE

DM HLRevisions: Date:

DM SH

A-001

ARCHITECTURAL TAG LEGEND:

- DOOR NUMBER

- WINDOW NUMBER

X

A B

C D

A-0.0

- WALL TAG, SEE WALL LEGEND FOR MORE INFORMATION

- SHEET SPECIFIC KEYNOTES

- INTERIOR ELEVATION TAG

- SECTION TAG

- LIMIT OF WORK

- DETAIL TAG

SHEET NUMBER

- ROOM TAG

DESIGNATION ON SHEET

SHEET NUMBER

DESIGNATION ON SHEET

SHEET NUMBER

DESIGNATION ON SHEET

ROOM NUMBER

ROOM NAME

1. ALL WORK SHALL CONFORM TO FEDERAL, STATE AND MUNICIPAL CODES AND

ORDINANCES. THESE SHALL SUPERSEDE DRAWINGS, NOTES AND DIMENSIONS IN ALL

CASES. THE ARCHITECT SHALL BE NOTIFIED OF SUCH CHANGES BEFORE WORK IS

STARTED. OBTAIN PERMITS BEFORE STARTING WORK, AND OBTAIN APPROVALS OF ALL

REGULATORY AGENCIES UPON COMPLETION, AND AS REQUIRED

2. THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS & SPECIFICATIONS AND ALL

ADDENDA ISSUED PRIOR TO ALL PLAN CHANGES ISSUED AFTER EXECUTION OF THE

CONTRACT.

3. UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN

CONTRACT (N.I.C.) OR EXISTING; ALL ITEMS, MATERIALS AND INSTALLATION OF SAME ARE A

PART OF THE CONTRACT DEFINED BY THE CONSTRUCTION DOCUMENTS. THE

CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND

ASSEMBLIES REQUIRED FOR THE WORK SHOWN.

4. CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SCHEDULE. CONTRACTOR IS SOLELY

RESPONSIBLE FOR CONSTRUCTION SEQUENCING, METHODS AND TECHNIQUES. PHASING

OF THE WORK SHALL BE REVIEWED WITH THE OWNER AND THE ARCHITECT AND SHALL

INCLUDE MINIMIZING EXPOSURE OF THE STRUCTURE.

5. ANY DAMAGE TO EXISTING WORK WHICH IS NOT SCHEDULED FOR REMOVAL OR

REPLACEMENT, IF CAUSED BY THE CONTRACTOR'S OPERATIONS UNDER THIS CONTRACT

SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

6. THE CONTRACTOR IS RESPONSIBLE FOR PAYING AND OBTAINING ALL PERMITS,

INSPECTIONS, REQUIRED TESTS AND UTILITY CONNECTIONS UNLESS OTHERWISE NOTED.

7. CONTRACTOR SHALL PROVIDE AND IS SOLELY RESPONSIBLE FOR PUBLIC AND EMPLOYEE

PROTECTION AS NECESSARY AND AS REQUIRED BY THE CODES, ORDINANCES AND

REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT

PLACE.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE PREMISE CLEAN OF

9. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ANY STREETS, ALLEYS,

COURTYARDS OR WALKS. NO MATERIAL SHALL BE PLACED OR STORED IN STREETS,

ALLEYS, COURTYARDS OR WALKS. ALL DEBRIS IS TO BE REMOVED COMPLETELY FROM

THE PREMISES.

10. ALL WORK SHALL BE COMPLETED AS SHOWN ON THE DRAWINGS AND EXECUTED IN GOOD

PROFESSIONAL MANNER.

11. WHEN APPLICABLE ALL FIRE-RATED ASSEMBLIES SHALL BE INSTALLED, LABELED, AND

INSPECTED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE.

12. WHEN APPLICABLE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS DICTATED BY

STATE AND LOCAL BUILDING AND SAFETY CODES.

13. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF DRYWALL OR MASONRY AND ALL

INTERIOR DIMENSION ARE TO CENTER OF STUD UNLESS OTHERWISE NOTED.

ABBREVIATIONS

ACP. - ACOUSTICAL CEILING PANEL

A.A.B. - ARCH. ACCESS BOARD

ADJ. - ADJACENT

A.F.F. - ABOVE FINISHED FLOOR

ALUM. - ALUMINUM

CH. - CHAPTER

CLG. - CEILING

CONC. - CONCRETE

CONT. - CONTINUOUS

CT - CERAMIC TILE

CTCB - CERAMIC TILE COVE BASE

D - DEEP

D/B - DESIGN BUILD

DIA. - DIAMETER

E.J. - EXPANSION JOINT

ELEC. - ELECTRICAL

ETR - EXISTING TO REMAIN - PATCH AND REPAIR AS REQ'D.

EXIST. - EXISTING

F.O.F. - FACE OF FINISH

G.C. - GENERAL CONTRACTOR

G.W.B. - GYPSUM WALL BOARD

H.C. - HANDICAP

H.V.A.C. - HEATING, VENTILATION, AND AIR CONDITIONING

INSUL. - INSULATION

MAAB - MASSACHUSETTS ARCHITECTURAL ACCESS BOARD.

MAX. - MAXIMUM

M.E.P. - MECHANICAL, ELECTRICAL, AND PLUMBING

MIN. - MINIMUM

M.R. - MOISTER RESISTANCE

MTD. - MOUNTED

MTL. - METAL

M.S.B.C. - MASS. STATE BLDG. CODE

N/A - NOT APPLICABLE

N.I.C. - NOT IN CONTRACT

O.A.E. - OR APPROVED EQUAL

O.C.- ON CENTER

O.F.I. - OWNER FURNISHED AND INSTALLED

OPP. - OPPOSITE

P.LAM. - PLASTIC LAMINATE

P.M. - PAINTED METAL

P & R - PATCH AND REPAIR

PTD. - PAINTED

REQ'D - REQUIRED

R.C.P. - REFLECTED CEILING PLAN

S.C. - SOLID CORE

S.S. - STAINLESS STEEL

T.M.E. - TO MATCH EXISTING

T.O. - TO REMAIN

TYP. - TYPICAL

U.N.O. - UNLESS NOTED OTHERWISE

U.S. - UNDERSIDE

V.C.T. - VINYL COMPOSITION TILE

V.I.F. - VERIFY IN FIELD

W. - WIDE

W./ - WITH

GENERAL NOTES: CONSTRUCTION PROCEDURES

X.X

X

DEBRIS, RUBBISH, EXCESS MATERIALS, ETC.. RESULTING FROM THE WORK OF THIS

CONTRACT.

Design Parameters & Reference Code Data

· 2018 - INTERNATIONAL BUILDING CODE (IBC)

· 2020 - NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70: NATIONAL ELECTRIC CODE

· 2018 - NFPA 101: LIFE SAFETY CODE

· 2016 - ASHRAE 90.1

· 2015 - ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS

· VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL)

· Occupational, Safety and Health Administration (OSHA) Standards.

· NFPA National Fire Codes with exception of NFPA 5000 and NFPA 900

CODES, GENERAL NOTES, AND

SYMBOLS

H&V - HORIZONTAL AND VERTICAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

561-18-903CONSULTANT

Office of Construction and

Facilities Management

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

06/03/2022

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500 San Francisco, CA 94105

415.392.6952 PHONE

DE Job Number:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

100% CONSTRUCTION DOCUMENTS

14. VA HAS A WARRANTY FOR THE ROOF WITH "TREMCO" AND ANY ROOF WORK HAS TO BE WARRANTED BY "TREMCO".

SEE SPECS 07 01 50 19 PREPARATION FOR RE ROOFING FOR MORE INFORMATION.

AutoCAD SHX Text X

AutoCAD SHX Text A-0.0

AutoCAD SHX Text

XXX

AutoCAD SHX Text

NAME

1 1.9 3 4 5 6 7

A A

B B

B.3

D D

C.3

C C

12" CONCRETE OR

SHOTCRETE WALL,

PAINTED, COLOR TO

MATCH EXISTING'S

BRICKS

A.0

A301

LIMIT OF WORK

12" CONCRETE WALL

EXTERIOR

STRENGTHENING

A201

6" CONCRETE WALL

EXTERIOR

STRENGTHENING

6" CONCRETE WALL

EXTERIOR

STRENGTHENING

A2014

A2012

1 1.9 3 4 5 6 7

A A

B B

B.3

D D

C.3

C C

A.0

LIMIT OF WORK

NEW

PARAPET

DEMOLISH

THE EXISTING

PARAPET

(31'LX2'8"W

X1'6" H)

A301

A301

PARAPET END

FLASHING COVER

IS NEEDED, SEE DETAILS

1/A3.0, 2/A3.0, AND 3/A3.0

PARAPET 8" MIN.

EXTENSION FROM

THE JOINTS

A301

LIMIT OF WORK

NEW BRACING, TYP.

LOCATION TO BE V.I.F.

SEE STRUCTURAL

LIMIT OF WORK

NEW BRACING, TYP.

LOCATION TO BE V.I.F.

SEE STRUCTURAL

NEW ROOF CURBS (26 TOTAL)

FOR BRACING SUPPORT, TYP.

SEE DETAIL 6/A301

NEW ROOF CURBS FOR

BRACING SUPPORT, TYP. SEE

DETAIL 6/A301.

EXISTING WEIGHT

CONSTRUCTED BY OTHERS.

TYP.

DM SH

A-101

1/8" = 1'-0"

DEMOLITION ROOF PLAN1

1/8" = 1'-0"

NEW WORK ROOF PLAN2

ROOF DEMOLITION AND NEW ROOF

PLANS

DEMOLITION NOTES:

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE

HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZE

INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND

STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND

TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT

AREAS OF STRUCTURES. COMPLY WITH OSHA REQUIREMENTS FOR

WORKERS SAFETY.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS,

BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER

SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL

PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

3. BEFORE BEGINNING ANY DEMOLITION WORK, THE

CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE

DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF

THE WORK. THE CONTRACTOR SHALL TAKE NECESSARY

PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN

IN PLACE; ANY DAMAGED ITEMS SHALL BE REPAIRED OR

REPLACED AS APPROVED BY THE OWNER OR ARCHITECT. THE

CONTRACTOR SHALL COORDINATE THE WORK OF THIS SECTION

WITH ALL OTHER WORK TRADES AND SHALL CONSTRUCT AND

MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE

CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE

NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING

STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE

REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR

DEMOLITION WORK PERFORMED UNDER THIS CONTRACT. DO NOT

OVERLOAD STRUCTURAL ELEMENTS. PROVIDE NEW SUPPORTS

AND REINFORCEMENT FOR EXISTING CONSTRUCTION WEAKENED

BY DEMOLITION OR REMOVAL WORKS. REPAIRS, REINFORCEMENT,

OR STRUCTURAL REPLACEMENT MUST HAVE ENGINEER'S

APPROVAL.

4. DEBRIS, INCLUDING, CONCRETE, WOOD, METALS AND

SIMILAR MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR

AND SHALL BE DISPOSED OF DAILY TO AVOID ACCUMULATION AT

THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED

DAILY SHALL BE STORED IN AREAS SPECIFIED BY THE OWNER.

5. ON COMPLETION OF WORK, REMOVE ALL DEBRIS AND

RUBBISH FORM THE SITE DUE TO DEMOLITION. CLEAN SITE OF ALL

CONDITION TO PROVIDE FOR A SAFE WORKING ENVIRONMENT FOR

FOLLOW ON CONSTRUCTION.

NEW WORK NOTES:

1 ROOF OPENING FOR VENTILATION BY OTHERS.

MOISTURE PROTECTIONS - SHEET METAL:

1. CONFORM TO “ARCHITECTURAL SHEET METAL MANUAL” AND

“ARCHITECTURAL SHEET METAL SPECIFICATIONS”, BOTH PUBLISHED

BY SMACNA, LATEST EDITIONS.

2. FLASHING, CAPS, AND MISCELLANEOUS SHEET METAL (NOT

OTHERWISE SPECIFIED): GALVANIZED SHEET METAL, 26 GAUGE

U.O.N., PAINT EXPOSED FLASHING TO MATCH ADJACENT SURFACES

3. FLUES, DUCTS, VENTS NOT SPECIFICALLY NOTED ARE TO BE

SIZED BY THE SHEET METAL SUBCONTRACTOR PER APPLICABLE

CODES AND PRACTICES.

2 CONTROL JOINTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR

REVIEW.SEE A-201.

3 ISOLATION JOINTS. CONTRACTOR TO PROVIDE SHOP DRAWINGS

FOR REVIEW. SEE A-201.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

561-18-903CONSULTANT

Office of Construction and

Facilities Management

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

06/03/2022

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500 San Francisco, CA 94105

415.392.6952 PHONE

DE Job Number:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

Level 1 0"

Level 2 12'-6"

Roof 29' - 6"

1 1.9 3 4 5 6 7

Mezzanine Level 17'-0"

Basement -16'-6"

Level 1 0"

Level 2 12'-6"

Roof 29' - 6"

11.934567

Mezzanine Level 17'-0"

Basement -16'-6"

Level 1 0"

Level 2 12'-6"

Roof 29' - 6"

ABD C

Mezzanine Level 17'-0"

Basement -16'-6"

A B B.3 DC.3CA.0

Level 1 0"

Level 2 12'-6"

Roof 29' - 6"

Mezzanine Level 17'-0"

Basement -16'-6"

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

WINDOW

OPENING

WINDOW

OPENING

WINDOW

OPENING

WINDOW

OPENING

WINDOW

OPENING

WINDOW

OPENING

A301

TYP.

A301

TYP.

PAINTED CONCRETE WALL

COLOR TO MATCH

EXISTING'S

PAINTED CONCRETE WALL

COLOR TO MATCH

EXISTING'S

THIN BRICKS VENEER

ON THE NEW CONCRETE

WALL, MATERIAL AND

COLOR TO MATCH

EXISTING'S

THIN BRICKS VENEER

ON THE NEW CONCRETE

WALL, MATERIAL AND

COLOR TO MATCH

EXISTING

A301

TYP.

A301

TYP.

FOR ALL KEY NOTES

SEE SHEET A-101

FOR ALL KEY NOTES

SEE SHEET A-101

22 2

1/8" = 1'-0"

EXTERIOR ELEVATIONS

SOUTH ELEVATION1 2 EAST ELEVATION

NORTH ELEVATION1 1/8" = 1'-0"

1/8" = 1'-0"

2 WEST ELEVATION

1/8" = 1'-0"

DM SH

A-201

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

561-18-903CONSULTANT

Office of Construction and

Facilities Management

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

06/03/2022

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500 San Francisco, CA 94105

415.392.6952 PHONE

DE Job Number:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

Roof 29' - 6"

1.9 2

EXISTING ROOFING

SURFACE MOUNTED

COUNTER FLASHING

FLASHING STRIP

GALVANIZED METAL COPPING

2X2 BLOCKING @16" O.C.

2X CONTINUOUS BLOCKING,

BOTH SIDES

2X BLOCKING @16" O.C.

BOTH SIDES

EXISTING BEAM

2X CONTINUOUS BLOCKING

NEW STRUCTURAL

COLLECTOR ASSEMBLY,

SEE STRUCTURAL FOR

MORE DETAIL

EXISTING WALL

Roof 29' - 6"

A

PARAPET BEYOND

2% SLOPE 2% SLOPE

4" MIN. EXTENSION FROM THE END

OF

FLASHING, TYP.

A2.0

SLIP SHEET

4" MIN. EXTENSION FROM

FLASHING

SELF ADHERED

WATERPROOF MEMBRANE

4" MIN. EXTENSION FROM

FLASHING

NEW CONCRETE WALL

SEE STRUCTURAL

CLEARVAGE MEMBRANE

METAL LATH

MORTAR BED

WATERPROOFING MEMBRANE

THIN SET

GROUT

A2.0

THINK BRICK

SIZE AND COLOR TO

MATCH EXISTING'S

CONTINUOUS BLOCKING

A

SURFACE MOUNTEDCOUNTER

FLASHING AT PARAPET WALL

MEMBRANE

SEALANT

FLASHING STRIP, INSTALLATION

BEFORE THE NEW PARAPET

CONSTRUCTION, 6" MIN.

EXTENSION FROM THE PARAPET

END IN BOTH H&V DIRECTIONS

EXISTING ROOF

EXISTING WALL

6" MIN. FLASHING EXTENSION

UNDER THE NEW PARAPET

2% SLOPE

METAL FLASHING

FOR DRIPPING

SURFACE MOUNTED COUNTER

FLASHING

FLASHING STRIP

GALVANIZED METAL COPPING

2X BLOCKING @16" O.C.

2X CONTINUOUS BLOCKING,

BOTH SIDES

2X BLOCKING @16" O.C.

BOTH SIDES

2X CONTINUOUS BLOCKING

SLIP SHEET

4" MIN. EXTENSION FROM

FLASHING

SELF ADHERED

WATERPROOF MEMBRANE

4" MIN. EXTENSION FROM

FLASHING

CONTINUOUS BLOCKING

2X LOCKING @ START AND END

Roof 29' - 6"

SEALANT

ROOF CANT

MULTI-PLY MEMBRANE BASE FLASHING

ALL AROUND (8" MIN HEIGHT)

ALSO SEE DETAIL 1/A301

FASTENERS AT TOP OF VERTICAL

BASE FLASHING

GASKETED FASTNERS

SHEET METAL CAPPING,

SINGLE PIECE

EXISTING ROOF

12x12x12 CAST-IN-PLACE

CONCRETE BLOCK, SEE

STRUCTURAL

CORNER BRICKS

TYP.

THINK BRICK

SIZE AND COLOR TO

MATCH EXISTING'S

NEW CONCRETE WALL

SEE STRUCTURAL

EXISTING WINDOW

EXISTING CONCRETE WALL

THINK BRICK

SIZE AND COLOR TO

MATCH EXISTING'S

METAL FLASHING

EXISTING WINDOW

EXISTING CONCRETE WALL

METAL FLASHING

NOTE:

ALL THE WOOD

SHOULD BE FIRE RATED

TYP.

BOLTS. SEE STRUCTURAL

NOTE: SEE STRUCTURAL FOR

MORE CONNECTION DETAILS

1 1/2 = 1'-0"

ROOF PARAPET DETAIL1 1 1/2 = 1'-0"2 ROOF PARAPET DETAIL @ EXISTING WALL JOINT

DM SH

A-301

SECTIONS AND DETAILS

1 1/2 = 1'-0"

THIN BRICK DETAIL, TYP.4

1 1/2 = 1'-0"3 ROOF PARAPET DETAIL @ EXISTING WALL JOINT

1 1/2 = 1'-0"6

12" X 12" ROOF SUPPORTING CURB FOR PARAPET

AND FLUE STACK BRACING DETAIL, TYP.

1 1/2 = 1'-0"

THIN BRICK DETAIL, TYP.5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Revisions: Date:

561-18-903CONSULTANT

Office of Construction and

Facilities Management

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

06/03/2022

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500 San Francisco, CA 94105

415.392.6952 PHONE

DE Job Number:

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

SURFACE MOUNTEDCOUNTER FLASHING AT PARAPET WALL MEMBRANE

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

FLASHING STRIP, INSTALLATION BEFORE THE NEW PARAPET CONSTRUCTION

AutoCAD SHX Text

EXISTING ROOF

AutoCAD SHX Text

EXISTING WALL

AutoCAD SHX Text

6" MIN. FLASHING EXTENSION UNDER THE NEW PARAPET

AutoCAD SHX Text

NEW ROOF PARAPET

AutoCAD SHX Text

SEALANT ALL AROUND

STRUCTURAL GENERAL NOTES:

I. GENERAL

1. MATERIALS AND WORKMANSHIP TO CONFORM WITH THE 2018 EDITION OF THE IBC

BUILDING CODE VA H-18-8, AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THESE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT

SPECIFICATIONS. IN CASE OF CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS,

CONTACT THE CONTRACTING OFFICER’S REPRESENTATIVE (COR).

3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE

CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO

DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE

CONTRACTING OFFICER’S REPRESENTATIVE (COR).

4. DETAILS ON SHEETS TITLED “TYPICAL DETAILS” APPLY TO SITUATIONS OCCURRING ON THE

PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH

DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR.

5. DO NOT SCALE THE DRAWINGS.

6. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR

LOADS DURING CONSTRUCTION. RETAIN A REGISTERED CIVIL ENGINEER WHO IS

PROPERLY QUALIFIED TO DESIGN BRACING, SHORING, ETC. VISITS TO THE SITE WILL NOT

INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS.

7. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS

REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY.

REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE COR.

DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM

THE COR.

8. REFERENCE DATUM FOR THE ELEVATIONS IS FINISH FIRST FLOOR.

II. FOUNDATION AND SITE WORK

1. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA AND

RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT ENTITLED

"LIMITED GEOTECHNICAL INVESTIGATION EAST ORANGE VA MEDICAL CENTER PROPOSED

BUILDING 8 IMPROVEMENT" BY WHITESTONEQ, DATED NOV 4, 2021

2. THE GEOTECHNICAL REPORT IS PART OF THE CONSTRUCTION DOCUMENTS.

3. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER

CONSTRUCTION.

4. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW

CONSTRUCTION, UNLESS OTHERWISE INDICATED.

5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING

LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION.

6. EXCAVATIONS FOR FOUNDATIONS MUST BE ACCEPTED BY THE GEOTECHNICAL ENGINEER

PRIOR TO PLACING REINFORCING AND CONCRETE. NOTIFY THE GEOTECHNICAL ENGINEER

WHEN EXCAVATIONS ARE READY FOR INSPECTION.

7. PLACE BACKFILL BEHIND RETAINING WALLS AFTER CONCRETE OR MASONRY HAS ATTAINED

FULL DESIGN STRENGTH. BRACE BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL

LOADS UNTIL ATTACHED FLOORS AND SLABS ON GRADE ARE COMPLETE AND HAVE

ATTAINED FULL DESIGN STRENGTH.

8. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE THE FOLLOWING

MINIMUM COMPACTION IN ACCORDANCE WITH THE ASTM D1557 TEST METHOD:

LOCATION MAXIMUM DRY DENSITY

TRENCH AND WALL BACKFILL 90%

UPPER 6” OF SOIL BENEATH FILL 90%

FILL BENEATH SLAB ON GRADE 90%

FILL BENEATH FOOTINGS 95%

OTHER 90%

III. REINFORCING STEEL

1. REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

REINFORCING STEEL TYPE

#5 AND SMALLER ASTM A615, 60 KSI

#6 AND LARGER & BARS TO BE WELDED ASTM A706, 60 KSI

2. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN.

IV. CAST-IN-PLACE CONCRETE

1. CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE

REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN, PROVIDE

REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY

THE OWNER’S REPRESENTATIVE. SUBSTITUTION OF SHOTCRETE FOR CAST-IN-PLACE

CONCRETE IS NOT ACCEPTABLE.

2. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO 1/4 INCH AMPLITUDE AND

CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES AT THE FOLLOWING

LOCATIONS: WHERE CAST AGAINST EXISTING CONCRETE.

3. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF ADDITIONAL

CONCRETE CURBS AND HOUSEKEEPING PADS NOT SHOWN.

4. CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS OTHERWISE

NOTED:

LOCATION CLEAR COVER

CONCRETE PLACED AGAINST EARTH 3 INCHES

FORMED SURFACES EXPOSED TO WEATHER

OR IN CONTACT WITH EARTH:

#6 BARS AND LARGER 2 INCHES

#5 BARS AND SMALLER 1 1/2 INCHES

SLABS ON GRADE (TOP CLEARANCE) 1 1/2 INCHES

BEAMS, GIRDERS AND COLUMNS NOT 1 1/2 INCHES

EXPOSED TO WEATHER OR EARTH:

WALL OR SLAB SURFACES NOT EXPOSED

TO WEATHER OR EARTH:

#5 & SMALLER 3/4 INCH

#6 & #7 1 INCH

#8, #9, #10 & #11 1 1/2 INCHES

#14 & #18 2 1/2 INCHES

5. CONCRETE TYPES:

A. FOUNDATIONS, MISC. CURBS, HOUSEKEEPING PADS, ETC.:

a. 28-DAY STRENGTH: F'C = 4000 PSI

b. TYPE: NORMAL WEIGHT

B. DRILLED PIERS:

a. 28-DAY STRENGTH: F'C = 8000 PSI

b. TYPE: NORMAL WEIGHT

C. WALLS:

a. 28-DAY STRENGTH: F'C = 4000 PSI

b. TYPE: NORMAL WEIGHT

6. NON-SHRINK GROUT: ASTM C1107, WITH MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI.

7. PROVIDE BONDING AGENT AT ALL PATCHING WORK.

V. SHOTCRETE

1. USE SHOTCRETE ONLY WHERE DESIGNATED ON THE DRAWINGS. NO SUBSTITUTION OF

SHOTCRETE FOR CAST-IN-PLACE CONCRETE IS ALLOWED.

2. COMPLY WITH THE REQUIREMENTS OF THE CAST-IN-PLACE CONCRETE AND

REINFORCING STEEL SECTIONS OF THESE GENERAL NOTES, EXCEPT AS MODIFIED IN

THIS SECTION.

3. SHOTCRETE TYPES:

LOCATION 28-DAY STRENGTH

WALLS 4000 PSI

VI. STRUCTURAL STEEL

1. STRUCTURAL STEEL TO CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED:

SECTIONS TYPE

ROLLED SHAPES:

WIDE FLANGES ASTM A992

CHANNELS, ANGLES, & OTHER ASTM A36

PLATES:

COLUMN BASE PLATES ASTM A572, GR 50

BRACE GUSSET PLATES ASTM A572, GR 50

BEAM SHEAR CONNECTION PLATES ASTM A572, GR 50

COLUMN CONTINUITY PLATES ASTM A572, GR 50

BEAM STIFFENER PLATES ASTM A36

EDGE OF DECK BENT PLATE ASTM A36

OTHER ASTM A572, GR 50

STEEL PIPE ASTM A53 GRADE B

COLD FORMED STRUCTURAL TUBING (HSS) ASTM A500 GRADE B

STAINLESS STEEL SHAPES, PLATES & BARS ASTM A276, TYPE 304L

BOLTS ASTM F3125: GRADE A325X, F1852X

MACHINE BOLTS ASTM A307, GRADE A

STAINLESS STEEL BOLTS ASTM A193 B8M, CLASS 1

ANCHOR RODS ASTM F1554, GR55 W/ WELDABLE

SUPPLEMENT S1

ALL-THREAD ROD AND THRU BOLTS ASTM [A36;A572, GR50]

HIGH STRENGTH ALL-THREAD ROD ASTM A193 B7, GR105

STAINLESS STEEL ALL-THREAD ROD ASTM A193 B8M CLASS 2

HANGER ROD ASTM A572, GR50

WELDED SHEAR STUD CONNECTORS ASTM A108, GRADE 1015 TO1020

WELDED THREADED STUDS ASTM A108, GRADE 1015 TO 1020

NUTS FOR BOLTS AND MACHINE BOLTS ASTM A563

STAINLESS STEEL NUTS ASTM A194 GR8M

HARDENED WASHERS FOR BOLTS ASTM F436

UNHARDENED FLAT WASHERS ASTM F844, ANSI B18.22.1

STAINLESS STEEL WASHERS ASTM A276, TYPE 304

BEVELED WASHERS ANSI B18.23.1

2. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL

STEEL AND FASTENERS THAT ARE PERMANENTLY EXPOSED TO THE WEATHER. REPAIR

GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780. HOT-DIP GALVANIZE

ASTM F1554 RODS IN ACCORDANCE WITH ASTM F2329.

3. PRIME AND PAINT ALL INTERIOR STEEL.

4. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN THE COMPLETED

BUILDING ARE DESIGNATED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS),

CATEGORY [AESS 1, AESS 2, AESS 3, AESS 4, AS INDICATED ON THE DRAWINGS].

5. ARC-WELDING ELECTRODES/FILLER METALS TO BE LOW HYDROGEN TYPES E7XTX,

E7XTXX OR E70XXX MINIMUM AS APPLICABLE. ELECTRODES WITH CHARPY V-NOTCH

TESTS VALUES OF A MINIMUM 20 FOOT-POUNDS AT 0 DEGREES FAHRENHEIT AND 40

FOOT- POUNDS AT 70 DEGREES FAHRENHEIT ARE TO BE USED AT ALL WELDS OF THE

SEISMIC FORCE RESISTING SYSTEM (SFRS), WHERE DESIGNATED “DC” ON THE

DRAWINGS AND THE FOLLOWING LOCATIONS:

A. COMPLETE JOINT PENETRATION WELDS

B. BEAM TO COLUMN MOMENT CONNECTIONS – INCLUDING FLANGE, WEB,

DOUBLER PLATES, BASE PLATES, AND CONTINUITY PLATE FILLET AND PARTIAL

JOINT PENETRATION WELDS.

C. BRACE CONNECTIONS – INCLUDING BRACE, GUSSET, BASE PLATES, BEAM

STIFFENER PLATES, AND CONTINUITY PLATE FILLET AND PARTIAL JOINT

PENETRATION WELDS.

D. COLLECTORS – SHEAR TABS, FLANGE AND WEB WELDS

6. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED

CONSTRUCTION PROCEDURE ONLY.

VII. MECHANICAL ANCHORS

1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB-TZ (ICC-ESR-1917),

SIMPSON STRONG-BOLT 2 (ICC-ESR-3037) OR DEWALT POWER-STUD+ SD2 (ICC-

ESR-2502), UNLESS SPECIFICALLY NOTED OTHERWISE.

2. HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI HSL-3 ANCHORS (ICC-ESR-1545)

OR DEWALT POWER-BOLT+ (ICC-ESR-3260)

3. UNDERCUT ANCHORS: HILTI HDA (ICC-ESR-1546)[, SIMPSON STRONG-TIE TORQ-CUT (ICC-

ESR-2705); DEWALT ATOMIC+ UNDERCUT (ICC-ESR-3067).]

4. SCREW ANCHORS: HILTI HUS-EZ (ICC-ESR-3027), SIMPSON STRONG-TIE TITEN-HD (ICC-

ESR-2713), OR DEWALT SCREW-BOLT + (ICC-ESR-3889)

5. ANCHORS INTO CMU: [HILTI KB-3 (ICC-ESR-1385); HILTI KB-TZ (ICC-ESR-3785)],

[SIMPSON STRONG-TIE WEDGE-ALL (ICC-ESR-1396); SIMPSON STRONG-TIE TITEN-HD

(ICC-ESR-1056)], OR DEWALT POWER STUD+ SD1 (ICC-ESR-9266).

6. ALL EMBEDMENT DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE EMBEDMENT PER

MANUFACTURER.

7. INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND

MANUFACTURER INSTRUCTIONS.

8. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO

WEATHER. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS,

UNLESS OTHERWISE NOTED.

9. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE

HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR

DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE

ANCHOR AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK

GROUT. IF THE ANCHOR MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL

DETERMINE A NEW LOCATION.

10. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO

FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH

MECHANICAL ANCHORS.

11. ANCHORS REQUIRE PERIODIC SPECIAL INSPECTION AND ARE TO BE PROOF-TESTED BY

OWNER’S TESTING AND INSPECTION AGENCY.

12. TEST [25%, 50%, 100%] OF ANCHORS TO THE MANUFACTURER’S RECOMMENDED

INSTALLATION TORQUE OR RECOMMENDED TORQUE IN ICC-ESR REPORT.

VIII. ADHESIVE ANCHORS AND DOWELS

1. ANCHORS AND DOWELS INSTALLED INTO CONCRETE: HILTI HIT-RE-500-V3 (ICC-

ESR-3814), SIMPSON STRONG-TIE SET - 3G (ICC-ESR-4057) OR DEWALT PURE 110+ (ICC

ESR 3298). ALL EMBEDMENT DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE

EMBEDMENT PER MANUFACTURER.

2. ANCHORS AND DOWELS INSTALLED INTO CONCRETE MASONRY UNITS (CMU):

HILTI HIT-HY 270 (ICC-ESR-4143), SIMPSON STRONG-TIE SET-XP (IAPMO UES ER-265) OR

DEWALT AC100+ GOLD (ICC-ESR-3200).

3. THE TESTING LABORATORY IS TO PERFORM TENSION TESTS ON [25%, 50%, 100%] OF

ANCHORS AND DOWELS INSTALLED INTO CONCRETE TO THE FOLLOWING TEST LOADS:

4. ANCHORS AND DOWELS INSTALLED INTO UNREINFORCED BRICK MASONRY (URM): HILTI-

HY 270 (ICC-ESR-4144), SIMPSON STRONG-TIE SET (ICC-ESR-1772), OR DEWALT AC100+

GOLD (ICC-ESR-4105). USE SCREENS AS SPECIFIED BY THE MANUFACTURER.

5. THE TESTING LABORATORY IS TO PERFORM TENSION TESTS ON [10%, 25%] OF ANCHORS

AND DOWELS TO THE FOLLOWING TEST LOADS:

ROD DIA OR BAR SIZE EMBEDMENT TEST LOAD BASE MATERIAL

5/8” 12” 3000 # URM

3/4” 12” 3000 # URM

6. ANCHORS: ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSI

B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS

ASTM A193 GRADE B7 THREADED RODS TO USE ASTM A563 GRADE DH HEAVY HEX NUTS

AND ASTM F436 WASHERS.

7. REBAR DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL.

8. INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND

MANUFACTURER INSTRUCTIONS.

9. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE

HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR

DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE

DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK

GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE

ENGINEER WILL DETERMINE A NEW LOCATION.

10. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO

FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH

ADHESIVE ANCHORS.

X. STRUCTURAL TESTS, INSPECTIONS, AND OBSERVATIONS

A. THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CHAPTER “STRUCTURAL TESTS AND INSPECTIONS” OF THE

APPLICABLE CODE. REQUIREMENTS FOR TESTS AND INSPECTIONS ARE IDENTIFIED IN

THE SPECIFICATIONS.

A. SOILS AND EXCAVATIONS

B. REINFORCING STEEL

C. CAST-IN-PLACE CONCRETE

D. SHOTCRETE

E. STRUCTURAL STEEL

F. POST-INSTALLED ANCHORS

B. PROVIDE TESTS AND INSPECTIONS IN ACCORDANCE WITH THE [CITY OF XXXX , OSHPD,

DEFINE] TESTING AND INSPECTION FORM. REQUIREMENTS FOR TESTS AND

INSPECTIONS ARE IDENTIFIED IN THE SPECIFICATIONS.

D. NOTIFY THE ENGINEER AT SIGNIFICANT CONSTRUCTION STAGES 72 HOURS IN ADVANCE

AND PROVIDE ACCESS FOR THE FOLLOWING STRUCTURAL OBSERVATIONS:

A. FOUNDATIONS

a. REINFORCEMENT

B. CONCRETE

a. WALL REINFORCEMENT AND BOUNDARY ELEMENTS

C. INSTALLATION OF STEEL ELEMENTS AND PLATES PRIOR TO CONCRETE PATCH

BACK

XI. DESIGN CRITERIA

1. APPLICABLE CODE: 2018 IBC

2. VA H-18-8, NOV 1 2019 VERSION

3. FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING CRITERIA:

A. DRILLED PIERS:

a. ULTIMATE COMPRESSION: 375 K

b. ULTIMATE TENSION: 325 K

c. ULTIMATE LATERAL: 150 K

4. GRAVITY LOADS:

A. DEAD LOADS - VARY BASED ON ACTUAL BUILDING AND EQUIP OPERATING

WEIGHTS

B. LIVE LOADS: [SEE SHEET SX.XX]

a. ROOF [DEFINE] PSF (REDUCIBLE)

b. FLOOR [DEFINE] PSF (REDUCIBLE)

5. LATERAL/SEISMIC FORCE RESISTING SYSTEM (SFRS):

A. ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE

COMPLETED STRUCTURE IS PROVIDED BY CONCRETE SHEAR WALLS IN EACH

ORTHOGONAL DIRECTION (SEE PLANS FOR LOCATION AND ORIENTATION). THE

CONCRETE FLOORS ACT AS DIAPHRAGMS THAT TRANSFER THE LATERAL WIND

AND SEISMIC FORCES TO THE CONCRETE SHEAR WALLS. THE CONCRETE

SHEAR WALLS TRANSMIT THE LOADS TO THE BUILDING FOUNDATION. PREVIOUS

URM SHEAR WALLS ARE NO LONGER COSIDERED PART OF THE LATERAL

SYSTEM.

6. SEISMIC DESIGN:

A. VA H-18-8 CENTRAL PLANT = CRITICAL FACILITY

SEISMIC CRITERIA: ASCE 41-17 BSE 1N / BSE 2N 0.219

Sxs= BSE 1N 0.328 / BSE 2N 0.447 Sx1= BSE 1N 0.052 / BSE 2N 0.035

PERFORMANCE OBJECTIVE:

IMEDIATE OCCUPANCY IN THE BSE 1N

LIFE SAFETY IN THE BSE 2N

SITE CLASS: D

A. ANALYSIS PROCEDURE: NON-LINEAR STATIC

B. BASE LEVEL USED IN ANALYSIS: GROUND, LEVEL 1

6. WIND DESIGN:

A. BASIC WIND SPEED V (ULTIMATE): 127 MPH

B. bWIND EXPOSURE: B

C. RISK CATEGORY: IV

ROD DIA

OR BAR

SIZE

CMIN

TEST LOAD (LBS)

ANCHOR

LOCATED > CMIN &

< 12" FROM EDGE

ANCHOR

LOCATED > 12"

FROM EDGE

3/8", #3

1/2", #4

5/8", #5

3/4", #6

7/8", #7

1", #8

2"

2 1/2"

3"

4"

4 1/2"

5"

1,300

2,000

2,800

3,700

3,700

4,800

1,600

3,400

4,200

5,000

5,000

6,100

IX. NON STRUCTURAL ANCHORAGE NOTES

THE FOLLOWING GUIDELINES ARE APPLICABLE TO THE PROJECT

1. FLUID AND GAS PIPING SUSPENDED GREATER THAN 1 FT BELOW THE DECK ARE TO BE SEISMICALLY

BRACED AND ANCHORED TO THE STRUCTURE.

2. FLUID AND GAS PIPING CONNECTIONS TO MECHANICAL EQUIPMENT ARE TO HAVE FLEXIBLE

CONNECTIONS.

3. FOR LONG RUN PIPING, SEISMIC BRACES DISTANCES ARE SHOWN ON THE DRAWINGS AS DESIGN INTENT CONTRACTOR SHALL COORDINATE WITH BUILDING STRUCTURE AND ALL OTHER UTILITIES

FOR EXACT LOCATION OF THE BRACES.

4. FOR SHORT RUN PIPING, SEISMIC BRACES DISTANCES MAY NOT BE SHOWN ON THE DRAWINGS.

CONTRACTOR SHALL COORDINATE WITH BUILDING STRUCTURE AND ALL UTILITY FOR EXACT

LOCATION OF BRACES, PROVIDED THAT EACH PIPE SHALL HAVE AT LEAST TWO SEISMIC BRACES AT

EACH END.

5. AMY FLUID AND GAS PIPING UNDER PRESSURE ARE TO BE SEISMICALLY BRACED AND ANCHOR TO

THE BUILDING STRUCTURE.

6. A\CONDUIT GREATER THAN 2.5 IN TRADE SIZE THAT IS ATTACHED TO PANELS, CABINETS, OT OTHER

EQUIPMENT ARE TO HAVE FLEXIBLE COUPLINGS OR CONNECTIONS.

7. INTEGRATED SUSPENDED CEILINGS GREATER THAN 144 SQ FT ARE TO BE LATERALLY RESTRAINED

AT A SPACING NO GREATER THAN 12 FT.

8. LIGHT FIXTURES THAT WEIGH MORE PER SQUARE FOOT THAN THE CEILING THEY PENETRATE ARE TO BE SUPPORTED INDEPENDENT OF THE GRID CEILING SUSPENSION SYSTEM BY A MINIMUM OF TWO

WIRES AT DIAGONALLY OPPOSITE CORNER OF EACH FIXTURE.

9. TALL NARROW EQUIPMENT AND CONTENTS MORE THAN 6 FT (1.8 M) HIGH WIITH A HEIGHT-TO-DEPTH OR HEOGHT-TO-WIDTH RATIO GREATER THAN 3-TO-1 ARE TO BE ANCHORED TO THE FLOOR SLAB, ADJACENT STRUCTURAL WALLS OR EACH OTHER.

10. FLOOR SUPPORTED OR PLATFORM SUPPORTED EQUIPMENT WEIGHING MORE THAN 400 LBS ARE TO

BE ANCHORED TO THE STRUCTURE.

11. THE DRAWINGS ARE PREPARED TO PROVIDE DESIGN INTENT. CONTRACTOR SHALL BE RESPONSIBLE

FOR CHECKING, COORDINATING AND VERIFYING ALL DIMENSIONS IN THE FIELD.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING SHOP DRAWINGS AND SUBMIT TO THE AVE

FOR APPROVAL

13. THE SEISMIC BRACES SHOWN ON THE DRAWING ARE THE INTENT LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SURVEY OF EXISTING CONDITION AND PROVIDE AVE FOR APPROVAL

WITH THE FINAL LOCATIONS OF THE SEISMIC BRACES PRIOR TO COMMENCE THE WORK.

14. DESIGN LOADS:

A. BUILDING RISK CATEGORY IV - ESSENTIAL FACILITY

B. DEAD LOADS - ACTUAL WEIGHT OF THE PIPING AND ITS ACCESSORIES

C. SEISMIC PARAMETER, SEE SG-001

R

LARUTCURTS

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No. S 5113

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DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500

San Francisco, CA 94105

415.392.6952 PHONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

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F

A

B

C

D

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F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

561-18-903

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

06/03/22

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GENERAL NOTES

100% CONSTRUCTION DOCUMENTS

Revisions: Date:

100% Construction Documents 4/1/22

REFERENCE SYMBOLS

DETAIL/SECTION

SECTION NUMBER

LINE OF SECTION CUT

DIRECTION OF VIEW

S3.1

DETAIL

DETAIL PLAN OR ELEVATION

SINGLE ELEVATION

GRID LINES

LEVEL LINE

WORK POINT

REVISION

REFERENCED ELEVATION

METAL DECK & FILL

PLAN SYMBOLS

CONCRETE FILL

SHEAR CONNECTIONS

COLUMNS

BRACED FRAME OR DIAGONAL BRACE

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME

SHEET

S5.2

DETAIL NUMBER

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME

SHEET

LINE OF SECTION CUT

DIRECTION OF VIEW

S6.3 AREA OF DETAIL

S5.1

AREA OF ENLARGED

PLAN OR ENLARGED

ELEVATION

DIRECTION OF VIEW

ELEVATION NUMBER

A

INDICATES HEIGHT ABOVE

DATUM

WP

WORK POINT OF CONNECTION,

POINT WHERE FORCES ARE

RESOLVED

REVISION NUMBER-

SEE REVISION HISTORY ON

TITLE BLOCK OF EACH SHEET

TOW

EL 98'-0"

DESCRIPTION OF REFERENCED

POINT

ELEVATION OF POINT

ABOVE DATUM

SINGLE ARROW INDICATES

EDGE OF DECK

EXTENT TO EDGE OF SLAB OR WALL, TYP.

SLAB TYPE, SEE SHEET NOTES FOR

DETAIL REFERENCE

ORIENTATION OF METAL

DECK

CONCRETE FILL

CONCRETE SLAB OR WALL

EXTENT TO EDGE OF SLAB

OR WALL, TYP.

SINGLE ARROW INDICATES

EDGE OF CONCRETE

TYPICAL SHEAR CONNECTION

WIDE-FLANGE COLUMN, SEE

COLUMN SCHEDULE

TUBE COLUMN, SEE COLUMN

SCHEDULE

BRACE ABOVE

BEAM DESIGNATIONS

W16X31 [22]

(-4 1/2") <3/4">

BEAM SIZE

INDICATES NO. SHEAR STUDS

TOP OF STEEL RELATIVE

TO REFERENCE ELEVATION

INDICATES BEAM CAMBER

KEY NOTE

SEE LIST OF NOTES ON

EACH SHEET

MATERIAL SYMBOLS

STEEL

CONCRETE (NEW)

CONCRETE (EXISTING)

EARTH, UNDISTURBED

ROCK FILL OR GRAVEL

EARTH, COMPACTED

GROUT OR SAND

S3.1

DRAWING SHEET NUMBER,

HYPHEN INDICATES SAME

SHEET

S#

BRACE BELOW

BRICK MASONRY

CONCRETE, ELEVATED OR

DEPRESSED

CMU MASONRY

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

GATE VALVE - THREADED/FLANGED

GLOBE VALVE - THREADED/FLANGED

WYE STRAINER (WITH BALL VALVE & HOSE CONNECTION)

WYE STRAINER WITH VALVED DRAIN AND QUICK-

COUPLE HOSE CONNECTOR

VALVE SYMBOLS

ANCHOR

REDUCER OR INCREASER

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PIPE UP

PIPE DOWN

GENERAL PIPING SYMBOLS

PIPE TRANSITION

PIPE ELBOW

PIPE COUPLING

PIPE TEE

R

LARUTCURTS

R O

BERT M. GRA

F F

No. S 5113

E G

IS

T E

RE

D

PROFESS IONAL

ENG

IN

E E

R

S

TATE

OF CAL IFORN

IA

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500 San Francisco, CA 94105

415.392.6952 PHONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

561-18-903

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

06/03/22

RMG MAM

C U s e rs

\m m a ra s ig

\D o c u m e n ts \C

.0

V e te ra n s M e d ic a l C e n te r

E a s t O ra n g e

R m m a ra s ig

.r v t

/2

/2

:1

:0

P

M

SG-002

SYMBOLS AND ABBREVIATIONS

100% CONSTRUCTION DOCUMENTS

JH JOIST HANGER

JST,JSTS JOIST, JOISTS

JT JOINT

KO KNOCK-OUT

L ANGLE

LEV LEVEL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONGIT LONGITUDINAL

LP LOW POINT

LT LIGHT

LWC LIGHTWEIGHT CONCRETE

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING DOCUMENTS

MEZZ MEZZANINE

MF MOMENT FRAME

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

NF NEAR FACE

NIC NOT IN CONTRACT

NOM NOMINAL (DIAMETER)

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

OBF ORDINARY BRACED FRAMES

OC ON CENTER

OD OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

P-T POST-TENSION

PC, PCS PIECE, PIECES

PCC PRECAST CONCRETE

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLYWD PLYWOOD

PT PRESSURE TREATED

PTN PARTITION

R RADIUS

REBAR REINFORCING BAR

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

RFG ROOFING

RO ROUGH OPENING

RSJ ROLLED STEEL JOIST

S.A.D. SEE ARCHITECTURAL DOCUMENTS/DRAWINGS

S.M.D. SEE MECHANIAL DRAWINGS

SCHED SCHEDULE

SECT SECTION

SEOR STRUCTURAL ENGINEER OF RECORD

SFRS SEISMIC FORCE RESISTING SYSTEM

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SMF SPECIAL MOMENT FRAME

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SP STRUCTURAL PLYWOOD

SPEC, SPECS SPECIFICATION, SPECIFICATIONS

SPSW SPECIAL PLATE SHEAR WALL

SQ SQUARE

SS STAINLESS STEEL

STAG STAGGER or STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUP OR STIRRUPS

STL STEEL

STRUCT STRUCTURAL

SUB SUBSTITUTE

SUSP SUSPENDED

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE and GROOVE

T.O. TOP OF

THK THICK

THRD THREADED

THRU THROUGH

TN TOE NAIL

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TR TREAD

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

URM UNREINFORCED MASONRY

VENT VENTILATE

VERT, (V) VERTICAL

VIF VERIFY IN FIELD

W or WF WIDE FLANGE

W/ WITH

W/O WITHOUT

WD WOOD

WP WORK POINT

WS WOOD SCREW

WT WEIGHT/TEE SECTION

WWM WELDED WIRE MESH

X HVY EXTRA HEAVY

X STR EXTRA STRONG

XX HVY DOUBLE EXTRA HEAVY

XX STR DOUBLE EXTRA STRONG

(E) EXISTING

(N) NEW

# NUMBER

& AND

@ AT

Ø DIAMETER OR ROUND

ℓd DEVELOPMENT LENGTH ℓdh HOOK DEVELOPMENT LENGTH ℓs LAP SPLICE LENGTH

AA ADHESIVE ANCHOR

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALT CONCRETE

ADDL ADDITIONAL

ADJ ADJACENT

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECTURAL / ARCHITECT

ASPH ASPHALT

ASTM AMERICAN SOCIETY for TESTING and MATERIALS

AWG AMERICAN WIRE GAUGE

B. O. BOTTOM OF

BF BOTH FACES

BF BRACED FRAME

BLDG BUILDING

BLK, BLKG BLOCK OR BLOCKING

BLW BELOW

BM, BMS BEAM, BEAMS

BN BOUNDARY NAILING

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRBF BUCKLING RESTRAINED BRACE FRAME

BRG BEARING

BS BOTH SIDES

BSMT BASEMENT

BTWN BETWEEN

BW BOTH WAYS

C CHANNEL

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CSK COUNTERSINK

CTR CENTER

d PENNY (NAIL SIZE)

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DEMO DEMOLITION

DET, DETS DETAIL, DETAILS

DIA, DIAM DIAMETER

DIAG DIAGONAL

DIM, DIMS DIMENSION, DIMENSIONS

DIST DISTANCE

DK, DKG DECK OR DECKING

DN DOWN

DO DITTO

DP DEEP

DS DIAGONAL SHEATHING

DSA DIVISION OF THE STATE ARCHITECT

DWG, DWGS DRAWING, DRAWINGS

DWL, DWLS DOWEL, DOWELS

EA EACH

EBF ECCENTRIC BRACE FRAME

EF EACH FACE

EJ EXPENSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EN EDGE NAILING

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXCAV EXCAVATION

EXP EXPANSION

EXT EXTERIOR

FDN FOUNDATION

FF FAR FACE

FIN FINISH

FLG FLANGE

FLR, FLRS FLOOR, FLOORS

FN FIELD NAILING

FO FACE OF

FOC FACE OF CONCRETE

FOS FACE OF STUD

FP FIREPROOF

FRMG FRAMING

FS FAR SIDE

FT FOOT OR FEET

FTG, FTGS FOOTING, FOOTINGS

GA GAUGE

GALV GALVANIZED

GL GLU-LAM

GLB GLU-LAM BEAM

GR GRADE

GRND GROUND

GYP GYPSUM

HDG HOT DIPPED GALVANIZED

HDR HEADER

HK, HKS HOOK, HOOKS

HORIZ, (H) HORIZONTAL

HP HIGH POINT

HSB HIGH STRENGTH BOLTS

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

ID INSIDE DIAMETER/DIMENSION

INFO INFORMATION

ABBREVIATIONS

(N) SHOTCRETE STRENGTHENING

(N) URM WALL STRONG BACKS

(N) BUTTRESS SHEAR WALL

(N) CONNECTIONS BETWEEN ADDITION

AND ORIGINAL BUILDING

(N) STEEL PENTHOUSE BRACING

(N) DRILLED PIER

(N) SHOTCRETE STRENGTHENING

SCOPE OF WORK:

1. SHOTCRETE WALL OVER EXISTING URM ON NORTH, SOUTH, AND EAST WALLS.

2. SHOTCRETE BUTTRESS ON NORTH SIDE WITH DRILLED PIERS

3. STEEL BRACING AT PENTHOUSE AND MEZZANINE

4. STEEL HSS STRONG BACKS ON SOUTH URM WALL

5. CONCRETE COLLECTOR ON ROOF

6. PARAPET BRCING

7. MISC CONN STRENGTHENING

R

LARUTCURTS

R O

B

ERT M. GRA

F F

No. S 5113

E G

I S T E R

ED

PROFESSIONAL

E N G

I N E

E R

S

T

ATE

OF CAL IFOR

N

IA

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500

San Francisco, CA 94105

415.392.6952 PHONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169

P: 617-481-6390 F: 617-687-5990

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

561-18-903

VA New Jersey Healthcare System (NJ HCS), 385 Tremont

Avenue, East Orange NJ 07018

06/03/22

RMG MAM

C

U s e rs \m m a ra s ig

\D o c u m e n ts

\C

.0

V e te ra n s M e d ic a l C e n te r

E a s t

O ra n g e

R m m a ra s ig

.r v t

/2

/2

:1 :1

P

M

S-100

ISOMETRIC

100% CONSTRUCTION DOCUMENTS

F1 ISOMETRIC VIEW

B B

B.3 B.3

D D

C.3 C.3

C C

F6

S-301

DRILLED PIERS

A.0

20'-0" 25'-4" 28'-0" 28'-0" 28'-0" 29'-5" 1'-0"

/2

C1

S-401

F1

S-401

F7

S-402 D4

S-402

FURTHER OFFSET FROM GRID MAY NEED

TO BE ADJUSTED BASED ON EXISTING

FOOTING SIZE. CONTRACTOR TO NOTIFY

OWNER IF THE EXISTING FOOTING IS

ENCOUNTERED AND PROVIDE A

SUGGESTED OFFSET

EXISTING TUNNEL

SHEET NOTES:

1. ALL INFORMATION AND SIZES ARE TO BE VIF BY THE CONTRACTOR

2. RELOCATE UTILITIES AND EQUIPMENT AS NEEDED TO FACILITATE CONSTRUCTION

OF STRUCTURAL WORK AS SHOWN.

R

LARUTCURTS

R O

BERT M. GRA

F F

No. S 5113

E G

IS

T E R

ED

PROFESS IONAL

EN

G

IN

E

E R

S

TATE

OF CAL IFORN

IA

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500

San Francisco, CA 94105

415.392.6952 PHONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

561-18-903

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

06/03/22

RMG MAM

C U s e rs

\m m a ra s ig

\D o c u m e n ts \C

.0

V e te ra n s M e d ic a l C e n te r

E a s t O ra n g e

R m m a ra s ig

.r v t

/2

/2

:1

:1

P

M

SB-101

BASEMENT/FOUNDATION PLAN

100% CONSTRUCTION DOCUMENTS

3/16" = 1'-0"

F1 BASEMENT/FOUNDATION PLAN

B B

B.3

D D

C.3

C C

F6

S-301

(E) CB-1 (E

C B

-2

(E

C B

-2

(E

C B

-2

(E

C B

-2

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E

C B

-3

(E

C B

-3

(E

C B

-3

(E

C B

-3

(E

C B

-3

(E

C B

-4

(E

C B

-4

(E

C B

-4

(E

C B

-4

(E

C B

-4

(E

C B

-6

(E

C B

-6

(E

C B

-6

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45

(E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45

(E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45

(E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45 (E) W12x45

(E

C B

-2

(E

C B

-2

(E

C B

-2

(E

C B

-2

(E) B1

(E) B1

(E) B1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

(E) CB-1

6" CONCRETE OR SHOTCRETE WALL

EXTERIOR STRENGTHENING

6" CONCRETE OR SHOTCRETE

WALL EXTERIOR STRENGTHENING

6" CONCRETE OR SHOTCRETE

WALL EXTERIOR STRENGTHENING

12" CONCRETE OR SHOTCRETE WALL

34'-4"

/2

DRILLED PIER, SEE ELEVATION

36" DEEP x36" WIDE

CONCRETE GRADE BEAM

A.0

20'-0" 25'-4" 28'-0" 28'-0" 28'-0" 29'-5"

1'-0"

/2

C1

S-401

F1

S-401

F7

S-402 D4

S-402

(E) 4" CONC SLAB

HSS STRONG BACK SEE ELEVATION

AND B3/S-301, TYP

(E) 2'-0"x1'-0"

FOUNDATION

(E) 6'-0"x6'-0"x1'-4" FOUNDATION

(BOTTOM OF FOUNDATION 192')

(E) 5'-0"x5'-0"x1'-2" FOUNDATION

(BOTTOM OF FOUNDATION 195')

(E) FOUNDATION (BOTTOM

OF FOUNDATION 192.5')

(E) 5'-0"x5'-0"x1'-2" FOUNDATION

(BOTTOM OF FOUNDATION 194')

(E) 5'-6"x5'-6"x1'-4" FOUNDATION

(BOTTOM OF FOUNDATION 189.5')

(E) CMU MASONRY WALL

(E) BRICK MASONRY WALL

HSS STRONG BACK SEE ELEVATION

AND B3/S-301, TYP

EXISTING TUNNEL BELOW

TYP

SHEET NOTES:

1. ALL INFORMATION AND SIZES ARE TO BE VIF BY THE CONTRACTOR

2. DEMO EXISTING PAVING AND LANDSCAPE AS NEEDED TO COMPLETE

CONSTRUCTION. REBUILD IN KIND.

3. RELOCATE UTILITIES AND EQUIPMENT AS NEEDED TO FACILITATE CONSTRUCTION

OF STRUCTURAL WORK AS SHOWN.

R

LARUTCURTS

R O

BERT M. GRA

F F

No. S 5113

E G

IS

T E R

ED

PROFESS IONAL

EN

G

IN

E

E R

S

TATE

OF CAL IFORN

IA

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500

San Francisco, CA 94105

415.392.6952 PHONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

561-18-903

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

06/03/22

RMG MAM

C U s e rs

\m m a ra s ig

\D o c u m e n ts \C

.0

V e te ra n s M e d ic a l C e n te r

E a s t O ra n g e

R m m a ra s ig

.r v t

/2

/2

:1

:2

P

M

SF-102

FIRST FLOOR PLAN

100% CONSTRUCTION DOCUMENTS3/16" = 1'-0"

F1 FIRST FLOOR PLAN

B B

B.3

D D

C.3

C C

F6

S-301

(E) W16x36

(E) W24x94

(E) W16x36

(E) W16x36

(E) W16x36

(E) W16x50

(E

W x

(E

W x

(E

W x

(E

C x .3

(E

S x .4

(E) C8x11.5

(E

S x .5

(E) W16x31

(E) W16x26

(E) W18x35

(E) W14x22

(E) W14x22

(E

W x

(E

W x

(E

W x

(E) W16x26

(E

W x

(E

W x

(E

W x

(E

W x

(E) W10x26

(E) W10x26

6" CONCRETE OR SHOTCRETE

WALL EXTERIOR STRENGTHENING

6" CONCRETE OR SHOTCRETE WALL

EXTERIOR STRENGTHENING, KEEP

WINDOW OPENINGS, SHOTCRETE

AROUND OPENINGS, TYP

6" CONCRETE OR SHOTCRETE

WALL EXTERIOR STRENGTHENING

12" CONCRETE OR

SHOTCRETE WALL

V .I .F

34'-4"

A.0

20'-0" 25'-4" 28'-0" 28'-0" 28'-0" 29'-5"

1'-0"

/2

C1

S-401

F1

S-401

F7

S-402 D4

S-402

(E) 3" CONC ON 1 1/2" MTL DECK

(4 1/2" TOTAL THICKNESS)

(T.O. SLAB = 12'-6")

(E) 5" CONC SLAB

(T.O. SLAB = 12'-10")

HSS STRONG BACK SEE ELEVATION

AND B3/S-301, TYP

S-610

E9

S-610

F3

S-610

F3

(N) W18x40 MATCH

ELEVATION OF ADJ W18

D3

S-610

D3

S-610

SIM

C9

S-610

1 1.9 3 4 5 6 7

A A

B B

F6

S-301

A.0

F1

S-401

D4

S-402

(E) C15x33.9 (E) C15x33.9 (E) C15x33.9 (E) C15x33.9 (E) C15x33.9

(E) W16x36(E) W16x36(E) W16x36(E) W16x36(E) W24x84

(E

W x

(E

W x

(E

W x

(E

W x

(E) W16x40 (E) W18x50 (E) W18x50 (E) W18x50 (E) W18x50

(E

C x .5

(E

C x .5

(E

C x .5

(E

C x .5

(E

C x .5

(E

C x .5

(E

C x .5

(E

C x .5

(E) 5" CONC SLAB

(T.O. SLAB = 17'-0")

F5

S-610

F5

S-610

#7 DRAG BAR TO (E) COLUMN

C3

S-610

S-511

A5

SHEET NOTES:

1. ALL INFORMATION AND SIZES ARE TO BE VIF

2. RELOCATE UTILITIES AND EQUIPMENT AS NEEDED TO FACILITATE CONSTRUCTION

OF STRUCTURAL WORK AS SHOWN.

R

LARUTCURTS

R O

BERT M. GRA

F F

No. S 5113

E G

IS

T E R

ED

PROFESS IONAL

EN

G

IN

E

E R

S

TATE

OF CAL IFORN

IA

DEGENKOLB ENGINEERS

www.degenkolb.com

375 Beale Street, Suite 500

San Francisco, CA 94105

415.392.6952 PHONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

100% CONSTRUCTION

DOCUMENTS

CORRECT SEISMIC

DEFICIENCIES BLDG. 8

561-18-903

VA New Jersey Healthcare System (NJ HCS), 385 Tremont Avenue, East Orange NJ 07018

06/03/22

RMG MAM

C U s e rs

\m m a ra s ig

\D o c u m e n ts \C

.0

V e te ra n s M e d ic a l C e n te r

E a s t O ra n g e

R m m a ra s ig

.r v t

/2

/2

:1

:2

P

M

SF-103

MEZZANINE FRAMING PLAN

100% CONSTRUCTION DOCUMENTS

3/16" = 1'-0"

D1 LOWER MEZZANINE FRAMING PLAN

3/16" = 1'-0"

F1 UPPER MEZZANINE FRAMING PLAN

B B

B.3

D D

C.3

C C

F6

S-301

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E) W16x36(E) W16x36(E) W16x36(E) W16x36

(E) W16x36

(E) W8x18

(E) W24x94

(E) W16x36

(E) W16x36

(E) W16x36

(E) W16x36 (E) W16x36

(E) W16x40(E) W16x40(E) W16x40(E) W16x40

(E) W16x36 (E) W16x36 (E) W16x36 (E) W16x36

(E) W16x40(E) W16x40(E) W16x40(E) W16x40

(E) W16x40(E) W16x40(E) W16x40(E) W16x40

(E) W16x40(E) W16x40(E) W16x40(E) W16x40

(E) W16x40(E) W16x40(E) W16x40(E) W16x40

(E

W x

(E) W24x94

(E) W8x18

(E) W8x18

(E)…