804CM3021 Beverly NC Bid Dwgs.pdf

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

DEPARTMENT OF VETERANS AFFAIRS

BEVERLY NATIONAL CEMETERY

BID DOCUMENTS - 100%

NCA PROJECT NO. 804CM3021

916 BRIDGEBORO RD, BEVERLY, NJ 08010

APPLICABLE CODES AND STANDARDS

1. PORTIONS OF EXISTING CONDITIONS TRACED FROM MAPS RECEIVED FROM DEPARTMENT OF VETERAN AFFAIRS. SURVEY PERFORMED

FOR MAJORITY OF SITE.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, DIMENSIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE VA/COR. THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER THE DISCREPANCIES HAVE

BEEN RESOLVED.

3. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON SURVEYED INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE VA/COR IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE VA/COR. THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TO CALL DIG SAFE (811) AS WELL AS RETAIN A SUBCONTRACTED UTILITY FINDER COMPANY (THIRD PARTY) TO CONFIRM ALL UTILITIES IN THE AREA OF EXCAVATION.

4. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK OPERATIONS.

5. THE CONTRACTOR SHALL NOTIFY THE VA/COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL

OPERATION.

6. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREA WITH VEGETATION OR MULCH, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS OF DEMOLITION AND PROPOSED WORK. THIS INCLUDES STAGING AREA AND LAYDOWN AREAS. AREAS THAT CANNOT BE

STABILIZED SHALL BE SURROUNDED ON THE DOWNHILL SIDE BY SILT FENCE.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL.

8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

9. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER, HIRED BY VA, SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING

THE WORK.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS

REQUIRED BY ANY REGULATORY AGENCY.

11. MATERIAL QUANTITIES ARE ESTIMATED FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

QUANTITIES OF REPAIRED OR REPLACED MATERIALS.

12. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

13. CONTRACTOR TO CONSTRUCT PATHS AND OTHER PAVED AREAS IN SUCH A MANNER AS TO ENSURE THAT NO AREAS RESULT IN

PONDING OF WATER.

GENERAL NOTES

1. THE CEMETERY IS CLOSED TO NEW INTERNMENTS SO INTERNMENT CEREMONIES ARE UNLIKELY

TO OCCUR. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED

REPRESENTATIVE. ALLOWABLE WORK TO BE DETERMINED BY RESIDENT ENGINEER AND

CEMETERY DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL

BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS

SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK

LOUD, PLACE PERSONAL ITEMS ON HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES

4. THE EFFECT OF WORK ON VISITOR ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED VISTOR TRAFFIC ROUTES SHALL BE WELL DEFINED WITH

PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED GRAVE PLOTS. ALL EFFORT WILL

BE MADE TO MAINTAIN DISTANCE FROM OCCUPIED GRAVE PLOTS.

CODE OF CONDUCT

SCALE: N.T.S.

VICINITY MAP

SCALE: N.T.S.

LOCATION MAP

- BUILDING CODE:

- ELECTRICAL:

- ACCESSIBILITY CODE: 2017 (ICC) INTERNATIONAL CODE COUNCIL ANSI A117.1

2021 (IBC) INTERNATIONAL BUILDING CODE, NJ EDITION

2020 (NEC) NATIONAL ELECTRICAL CODE

- MECHANICAL: 2021 INTERNATIONAL MECHANICAL CODE

LEGEND

LIGHT POLE

POWER POLE

ELECTRIC BOX

SANITARY MANHOLE

STORM MANHOLE

WATER MANHOLE

CATCH BASIN

FIRE HYDRANT

MANHOLE

WATER SHUTOFF VALVE

FLARED END SECTION

ELECTRIC MANHOLE

ELECTRIC METER

SIGN

VASE WATERING STATION

WAYFINDING SIGN

SECTION MARKER

FENCE

TRAFFIC REGULATORY SIGN

UNDERGROUND ELECTRIC

PROPOSED PIPING

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED CATCH BASIN

PROPOSED HEADWALL

BURIED ELECTRIC LINE

OVERHEAD ELECTRIC LINE

GAS LINE

FENCE

WATER LINE

STORM LINE

SANITARY LINE

645 EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

IRRIGATION LINE

PROPERTY LINE

CHAIN LINK FENCE LINE

UNDERGROUND POWER

COMM. CONDUIT LINE

SANITARY FORCE MAIN

DRAWING INDEX

DRAWING

NUMBER SHEET TITLE

G-001 COVER

A-101 ADMINISTRATION BUILDING - NEW WORK AND DEMOLITION FLOOR PLANS

A-102 ADMINISTRATION BUILDING - NEW WORK AND DEMOLITION ROOF PLANS

A-111 ROSTRUM - NEW WORK AND DEMOLITION PLANS

CV101 ADMINISTRATION BUILDING EXISTING CONDITIONS PLAN

A-211 ROSTRUM - EXTERIOR ELEVATIONS

TEMP / CONSTRUCTION FENCE

STAGING AREA

BID ITEM OPTIONS

OPTION 1: ROSTRUM CONCRETE SLAB REPAIR WORK (REFERENCE

CD103/ CS103/ A-111).

OPTION 2: CARETAKER'S LODGE STORM WATER REPAIR WORK

(REFERENCE CD102/ CS102).

M-101 MECHANICAL NEW WORK AND DEMOLITION FLOOR PLANS

E-001 ELECTRICAL LEGEND & ABBREVIATIONS

E-101 ELECTRICAL ADMIN BUILDING POWER PLAN

E-111 ELECTRICAL ROSTRUM FLOOR PLANS

A-201 ADMINISTRATION BUILDING - EXTERIOR ELEVATIONS

P-101 PLUMBING NEW WORK AND DEMOLITION FLOOR PLANS

CV102 ROSTRUM EXISTING CONDITIONS PLAN

CD101 ADMINISTRATION BUILDING CIVIL DEMOLITION PLAN

CD102 CARETAKERS LODGE CIVIL DEMOLITION PLAN

- PLUMBING: 2021 NATIONAL PLUMBING CODE, NJ EDITION

CS101

CS102

ADMINISTRATION BUILDING - CIVIL SITE PLAN

CARETAKERS LODGE - CIVIL SITE PLAN

COVER

EAH ANB

G-001

A-601 ADMINISTRATION BUILDING - WINDOW INFORMATION

A-401 ADMINISTRATION BUILDING - FINISHES PLAN AND INTERIOR ELEVATIONS

CS103 CIVIL SITE DETAILS

CV103 CARETAKERS LODGE EXISTING CONDITIONS PLAN

CD103 ROSTRUM CIVIL DEMOLITION PLAN

CS104 CIVIL DETAILS

CS105 CIVIL DETAILS

D4 A-201

F4 A-201

B4 A-201

D7 A-201

FE

A

A

A

AABA

D

D

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST

D D D

DDD

C C

F3

A-401

7 7

E6

E8

A-401

E4

A-401

E2

A-401

5'-0"

MIN CLR

5'-0"

MIN CLR

4'- 9"

CONCRETE ADA

COMPLIANT RAMP,

SEE CIVIL

40'-5"±

61'-4"±

'-3

3/ 8"

'-0

4 5

4 5

10101010

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST.

10 1010

10 10 10

10 10

18 18

EXISTING TO REMAIN

TO BE REMOVED

NEW WORK

F3 A-101

DETAIL NUMBER

SHEET ON WHICH

DETAIL IS DRAWN

X WINDOW TAG

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

ADMINISTRATION BUILDING -

NEW WORK AND DEMOLITION

FLOOR PLANS

EAH ANB -- --

A-101

NOTES

1. SEE SHEET G-001 FOR GENERAL NOTES, ABBREVIATIONS,

LEGENDS AND SYMBOLS. SEE SHEET A-401 FOR FINISHES

AND TOILET ACCESSORIES AND SHEET A-601 FOR

WINDOW INFORMATION

2. PROTECT EXISTING CONSTRUCTION, FURNITURE, AND

EQUIPMENT TO REMAIN FROM DUST OR DAMAGE.

3. REFERENCE ENGINEERING DRAWINGS FOR CIVIL,

PLUMBING, MECHANICAL, AND ELECTRICAL

COORDINATION AND FURTHER INFORMATION.

4. DIMENSIONS ARE FROM FACE OF MASONRY TO FACE OF

MASONRY AND FACE OF STUD TO FACE OF STUD.

5. WHERE MECHANICAL, ELECTRICAL, AND PLUMBING

DEVICES ARE REMOVED OR CAPPED, PATCH AND REPAIR

FINISHES TO MATCH SURROUNDING FINISHES.

6. PATCH AND REPAIR ANY DAMAGE TO EXPOSED SURFACES

INDICATED TO REMAIN WITHIN THE WORK AREA TO

RESTORE ORIGINAL CONDITION AND TO PROVIDE A

UNIFORM FINAL FINISH, INCLUDING WHERE SURFACE

MOUNT LIGHT FIXTURES ARE REPLACED

7. PATCH AND REPAIR WALL, FLOOR, AND CEILING

SUBSTRATES AND PREPARE TO RECEIVE NEW FINISHES.

8. NO ARCHITECTURAL WORK IN CLOSET 103, GENERAL

OFFICE 105, OR OFFICE 106.

9. MEN'S TOILET 108 AND WOMEN'S TOILET 109 COUNTER

TOPS, SINKS, AND RECESSED WASTE RECEPTACLE TO

REMAIN.

10. EXISTING DOORS TO REMAIN WITH NO WORK EXCEPT

WHERE HARDWARE AND/OR FINISH WORK IS NOTED.

DEMO KEYED NOTES

1/4" = 1' - 0" 2' 4' 8'0REF:F3 NEW WORK FLOOR PLAN

A-101

1/4" = 1' - 0" 2' 4' 8'0REF:C3 DEMOLITION FLOOR PLAN

A-101

1. REMOVE TOILET COMPARTMENTS

2. REMOVE TOILET ACCESSORIES

3. REMOVE MIRROR AND SALVAGE FOR REINSTALLATION

4. REMOVE CERAMIC WALL TILE

5. REMOVE CERAMIC TILE FLOORING DOWN TO SUBSTRATE

INCLUDING SETTING BED, MASTIC, AND/OR UNDERLAYMENT

6. REMOVE COUNTER, SHELVING BELOW TO REMAIN

7. REMOVE GRAVESITE LOCATOR AND SALVAGE FOR

REINSTALLATION

8. REMOVE VINYL FLOORING AND WOOD WALL BASE AND

ADHESIVE DOWN TO SUBSTRATE

9. REMOVE CARPET FLOORING AND ADHESIVE DOWN TO

SUBSTRATE

10. REMOVE WINDOW (INCLUDING WOOD SILL, BLOCKING,

BRICKMOLD, AND INTERIOR TRIM WHERE OCCURS)

11. REMOVE SPLASH BLOCK

12. REMOVE PORTION OF WALL AS REQUIRED TO FACILITATE

AND CONCEAL PLUMBING WORK

13. REMOVE STRIKE AND CYLINDRICAL LOCKSET WITH KNOB

14. REMOVE WALL COVERING AND ADHESIVE RESIDUE

15. REMOVE GRAB BAR AND TOILET ACCESSORIES

16. REMOVE PORTION OF WALL AS REQUIRED TO REROUTE

AND CONCEAL WIRING FOR ELECTRIFIED DOOR HARDWARE

17. REMOVE SIGN AND METAL FRAME. WOOD PANEL AND

FRAME TO REMAIN

18. REMOVE DAMAGED EXTERIOR WOOD TRIM, INCLUDING

WOOD STOPS AROUND EACH PANE, REFER TO ELEVATIONS

19. REMOVE PORTION OF CONCRETE SLAB TO FACILITATE

PLUMBING WORK

20. REMOVE PORTION OF CEILING TO FACILITATE PLUMBING

WORK

21. REMOVE MIRROR

KEYED NOTES

1. REINSTALL SALVAGED GRAVESITE LOCATOR TO BE FLUSH

WITH INTERIOR WALL, REFER TO ELEVATIONS, DETAIL F1/

A-201

2. DOOR STRIKE AND CYLINDRICAL LOCKSET WITH LEVER

HANDLE, PRIVACY FUNCTION (HW-2), BRIGHT BRASS FINISH

3. BRACKET-MOUNTED FIRE EXTINGUISHER

4. PATCH AND REPAIR WALL TO MATCH ADJACENT FINISH.

PROVIDE PAINTED PLYWOOD ACCESS PANEL FOR BOTTLE

FILLER EQUIPMENT

5. CONCRETE SPLASH BLOCK, SET ON COMPACTED GRADE

WITH POSITIVE DRAINAGE AWAY FROM BUILDING

6. MOUNT BOTTLE FILL STATION ON EXISTING WOOD PANEL

7. EXTERIOR WOOD TRIM TO MATCH EXISTING IN AREAS

DAMAGED TRIM REMOVED. WOOD STOPS AROUND EACH

PANE, REFER TO ELEVATIONS AND DETAILS

8. PATCH AND REPAIR CONCRETE FLOOR, SEE C1/A-401

9. PATCH AND REPAIR CEILING TO MATCH ADJACENT FINISH

N

N

LEGEND

SL

OP

E 6/1

SLOPE 6/12

SL

OP

E 6/1

SL

OP

E 6/1

SL

OP

E 6/1

SL

OP

E

6/1

SLOPE 6/12

SLOPE 6/12 SLOPE 6/12

B1 A-102

TYP

TYP

TYP

TYP

TYP

TYP

GUTTER

PITCH

GUTTER

PITCH

GUTTER

PITCH

GUTTER

PITCH

GUTTER

PITCH

GUTTER

PITCH

F1 A-102

3'- 0"

TY

P

1'- 6"

TY

P

1'- 6"

TY

P

SLOPE

6/12

SLOPE

6/12

SL

OP

E

D1 A-102

B3 A-102

TYP

B3 A-102

TYP

SL

OP

E 6/1

SLOPE 6/12

SL

OP

E 6/1

SL

OP

E 6/1

SL

OP

E 6/1

SL

OP

E

6/1

SLOPE 6/12

SLOPE 6/12 SLOPE 6/12

TYP

TYP

TYP

TYP

TYP

TYP

33 78

SL

OP

E

TYP

TYP

TYP

TYP

4"

MIN

TUBULAR PENETRATION

24 GA STAINLESS STEEL PIPE

FLASHING WITH FLEXIBLE BOOT SET

IN A THIN BED OF ROOF CEMENT.

SECURE PIPE BOOT WITH STAINLESS

STEEL CLAMPING BAND. PRIOR TO

INSTALLATION, APPLY

MANUFACTURERS RECOMMENDED

SEALANT BEHIND BOOT. SEAL TOP

OF BOOT AND BAND AFTER

INSTALLATION

SELF-ADHERING MEMBRANE.

36" SQUARE AROUND

PENETRATION UNDER

SYNTHETIC UNDERLAYMENT

(NOT SHOWN FOR CLARITY)

FASTEN FLANGE OF PREFABRICATED

PIPE BOOT. SEAL FASTENER HEADS

AFTER INSTALLATION

ASPHALT SHINGLES. SECURE EACH

FULL-LENGTH SHINGLE WITH SIX

ROOFING NAILS. NOTCH SHINGLES

AS SHOWN TO ACCOMMODATE

TUBULAR PENETRATION FLASHING

SEALANT

TEMPORARILY REMOVE

AWNING TO FACILITATE

FASCIA WORK. REINSTALL

AFTER COMPLETION OF WORK

FASCIA BAND AT

GABLE END

PROVIDE RAKE END

DAM FLASHING

SIMILAR TO EXISTING

PROVIDE RAKE EDGE

FLASHING, SIZE TO

MATCH EXISTING

TEMPORARILY DISPLACE

LOUVER TRIM TO

FACILITATE ROOFING.

REINSTALL UPON

COMPLETION OF WORK

PROVIDE 18" SELF

ADHERE MEMBRANE

BELOW LOUVER

GUTTERMETAL FASCIA TRIM

1/2" MIN.

3/4" MAX.

5" EXPOSURE

TYP.

7"

4" MIN.

2" MI

N

1"

1'- 6"

1/3

F

AS

CI

A

HE

IG

HT

FACE OF EXISTING WALL

PREFINISHED METAL FASCIA WRAP

WITH V-GROOVE

RECTANGULAR DOWNSPOUT

DOWNSPOUT RECEIVER

K-STYLE GUTTER W/ HANGERS

SPACE 24" OC MAX

DRIP EDGE

CONTINUOUS

GUTTER SCREEN

SELF ADHERING STRIPPING

MEMBRANE

EXISTING ROOF SHEATING

SELF ADHERING MEMBRANE, EXTEND

UPSLOPE 36" AND OVER FLANGE OF

FASCIA TRIM

ASPHALT SHINGLES

UNDERLAYMENT, LAP

OVER SELF ADHERING

MEMBRANE 4" MIN

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

ADMINISTRATION BUILDING -

NEW WORK AND DEMOLITION

ROOF PLANS

EAH ANB -- --

A-102

1/4" = 1' - 0" 2' 4' 8'0REF:F5 NEW WORK ROOF PLAN

A-102

NOTES

1. SEE SHEET G-001 FOR GENERAL NOTES, LEGENDS AND

SYMBOLS

2. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM

DUST OR DAMAGE.

3. REFERENCE ENGINEERING DRAWINGS FOR CIVIL,

PLUMBING, MECHANICAL, AND ELECTRICAL

COORDINATION AND FURTHER INFORMATION.

4. DIMENSIONS ARE FROM FACE OF MASONRY TO FACE OF

MASONRY AND FACE OF STUD TO FACE OF STUD

5. WHERE MECHANICAL, ELECTRICAL, AND PLUMBING

DEVICES ARE REMOVED OR CAPPED, PATCH AND REPAIR

FINISHES TO MATCH SURROUNDING FINISHES.

6. PATCH AND REPAIR ANY DAMAGE TO EXPOSED SURFACES

INDICATED TO REMAIN WITHIN THE WORK AREA TO

RESTORE ORIGINAL CONDITION AND TO PROVIDE A

UNIFORM FINAL FINISH.

7. REFERENCE ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION ON LIGHTNING PROTECTION SYSTEM

LEGEND

KEYED NOTES

1/4" = 1' - 0" 2' 4' 8'0REF:C5 DEMOLITION ROOF PLAN

A-102

N

N

DEMO KEYED NOTES

1 1/2" = 1' - 0" 1'1/2'0REF: 1 1/2'B1 PENETRATION FLASHING

A-102 1. REMOVE ROOF SYSTEM DOWN TO EXISTING SHEATHING.

REMOVE AREAS OF DAMAGED SHEATHING, ASSUME 100 SF

2. REMOVE GUTTER SYSTEM IN ITS ENTIRETY

3. REMOVE DOWNSPOUT

4. REMOVE METAL FASCIA TRIM IN ITS ENTIRETY

5. EXISTING STACK VENT TO REMAIN. REMOVE PENETRATION

FLASHING

6. EXISTING EXHAUST STACK AND RAIN COLLAR TO REMAIN.

REMOVE PENETRATION FLASHING

7. REMOVE METAL FASCIA BAND ACROSS FACE OF GABLE

8. TEMPORARILY REMOVE AWNING OVER GRAVESITE LOCATOR

TO FACILITATE FASCIA WORK

1. ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER

UNDERLAYMENT

2. GUTTER SYSTEM WITH LEAF GUARD SCREEN. PITCH TO

DRAIN TO DOWNSPOUTS AS SHOWN

3. DOWNSPOUT WITH EXTENSION TO DIRECT WATER AWAY

FROM BUILDING ONTO SPLASH BLOCK

4. RIDGE VENT, SEE ASPHALT SHINGLE SPEC

5. PROVIDE ONE PIECE METAL FASCIA BAND ACROSS FACE

OF GABLE. PROVIDE WHITE VINYL BASE FLASHING AT

BOTTOM OF SIDING, EXTENDING OVER TOP OF FASCIA

BAND

6. REINSTALL EXISTING AWNING OVER GRAVESITE LOCATOR

IN SAME LOCATION AS EXISTING

7. LIGHTNING PROTECTION ROD, REFER TO ELECTRICAL, SET

ROD IN SEALANT AND LAP RIDGE SHINGLES OVER BASE

PLATE

8. PROVIDE WOOD ROOF SHEATHING IN AREAS DAMAGED

SHEATHING WAS REMOVED, THICKNESS TO MATCH

EXISTING. ASSUME 100 SF. BUTT AND SEAL JOINTS TIGHT

TO EXISTING SHEATHING.

NOT TO SCALE REF:F1 GABLE ABOVE ENTRANCE

A-102

SELF ADHERING UNDERLAYMENT

EXTEND 36" FROM ROOF EDGES

AND 18" EACH SIDE OF HIPS,

RIDGES, AND VALLEYS

NOT TO SCALE REF:D1 ATTIC LOUVER AND TYP ROOF EDGE

A-102

1 1/2" = 1' - 0" 1'1/2'0REF: 1 1/2'B3

TYP GUTTER EDGE FLASHING

AND FASCIA TRIM

A-102

REPLACE DAMAGED

BENCH SEAT AND

LEG TO MATCH

EXISTING, TYP

UNCOVER

FOUNDATION BELOW

GRADE TO SET NEW

BENCH LEG

AT EXISTING BENCH LEGS TO REMAIN AND

RECEIVE NEW BENCH SEATS, CLEAN DOWEL

HOLES. PROVIDE GROUTED, GALVANIZED STEEL

DOWELS AND SET NEW BENCH SEAT IN A BED

OF GROUT TO MATCH EXISTING INSTALLATION

REMOVE PREVIOUS PATCH.

SALVAGE BENCH LEG IF

POSSIBLE AND PREPARE TO

RECEIVE NEW BENCH SEAT

PROVIDE BENCH SEAT AND

LEG WHERE MISSING

REPLACE PREVIOUSLY

PATCHED BENCH SEAT AND

LEG, TYP

AT EXISTING BENCH LEGS TO REMAIN AND

RECEIVE NEW BENCH SEATS, CLEAN DOWEL

HOLES. PROVIDE GROUTED, GALVANIZED STEEL

DOWELS AND SET NEW BENCH SEAT IN A BED

OF GROUT TO MATCH EXISTING INSTALLATION

REPLACE PREVIOUSLY

PATCHED BENCH SEAT AND

LEG, TYP

PROVIDE BENCH SEAT AND

LEG WHERE MISSING

REPLACE PREVIOUSLY

PATCHED BENCH SEAT

AND LEG, TYP

ROSTRUM

TYP

A-111 C7

A-111 F7

R95'-0"± TYP

ALL BENCHES

F1 A-111

D1 A-111

C1 A-111

TYP

TYP

TYP

3 3

PROVIDE MOCKUP OF

BENCH SEAT REMOVAL

AT THIS LOCATION

F7 A-211

F5 A-211

F5 A-211

F7 A-211

ROSTRUM

TYP

TYP

TYP

TYP

TYP

SIM

F1 A-211

F3 A-211

D7 A-211

14'-11" +/-

'-4

6'-

7'-6" +/-

3'- 8"

AT EXISTING BENCH LEGS TO REMAIN AND

RECEIVE NEW BENCH SEATS, CLEAN DOWEL

HOLES. PROVIDE GROUTED, GALVANIZED STEEL

DOWELS AND SET NEW BENCH SEAT IN A BED

OF GROUT TO MATCH EXISTING INSTALLATION

TOP OF EXISTING FOUNDATION

SEAL JOINTS, TYP ALL BENCHES SEAL JOINTS, TYP ALL BENCHES

WHERE BENCH LEG IS MISSING OR REPLACED,

UNCOVER CONCRETE FOUNDATION TO REVIEW

CONDITION. REPLACE FOUNDATION IN-KIND IF

DAMAGED. SET NEW LEG IN ORIGINAL POSITION

ON EXISTING OR REPLACED FOUNDATION

EXISTING CONCRETE FOUNDATION

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

ROSTRUM -

NEW WORK AND DEMOLITION

PLANS

EAH ANB -- --

A-111

NOTES

DEMO KEYED NOTES

LEGEND

1/4" = 1' - 0" 2' 4' 8'0REF:C7 DEMOLITION FLOOR PLAN

A-111

REF: 0 2' 8'4' 16'3/16" = 1' - 0"F3 ARCHITECTURAL SITE PLAN

1. SEE SHEET G-001 FOR GENERAL NOTES, LEGENDS AND

SYMBOLS

2. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DUST

OR DAMAGE.

3. REFERENCE ENGINEERING DRAWINGS FOR CIVIL AND

ELECTRICAL COORDINATION AND FURTHER INFORMATION.

4. DIMENSIONS ARE FROM FACE OF MASONRY TO FACE OF

MASONRY.

5. OVERALL BENCH DIMENSION DIMINISHES WITH EACH ROW.

THE INTENT IS FOR EACH CONTIGUOUS BENCH TO BE

COMPRISED OF FOUR EQUAL SEAT SECTIONS, SUPPORTED

AT ENDS AND JOINTS ON BENCH LEGS.

6. SET NEW BENCH SEATS ON EXISTING OR NEW BENCH LEGS.

ASSUME 59 TOTAL NEW BENCH SEATS AND 32 TOTAL NEW

BENCH LEGS.

7. WHERE ADDITIONAL BENCH LEGS OR SEATS ARE FOUND TO

BE DAMAGED OR ARE DAMAGED DURING THE WORK, OBTAIN

VA/COR APPROVAL PRIOR TO REPLACEMENT. ASSUME A

CONTINGENCY OF 5 NEW BENCH SEATS AND 20 NEW BENCH

LEGS.

8. WHERE ELECTRICAL DEVICES ARE REMOVED OR CAPPED,

PATCH AND REPAIR FINISHES TO MATCH SURROUNDING

FINISHES.

1/4" = 1' - 0" 2' 4' 8'0REF:F7 NEW WORK FLOOR PLAN

A-111

N N

N

KEYED NOTES

1. REMOVE DAMAGED OR PREVIOUSLY PATCHED CAST STONE

BENCH LEG

2. REMOVE STUCCO SYSTEM AROUND BASE AND STAIRS IN ITS

ENTIRETY. REMOVE UNDERLYING PAINT SYSTEM DOWN TO

EXISTING BRICK. REMOVE DAMAGED BRICKS, ASSUME 25

PERCENT, REFER TO DETAILS

3. REMOVE DELAMINATED SECTIONS OF TOP RAIL WITH 1/8" OR

GREATER SEPARATION, REFER TO DETAILS, ASSUME 15

LINEAR FEET TOTAL

4. REMOVE BRICK VENEER COLUMN FACE, FULL HEIGHT OF

COLUMN, 6 COLUMN FACES TOTAL. CARE SHALL BE TAKEN

NOT TO DAMAGE BRICKS REMOVED OR ADJACENT BRICKS TO

REMAIN. SALVAGE, SORT, AND STOCKPILE BRICK ON SITE FOR

EVALUATION FOR REUSE IN REBUILDING COLUMN FACES.

DISPOSE OF BRICKS NOT APPROVED FOR REUSE FOLLOWING

EVALUATION WITH VA/COR. SORT SALVAGED BRICK INTO 3

GROUPS BELOW:

- MINIMAL OR NO DAMAGE, AVAILABLE FOR REUSE

- DAMAGED, POTENTIAL FOR REUSE

- DAMAGED BEYOND REUSE

5. SELECTIVELY REMOVE DAMAGED OR GRAFFITI-BEARING

BRICK FROM REMAINING COLUMN FACES BY

NON-MECHANICAL MEANS, ASSUME 5 PERCENT TOTAL. CARE

SHALL BE TAKEN NOT TO DAMAGE ADJACENT BRICKS TO

REMAIN.

6. REMOVE VANDALISM SIGN

7. REMOVE CONCRETE SLAB, REFER TO CIVIL. CARE SHALL BE

TAKEN NOT TO DAMAGE SURROUNDING STONE - NOT IN BASE

BID, OPTION 1

1. PROVIDE CAST STONE BENCH SEAT TO MATCH EXISTING

2. MISSING BENCH SEAT. PROVIDE CAST STONE BENCH SEAT TO

MATCH ADJACENT EXISTING

3. CAST STONE BENCH LEG TO MATCH EXISTING. UNCOVER

CONCRETE FOUNDATION TO SET LEG IN ORIGINAL POSITION.

4. CLEAN AND RESEAL ALL BENCH SEAT JOINTS

5. REPOINT STAIR AND SLAB JOINTS

6. REPOINT LECTERN CAP ALL SIDES TO ELIMINATE MOVEMENT

7. WHERE TOP RAIL REMOVED, PROVIDE TOP RAIL TO MATCH

EXISTING, REFER TO DETAILS

8. CLEAN, PREPARE, AND PAINT ALL SECTIONS OF RAIL IN THEIR

ENTIRETY, REFER TO DETAILS

9. METAL POST AND PANEL SIGN, VA SIGN TYPE NC-01.03 WITH

1'-6" BY 1'-6" SIGN PANEL, 3'-6" OVERALL SIGN HEIGHT, AND

1 1/8" HIGH ALL CAPS LETTERING, CENTERED. SUBMIT SHOP

DRAWING FOR APPROVAL. MESSAGE SHALL READ:

ACTS OF VANDALISM AND GRAFFITI WILL NOT BE TOLERATED

AT THIS NATIONAL SHRINE. UNLAWFUL ACTIONS ON FEDERAL

PROPERTY ARE INVESTIGATED BY THE FBI. PERPETRATORS

WILL BE PROSECUTED.

10. REBUILD BRICK VENEER COLUMN FACE, FULL HEIGHT OF

COLUMN, 6 COLUMN FACES TOTAL, REFER TO SHEET A-211.

ASSUME UP TO 50 PERCENT REPLACEMENT BRICK TO MATCH

EXISTING

11. CONCRETE SLAB ON GRADE, REFER TO CIVIL - NOT IN BASE

BID, OPTION 1

REMOVE DAMAGED OR PREVIOUSLY

PATCHED BENCH SEAT. PROVIDE CAST

STONE BENCH SEAT TO MATCH EXISTING

AREA OF MISSING BENCH SEAT. PROVIDE

CAST STONE BENCH SEAT TO MATCH

ADJACENT EXISTING

NOT TO SCALE REF:F1 AMPHITHEATER OVERALL VIEW

A-111

NOT TO SCALE REF:D1 TYPICAL BENCH

A-111

NOT TO SCALE REF:C1 BENCH DETAIL

A-111

3/4" = 1' - 0" 1' 3'0REF: 2'A3 EXISTING TYPICAL BENCH DETAIL

A-111

3/8" = 1' - 0" 0 2' 8'REF: 4'B5 EXISTING TYPICAL BENCH DETAIL

A-111

CLEAN STAINED BRICK,

APPROXIMATELY 2'-0"

BELOW FASCIA, TYP

PROVIDE V-GROOVED FASCIA TRIM,

TYP

PROVIDE GUTTERS, TYP

CLEAN STAINED BRICK,

APPROXIMATELY 2'-0"

ABOVE GRADE, TYP

AREA OF MOCKUP BRICK REPOINTING

SPACE, APPROX. 2 SF

AREA OF MOCKUP

BRICK CLEANING,

APPROX. 2 SF

BLDG 1001 CLEAN STAINED BRICK,

APPROXIMATELY 2'-0" BELOW FASCIA,

TYP

PROVIDE V-GROOVED FASCIA TRIM,

TYP

PROVIDE DOWNSPOUTS, TYP

PROVIDE GUTTERS, TYP

PROVIDE SIGNAGE

VERIFY LOCATION

WITH OWNER

INSTALL GRAVESITE LOCATOR

FLUSH W/ INTERIOR WALL OF

STAFF RESTROOM

SEE DETAIL F1/A-201

BOTTLE FILL STATION,

SEE PLUMBING DWGS

PROVIDE RAKE END DAM FLASHING

SIMILAR TO EXISTING

NEW ROOF WORK,

SEE SHEET A-102

CLEAN STAINED BRICK,

APPROXIMATELY 2'-0" ABOVE GRADE,

TYP

REPLACE DAMAGED WOOD

TRIM AND WOOD STOPS

AROUND EACH PANE

REINSTALL AWNING IN SAME

LOCATION AS EXISTING UPON

COMPLETION OF WORK

PROVIDE ONE PIECE V-GROOVE

FASCIA TRIM

REPLACE DAMAGED

BRICK IN THIS AREA

REPLACE DAMAGED

BRICK IN THIS AREA

CLEAN STAINED BRICK,

APPROXIMATELY 2'-0"

BELOW FASCIA, TYP

PROVIDE V-GROOVED FASCIA TRIM,

TYP

PROVIDE GUTTERS, TYP

CLEAN STAINED BRICK,

APPROXIMATELY 2'-0"

ABOVE GRADE, TYP

CLEAN AND REPAIR RAKE TRIM

CLEAN STAINED BRICK,

APPROXIMATELY 2'-0"

BELOW FASCIA, TYP

PROVIDE V-GROOVED FASCIA TRIM,

TYP

PROVIDE GUTTERS, TYP

CLEAN STAINED BRICK,

APPROXIMATELY 2'-0"

ABOVE GRADE, TYP

REINSTALL GRAVESITE LOCATOR FLUSH

WITH INTERIOR WALL. ENSURE PROPER

FUNCTION AND OPERATION OF LOCATED

AND FAN UPON COMPLETION OF WORK

A-201 D1

REMOVE COVERS AT

AIR INTAKE

REMOVE ALL EXTERIOR STOPS

FROM BOTH ENTRY WINDOWS

EXCEPT AT BRICK MOULD.

PROVIDE NEW INSET STOPS

PAINT ENTIRE WOOD WINDOW,

FRAME, AND TRIM

SCRAPE LOOSE PAINT, REPAIR

DAMAGED WOOD COMPONENTS,

AND PREPARE ENTIRE WINDOW AND

TRIM FOR PAINTING

B1 A-201

SECTIONPLAN

EXISTING BRICK MOULD AND

STOP TO REMAIN AT PERIMETER

1/4

1/4"

1/2" WOOD WINDOW

STOP SET IN A BED

OF SEALANT

1/2" WOOD WINDOW

STOP SET IN A BED

OF SEALANT

CANT STOP ON TOP

SIDE TO SHED

WATER, TYP

NEW STOP BEYOND

EXISTING MULLION

NEW STOP BELOW

EXISTING MULLION

EXISTING WINDOW

ALIGN

REINSTALL METAL

SURROUND TRIM

VERIFY IN FIELD

EXISTING BLOCKING

VERIFY IN FIELD

EXISTING BLOCKING

2x 3/4" PLYWOOD

SHELF, SECURE TO

EXISTING BLOCKING

SEALANT

STAINLESS STEEL FLASHING CAP

SEALANT

REINSTALL EXISTING METAL SURROUND TRIM

CLIP ANGLE WITH WOOD BLOCKING AND CANT

REINSTALL GRAVESITE LOCATOR

FLEXIBLE FLASHING TAPE

REINSTALL EXISTING METAL SURROUND TRIM

SEALANT

STAINLESS STEEL CLOSURE FLASHING

WITH DRIP OVER WOOD BLOCKING

SEALANT

PAINT EXISTING WOOD INFILL PANEL AND TRIM

EXISTING MASONRY WALL CONSTRUCTION

EXISTING FRAMED WALL

CONSTRUCTION

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

ADMINISTRATION BUILDING -

EXTERIOR ELEVATIONS

EAH ANB -- --

A-201

NOTES

1/4" = 1' - 0" 2' 4' 8'0REF:F4 NORTH ELEVATION

A-101

1/4" = 1' - 0" 2' 4' 8'0REF:B4 SOUTH ELEVATION

A-101

1/4" = 1' - 0" 2' 4' 8'0REF:D4 EAST ELEVATION

A-101 1/4" = 1' - 0" 2' 4' 8'0REF:D7 WEST ELEVATION

A-101

1. SEE SHEET G-001 FOR GENERAL NOTES, LEGENDS AND

SYMBOLS

2. REFERENCE ENGINEERING DRAWINGS FOR MECHANICAL

AND ELECTRICAL COORDINATION AND FURTHER

INFORMATION.

3. DIMENSIONS ARE FROM FACE OF MASONRY TO FACE OF

MASONRY AND FACE OF STUD TO FACE OF STUD

4. WHERE MECHANICAL, ELECTRICAL, AND PLUMBING

DEVICES ARE REMOVED OR CAPPED, PATCH AND REPAIR

FINISHES TO MATCH SURROUNDING FINISHES.

5. TYPICAL NOTES ON F4/A-201 APPLY TO OTHER VIEWS ON

THIS SHEET

6. CLEAN ALL EXTERIOR BRICK SURFACES. AREAS WITH

HEAVY STAINING SHOWN HATCHED

7. SELECT AREAS OF BRICK REPOINTING ARE SHOWN

HATCHED. ASSUME ADDITIONAL AREAS TO BE IDENTIFIED

IN FIELD ACROSS ALL ELEVATIONS AS NOTED

LEGEND

NOT TO SCALE REF:F1 GRAVESITE LOCATOR

A-201

1 1/2" = 1' - 0" 1'1/2'0REF: 1 1/2'D1

DETAIL @ GRAVESITE LOCATOR

A-201

3" = 1' - 0" 0 2'1'6"0

NOT TO SCALE REF:C1

ENTRY WINDOW (TYPICAL OF 2 UNITS)

A-201

AREA OF DAMAGED BRICK

REPLACEMENT, APPROXIMATELY

5 SF TOTAL

AREA OF HEAVILY STAINED BRICK

FOR CLEANING, APPROXIMATELY

250 SF TOTAL

AREA OF BRICK REPOINTING,

ASSUME 25% OF EXTERIOR WALL

AREA TOTAL, INCLUSIVE OF ALL

ELEVATIONS

REF:B1

DETAIL @ ENTRY WINDOW

A-201

AREA OF STUCCO SYSTEM REMOVAL

AND UNDERLYING BRICK REPAIR

REBUILD BRICK VENEER COLUMN

FACE, TYP 6 COLUMN FACES AT

EAST ELEVATION

PROVIDE COPPER DRIP EDGE AT

ROOF EAVE AND RAKE

PROVIDE COPPER DRIP EDGE AT

ROOF EAVE AND RAKE

PREPARE AND PAINT CAST IRON

RAIL COMPONENTS, TYP

VERIFY SECTION OF TOP

RAIL TO MATCH

EXISTING

REMOVE RAIL FROM MASONRY

WITH CARE NOT TO DAMAGE

EXISTING PICKETS TO REMAIN

REMOVE DELAMINATED TOP

RAIL, FULL LENGTH OF SEGMENT

REMOVE DELAMINATED TOP

RAIL, FULL LENGTH OF SEGMENT

REMOVE DELAMINATED TOP

RAIL, FULL LENGTH OF SEGMENT

EXISTING PICKETS TO REMAIN

REMOVE RAIL FROM MASONRY

WITH CARE NOT TO DAMAGE

REMOVE DELAMINATED TOP

RAIL, PARTIAL LENGTH MAY

BE REMOVED IF SEAMLESS

SPLICE WITH REPLACEMENT

SECTION POSSIBLE

FOLLOWING STUCCO REMOVAL, REMOVE

UNDERLYING PAINT COATING, REPAIR AND

CLEAN BRICK TO REMAIN EXPOSED

CLEAN SURFACE

STAINING AT LECTERN

AND REPOINT CAP

CLEAN SURFACE STAINING, TYP

CLEAN COPPER ROOF

PROVIDE COPPER DRIP EDGE

AT ROOF EAVE AND RAKE

REMOVE EXISTING LIGHT

CLEAN SURFACE STAINING, TYP

PROVIDE COPPER DRIP EDGE AT ROOF EAVE

AND RAKE. SLIDE DRIP EDGE UNDER EXISTING

ROOF EDGE MINIMUM 2" AND SET IN ROOFING

ADHESIVE COMPATIBLE WITH COPPER ROOFING.

DRIP EDGE SHALL HAVE 1"

EXPOSURE WITH A HEMMED

EDGE ANGLED TO DIRECT

WATER AWAY FROM THE

STONE CORNICE

REPOINT STONE MASONRY

JOINTS, TYP

PREPARE AND PAINT CAST IRON

RAIL COMPONENTS, TYP REPOINT STONE JOINTS, TYP

CLEAN CEILING AND INTERIOR

FACE OF STONE AND BRICK

CLEAN SURFACE STAINING, TYP

REBUILD AND CLEAN BRICK VENEER

COLUMN FACES, 3 OF 6 TOTAL FACES

REBUILD AND CLEAN BRICK VENEER

COLUMN FACES, 3 OF 6 TOTAL FACES

REBUILD THE 2 OUTSIDE

COLUMN FACES FOR

COLUMNS AT THE

CORNERS TOOTH BRICK AT REBUILT

COLUMN FACE INTO

ADJACENT EXISTING TO

REMAIN (EXISTING COLUMN

FACE TO REMAIN NOT

VISIBLE IN THIS IMAGE)

REBUILD BRICK VENEER COLUMN

FACE, 1 OF 6 TOTAL FACES

TOOTH BRICK AT REBUILT

COLUMN FACE INTO

ADJACENT EXISTING TO

REMAIN

EXISTING COLUMN FACE TO

REMAIN

HATCHED AREA DENOTES

COLUMN FACE TO REBUILD

PATCH ANCHOR HOLES WHERE

LIGHT FIXTURE REMOVED

LECTERN AT WEST FACADE

ONLY, RAILING CONTINUOUS

AT EAST FACADE

REPAIR AND

REPOINT BRICK

CLEAN SURFACE

STAINING, TYP

CLEAN SURFACE

STAINING, TYP

CLEAN SURFACE

STAINING AT LECTERN

AND REPOINT CAP

PROVIDE COPPER DRIP EDGE

AT EXISTING ROOF EDGE, TYP

REPAIR AND

REPOINT BRICK

REPAIR AND

REPOINT BRICK

REBUILD BRICK VENEER

COLUMN FACE, TYP 6

COLUMN FACES AT EAST

ELEVATION

REPOINT ALL STONE

MASONRY JOINTS,

TYP ALL ELEVATIONS

PAINT RAIL, TYPD3

A-211

D1 A-211

B1 A-211

CLEAN COPPER

ROOF, TYP

B7 A-211

F3 A-211

REPOINT

STEPS, TYP

CLEAN SURFACE

STAINING, TYP

CLEAN SURFACE

STAINING, TYP

PROVIDE COPPER

DRIP EDGE

AT EXISTING ROOF

EDGE, TYP

REPOINT ALL STONE

MASONRY JOINTS,

TYP ALL ELEVATIONS

REPAIR AND

REPOINT BRICK

REPAIR AND

REPOINT BRICK

PAINT RAIL, TYP

CLEAN COPPER

ROOF, TYP

D5 A-211

SELECTIVELY REPLACE

DAMAGED OR

GRAFFITI-BEARING

BRICKS, TYP. ASSUME

5% TOTAL

1 5/8"

1/2

1 3/8"

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

ROSTRUM -

EXTERIOR ELEVATIONS

EAH ANB -- --

A-211

NOTES

1/4" = 1' - 0" 2' 4' 8'0REF:F5 EXTERIOR ELEVATION - SOUTH AND NORTH

A-111 1/4" = 1' - 0" 2' 4' 8'0REF:F7 EXTERIOR ELEVATION - WEST AND EAST

A-111NOT TO SCALE REF:F1 VIEW FROM SOUTHWEST

A-111 NOT TO SCALE REF:F3 VIEW FROM NORTHEAST

A-111

NOT TO SCALE REF:D7 VIEW FROM WEST/FRONT

A-111NOT TO SCALE REF:D1 DELAMINATED TOP RAIL

A-211 NOT TO SCALE REF:D3

DELAMINATED TOP RAIL @ STAIR

A-211 NOT TO SCALE REF:D5

STUCCO AND BRICK @ PLINTH

A-211

NOT TO SCALE REF:B1 DETERIORATED BRICK

A-211 NOT TO SCALE REF:B7 MASONRY STAINING

A-211

1. SEE SHEET G-001 FOR GENERAL NOTES, LEGENDS AND

SYMBOLS

2. REFERENCE ENGINEERING DRAWINGS FOR MECHANICAL

AND ELECTRICAL COORDINATION AND FURTHER

INFORMATION.

3. DIMENSIONS ARE FROM FACE OF MASONRY TO FACE OF

MASONRY AND FACE OF STUD TO FACE OF STUD.

4. WHERE MECHANICAL, ELECTRICAL, AND PLUMBING

DEVICES ARE REMOVED OR CAPPED, PATCH AND REPAIR

FINISHES TO MATCH SURROUNDING FINISHES.

5. REFERENCE SPECIFICATIONS FOR HISTORIC TREATMENT

PROCEDURES INCLUDING TECHNICAL REQUIREMENTS

FOR MASONRY CLEANING, REPAIR, AND REPOINTING AND

FOR CAST IRON REPAIR, REPLACEMENT, AND

REFINISHING.

6. THE INTENT WITH BRICK AND STONE CLEANING AT THE

ROSTRUM IS TO REMOVE SURFACE SOIL AND DEBRIS AND

SURFACE STAINING. THE INTENT IS NOT TO REMOVE

STAINS IN THEIR ENTIRETY, INCLUDING METALLIC STAINS

FROM COPPER ROOFING, THAT HAVE PENETRATED

BEYOND THE SURFACE THAT MAY REQUIRE HARSHER

CLEANING METHODS.

7. VERIFY EXISTING COLUMN CONSTRUCTION IN FIELD.

PROVIDE 4 FOOT HIGH MOCKUP OF BRICK VENEER

REMOVAL ON 1 COLUMN FACE FOR REVIEW WITH VA/COR

PRIOR TO CONTINUING WITH WORK. EXISTING COLUMN

CONSTRUCTION IS ASSUMED TO BE CAST-IN-PLACE

CONCRETE WITH BRICK TIES FOR VENEER.

8. THE INTENT FOR REBUILDING IDENTIFIED COLUMN FACES

IS TO REUSE EXISTING BRICK TO THE EXTENT POSSIBLE,

BASED ON EVALUATION OF SALVAGED BRICK WITH

VA/COR. ASSUME UP TO 50 PERCENT REPLACEMENT

BRICK TO MATCH EXISTING.

9. THE INTENT FOR SELECTIVE BRICK REPLACEMENT IS TO

REPLACE BRICKS THAT HAVE AREAS OF EROSION MORE

THAN 3/4 INCH DEPTH AND BRICKS BEARING GRAFFITI.

ASSUME 5 PERCENT TOTAL AT REMAINING COLUMN

FACES. IDENTIFY BRICKS FOR REPLACEMENT FOR

APPROVAL BY VA/COR PRIOR TO WORK.

9"

GRAB BARS

TOILET PAPER

DISPENSER12" MAX 42" MIN

GRAB BARS

LOCATE FLUSH

VALVE ON

TRANSFER SIDE

OF TOILET

CL

12"

AB

A

ACCESSIBLE WALL

HUNG URINAL

CL

15"

MIN

AB

A 48

" M

AX

SOAP

DISPENSER

SOAP

DISPENSER

" A

BA

1/

8"

BOTTLE FILLER

MIRROR

COUNTER OR

LAVATORY

" M

AX

BO

TT

OM

ED

GE

O

F

RE

FL

EC

TI

VE

SU

RF

AC

E

MIRROR

" M

AX

PAPER TOWEL

DISPENSER

PAPER TOWEL

DISPENSER

MI

N

16"-18"54" MIN

36" MIN

24" MIN

FE

MEN'S TOILET

P-2

86" PT-2 / P-2

PT-1

PT-1

WOMEN'S TOILET

P-2

86" PT-2 / P-2

PT-1

PT-1

STAFF TOILET

P-1

48" PT-2 / P-2

PT-1

PT-1

CLOSET

EXIST

EXIST

EXIST

EXIST

UTILITY ROOM

EXIST

EXIST

EXIST

CONC SEALER

VEST

EXIST

EXIST

EXIST

EXIST

LOBBY

EXIST

EXIST

EXIST

EXIST

OFFICE

EXIST

EXIST

EXIST

EXIST

GENERAL OFFICE

EXIST

EXIST

EXIST

EXIST

4 4

T-01

T-01

T-01

T-04

T-04

T-04

T-06

T-06

T-04

T-02

T-02

T-05

T-03

T-03 T-03

T-02 T-07

T-07

T-08 T-08

T-08

TYP

TYP

T-09

TYP

T-10

K-15198-FCORVALLISFAUCETBRASSK-15198-FCORVALLISFAUCETBRASS

TILE WAINSCOT

PIPE PROTECTION

COVER

7'- 4"

ALIGN TOP OF TILE

W/ UNDERSIDE OF

SOFFIT

METAL EDGE TRIM AT OUTSIDE CORNERS

AND EXPOSED TOP EDGES, TYP

TILE WAINSCOT

PIPE PROTECTION

COVER

4'- 0"

T

YP

METAL EDGE TRIM

AT TOP EDGE

K-15198-FCORVALLISFAUCETBRASS K-15198-FCORVALLISFAUCETBRASS

TILE WAINSCOT

PIPE PROTECTION

COVER

7'- 4"

ALIGN TOP OF TILE

W/ UNDERSIDE OF

SOFFIT

METAL EDGE TRIM AT OUTSIDE CORNERS

AND EXPOSED TOP EDGES, TYP

ALIGN TOP OF TILE

2'-

3'- 5"

F1 A-401

EXISTING

WOOD TRIM

3'-6"

2 1/2"

RECEPTION

COUNTER

OPEN

7'-11"±

ALIGN BRACKETS WITH

STUDS AND SPACE

MAXIMUM 3'-0" OC

TILE WAINSCOT

GRAVESITE

LOCATER

METAL EDGE TRIM

AT TOP EDGE

3'- 5"

2'-

2'-1"

PLASTIC LAMINATE COUNTER,

WRAP FACE AND ENDS, TYP

BLOCKING BETWEEN

BRACKETS L-SHAPED METAL COUNTERTOP

BRACKET, EQUAL LEGS SIZED

TO EXTEND MINIMUM

TWO-THIRDS THE DEPTH OF

THE COUNTER

PAINT UNDERSIDE WHITE

EXISTING SHELVING

TO REMAIN

BLOCKING, TYP

2 3 /4"

2 3 /4"

COUNTER BEYOND, MATCH

OVERHANG AT LOWER COUNTER

PLASTIC LAMINATE

COUNTER, WRAP

FACE AND ENDS, TYP

10"

EXISTING WALL CONSTRUCTION

#4 LONGITUDINAL REBAR

@ 12" W/ 3" COVER ON

BOTTOM

EXISTING SLAB

ROUGHEN & ABRADE

EXISTING SLAB TO 1/8"

PROFILE (TYP)

DRILL & DOWEL W/

HILTI HY 200 (TYP)

6" EMBED.

TYP

4"

6" MAX

2'-0" MAX

1 1 /2"

15 MIL VAPOR

RETARDER

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

ADMINISTRATION BUILDING -

FINISHES PLAN AND

INTERIOR ELEVATIONS

EAH ANB -- --

A-401

NOTES

1/4" = 1' - 0" 2' 4' 8'0REF:C5 FINISHES PLAN

A-101

1. SEE SHEET G-001 FOR GENERAL NOTES, LEGENDS AND

SYMBOLS

2. SEE RESPECTIVE SPECIFICATION SECTIONS FOR FINISH

DESIGNATIONS.

3. PREPARE SUBSTRATE IN ALL AREAS TO RECEIVE

SCHEDULED FINISHES PER MANUFACTURER'S

RECOMMENDATIONS

4. WHERE MORE THAN ONE FINISH IS INDICATED, REFER TO

OTHER DRAWINGS OR NOTES ON THIS SHEET FOR

LOCATION AND EXTENTS OF EACH FINISH.

5. WHERE "P-X" FINISH IS DESIGNATED, PAINT PREVIOUSLY

PAINTED GYPSUM BOARD, WOOD, AND TRIM.

6. WHERE "CT-X / P-X" WALL FINISH IS DESIGNATED, PROVIDE

A CERAMIC TILE WAINSCOT ON ALL WALLS TO HEIGHT

INDICATED, UNLESS NOTED OTHERWISE. PROVIDE PAINT

FINISH FOR REMAINDER OF WALL ABOVE. REFER TO

INTERIOR ELEVATIONS.

7. PAINT EXTERIOR SURFACES OF WOOD WINDOWS, DOORS,

AND TRIM, COLOR TO MATCH EXISTING. INTENT IS TO

PAINT ALL NEW AND PREVIOUSLY PAINTED EXTERIOR

WOOD SURFACES.

8. PAINT INTERIOR SURFACES OF NEW WOOD WINDOWS,

ASSOCIATED EXISTING INTERIOR TRIM, AND OTHER

SURFACES INDICATED, COLOR TO MATCH EXISTING.

9. WHERE EXISTING WALLS AND CEILINGS REQUIRE

PATCHING AND ARE NOT OTHERWISE INDICATED TO

RECEIVE A NEW FINISH, PAINT PATCHED AREA TO MATCH

ADJACENT EXISTING AND BLEND INTO SURROUNDING

FINISH.

LEGEND

FIXTURE AND ACCESSORY MOUNTING LEGEND

ROOM NAME

CEILING FINISH

WALL FINISH

BASE FINISH

FLOOR FINISH

ROOM TAG

FINISH TAG

ABBREVIATIONS

CONC

EXIST

P

PT

RB

CONCRETE

EXISTING

PAINT

PORCELAIN TILE

RESILIENT BASE

KEYED NOTES

1. EXISTING THRESHOLD

2. FLOOR TRANSITION

3. PAINT EXISTING WOOD DOOR

4. PAINT EXTERIOR SIDE OF WINDOW FRAME, TRIM, AND

MUNTINS

5. PAINT EXISTING WOOD TRIM AND PANEL

6. PROVIDE AND PAINT INTERIOR TRIM AT REPLACEMENT

WINDOWS

N

1/4" = 1' - 0" 2' 4' 8'0REF:E4 WOMEN'S TOILET 109

A-101 1/4" = 1' - 0" 2' 4' 8'0REF:E6 STAFF TOILET 102

A-1011/4" = 1' - 0" 2' 4' 8'0REF:E2 MEN'S TOILET 108

A-101 1/4" = 1' - 0" 2' 4' 8'0REF:E8 STAFF TOILET 102

A-101

1/4" = 1' - 0" 2' 4' 8'0REF:F3 LOBBY 101

A-1013/4" = 1' - 0" 1' 3'0REF: 2'F1 SECTION AT COUNTER

A-401

TOILET ACCESSORIES

MARKS DESCRIPTION REMARKS

T-01 GRAB BAR SURFACE MOUNTED

T-02 SOAP DISPENSER SURFACE MOUNTED

T-03 PAPER TOWEL DISPENSER SURFACE MOUNTED

T-04 TOILET TISSUE DISPENSER SURFACE MOUNTED

T-05 MIRROR

T-06 TOILET COMPARTMENT FLOOR MOUNTED

T-07 TRASH RECEPTACLE EXISTING RECESSED

T-08 SANITARY PRODUCT DISPOSAL SURFACE MOUNTED

T-09 TRASH RECEPTACLE FREESTANDING

T-10 18" X 36" MIRROR SURFACE MOUNTED

1 1/2" = 1' - 0" 1'1/2'0REF: 1 1/2'C1 TYPICAL EXISTING SLAB INFILL DETAIL

A-101

REINSTALLED

SURFACE MOUNTED

COLOR / FINISHDESCRIPTIONMARK

PT-2

PT-1

P-1

WALL TILE, 12" X 24"

FLOOR TILE, 12" X 24"; TILE BASE, 6" X 24"

INTERIOR PAINT

JET-SETTER DUSK AM34, LIGHT POLISHED

NEBULA, AT73, MATTE

MATCH EXISTING STAFF TOILET WALL COLOR,

SEMI-GLOSS FINISH ON WALLS AND CEILING

P-2 MATCH EXISTING WOMEN'S TOILET WALL COLOR,

SEMI-GLOSS FINISH ON WALLS AND CEILING

INTERIOR PAINT

NOTES:

1. BASIS OF DESIGN PRODUCT ESTABLISHES THE AESTHETIC AND PERFORMANC CRITERIA, SUBJECT TO COMPLIANCE WITH THE SPECIFICATIONS. SIMILAR PRODUCTS

FROM OTHER MANUFACTURERS MEETING THE SPECIFICATIONS MAY BE SUBMITTED FOR REVIEW AND APPROVAL.

2. REFER TO SPECIFICATION 09 91 00 FOR ADDITIONAL PAINT REQUIREMENTS FOR APPLICATIONS OTHER THAN THOSE INCLUDED HERE, COLORS TO MATCH EXISTING.

BASIS OF DESIGN PRODUCT

DALTILE, AMBASSADOR

DALTILE, ASTRONOMY

SHERWIN WILLIAMS PROMAR 200

ZERO VOC INTERIOR LATEX

SHERWIN WILLIAMS PROMAR 200

ZERO VOC INTERIOR LATEX

MATERIAL SCHEDULE

8'- 0"

A

FF

3'-4"+/-

1'- 6 1

1/1 6"

9 C

OU

RS

ES

6'- 5 5

/16

C

OU

RS

ES

8'-3 1/2"+/-

8'- 0"

A

FF

1'- 6 1

1/1 6"

9 C

OU

RS

ES

6'- 5 5

/16

C

OU

RS

ES

8'- 0"

A

FF

2'- 5 5

/16

C

OU

RS

ES

A C B C

7'-10" +/-

D

2'-0" 2'-0"4'-0" 3'-9"

5'- 6 1

1/1 6"

C

OU

RS

ES

3'-9"

5'-

5/

VIF

VI

F VI

F

VI

F

VI

F VI

F

VI

F

VIF VIF

VI

F

VI

F

VI

F

F1D1

D5

F5

D9

F7

F9

D9

F9

F7 D7

D D

D1 SIM

EXISTING WALL

CONSTRUCTION

MATCH EXISTING

COLONIAL TRIM

DOUBLE HUNG

WINDOW UNIT

EXISTING WOOD SOFFIT

SHIM

HEAD FLASHING, EXTEND

FULL DEPTH OF WINDOW

AND BEHIND CASING AS

SHOWN

CLAD TRIM, PROFILE

TO MATCH EXISTING

CLAD BRICK MOULD,

PROFILE TO MATCH

EXISTING

SEALANT

BACKER ROD &

SEALANT

EXISTING WALL

CONSTRUCTION

EXISTING GRANITE SILL

1/2" WOOD STOOL AND APRON,

PROFILE TO MATCH EXISTING

EXISTING BLOCKING

WINDOW UNIT

SHIM

METAL SILL PAN FLASHING

WITH END DAMS, SET IN

BED OF SEALANT AT

GRANITE SILL AND WOOD

FRAMING

SEALANT & BACKER ROD

EXISTING WALL

CONSTRUCTION

MATCH EXISTING

COLONIAL TRIM

OPERABLE CASEMENT

WINDOW UNIT

EXISTING METAL SOFFIT

VENT TO REMAIN

SHIM

SEALANT & BACKER ROD

CLAD TRIM, PROFILE TO

MATCH EXISTING

SEALANT

PREFINISHED METAL

FASCIA WRAP WITH

V-GROOVE

EXISTING SOFFIT

AND FASCIA

FRAMING TO REMAIN

EXISTING WALL

CONSTRUCTION

METAL SILL PAN FLASHING

WITH END DAMS SET ON A

CONTINUOUS BEAD OF

SEALANT AT BRICK AND AT

FRAMING

EXISTING BRICK SILL

5/4 WOOD STOOL, PROFILE TO

MATCH EXISTING

EXISTING BLOCKING

APRON TRIM, PROFILE TO

MATCH EXISTING

WINDOW UNIT

SEALANT & BACKER ROD

DOUBLE HUNG

WINDOW UNIT

EXISTING WALL

CONSTRUCTION

COLONIAL TRIM TO MATCH

EXISTING

SILL BELOW

CONCRETE SILL

CLAD TRIM, PROFILE

TO MATCH EXISTING

SHIM

CLAD BRICK MOULD,

PROFILE TO MATCH

EXISTING

SEALANT

JAMB FLASHING

BACKER ROD & SEALANTBRICK SILL

SILL BELOW

EXISTING WALL

CONSTRUCTION

COLONIAL TRIM TO MATCH

EXISTING

OPERABLE AWNING

WINDOW

BACKER ROD &

SEALANT

SHIM

JAMB FLASHING

MANUFACTURER'S WINDOW

MULLION TO CREATE MULLED

UNIT

WINDOW UNIT

CLAD TRIM, PROFILE TO

MATCH EXISTING

CLAD MULLION COVER

TO MATCH WINDOW

CLADDING

STRUCTURAL MULLION

METAL CLOSURE TO MATCH

MATERIAL AND FINISH OF CLAD

WINDOW

ADMINISTRATION BUILDING -

WINDOW INFORMATION

EAH ANB -- --

A-601

3'-4" ± 6'-5 5/16"±

WINDOW SCHEDULE

NO

WIDTH HEIGHT

NOMINAL SIZE

GLAZING

REMARKS

A 4'-0"±B

2'-0"±C WINDOW ASSEMBLY

WINDOW ASSEMBLY

7'-10"± 2'-5 5/16"±D WINDOW ASSEMBLY

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

1/4" = 1' - 0" 2' 4' 8'0REF:B2 WINDOW TYPES

A-101

6'-5 5/16"± 6'-5 5/16"±

3" = 1' - 0" 1'6"3"0REF: 0D9 WINDOW HEAD DETAIL

A-601

3" = 1' - 0" 1'6"3"0REF: 0F9 WINDOW SILL DETAIL

A-601

3" = 1' - 0" 1'6"3"0REF: 0D7 WINDOW MULLION DETAIL

A-601

3" = 1' - 0" 1'6"3"0REF: 0F7 WINDOW JAMB DETAIL

A-601

3" = 1' - 0" 1'6"3"0REF: 0D5 WINDOW HEAD DETAIL

A-601

3" = 1' - 0" 1'6"3"0REF: 0F5 WINDOW JAMB DETAIL

A-6013" = 1' - 0" 1'6"3"0REF: 0F1 WINDOW JAMB DETAIL

A-601

3" = 1' - 0" 1'6"3"0REF: 0D1 WINDOW MULLION DETAIL

A-601

SEE SPECIFICATONS

SEE SPECIFICATIONS

SEE SPECIFICATIONS

SEE SPECIFICATIONS

NOTE: VERIFY WINDOW DIMENSIONS IN FIELD, INCLUDING ROUGH AND MASONRY OPENINGS.

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST

FE

(E)3/4" CW, FIELD VERIFY LOCATION

1-1/2" DRAIN

UNDER GROUND

1/2" CW ABOVE CEILING

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

PLUMBING

NEW WORK AND DEMOLITION

FLOOR PLANS

VL SD -- --

P-101

NOTES

KEYED NOTES

1/4" = 1' - 0" 2' 4' 8'0REF:1 PLUMBING DEMOLITION PLAN

P-101

1/4" = 1' - 0" 2' 4' 8'0REF:2 PLUMBING WORK FLOOR PLAN

P-101

1. WHERE MECHANICAL, ELECTRICAL, AND PLUMBING

DEVICES ARE REMOVED OR CAPPED, PATCH AND REPAIR

FINISHES TO MATCH SURROUNDING FINISHES AND

MAINTAIN FIRE RATED ASSEMBLIES WHERE OCCURS.

2. EXISTING INFORMATION BASED ON AS-BUILT DRAWINGS

RECEIVED FROM VA AND FIELD OBSERVATIONS.

CONTRACTOR SHALL FIELD VERIFY PRIOR TO STARTING

WORK.

3. FIELD COORDINATE WITH ARCHITECTURAL, STRUCTURAL,

AND ELECTRICAL DISCIPLINES PRIOR TO START OF WORK.

4. IN THE PREPARATION OF THESE PLANS, THE ENGINEER

HAS USED CERTAIN ABBREVIATIONS, CONVENTIONS, AND

SYMBOLS, THE MEANING OF WHICH ARE ILLUSTRATED

AND EXPLAINED WITHIN THE LEGEND.

5. PIPE DIMENSIONS ON DRAWINGS ARE NOMINAL PIPE

DIMENSIONS LESS INSULATION.

6. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS

AND FIELD DIMENSIONS.

7. ALL RISES AND DROPS IN PIPING MAY NOT NECESSARILY

HAVE BEEN SHOWN. CONTRACTOR TO VERIFY.

8. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT

BRACKETS, FLASHING, HARDWARE, ETC. REQUIRED TO

INSTALL A COMPLETE SYSTEM.

9. PIPES RUNNING PARALLEL TO JOISTS SHALL BE ROUTED

UP AND BETWEEN JOISTS WHERE POSSIBLE. WHEN

PERPENDICULAR TO JOISTS RUN PIPING IN JOIST WEB

WHERE POSSIBLE EXCEPT WHERE MULTIPLE PIPES

SUPPORTED ON TRAPEZE.

10. PROVIDE TRAPS AND CLEANOUTS ON SANITARY LINES

AND CONDENSATE DRAIN LINES AS REQUIRED BY CODE.

11. PUBLIC RESTROOM SINKS AN URINAL TO REMAIN.

1. PROVIDE OUTDOOR BOTTLE FILL STATION. CONNECT

DRAIN AND WATER SUPPLY LINES TO FREEZE RESISTANT

PACKAGE PER MANUFACTURER'S INSTALLATION MANUAL.

2. PROVIDE NEW WATER CLOSET. MOUNTED AT HEIGHT IN

ACCORDANCE WITH ADA REQUIREMENTS.

3. PROVIDE NEW WATER FAUCET.

4. RELOCATE WATER SUPPLY PIPE INSIDE WALL,

RECONNECT TO TOILET FLUSH VALVE. PATCH AND

CONCEAL WALL, REFER TO ARCHITECT DRAWINGS FOR

FINISHED WALL SURFACE COLOR.

5. INSTALL BACKFLOW PREVENTER ON EXISTING WATER

LINE DOWNSTREAM OF WATER METER. CONTRACTOR TO

PERFORM PRESSURE TEST TO ENSURE BACKFLOW

PREVENTER DOES NOT REDUCE WATER PRESSURE TO

THE BUILDING.

6. PROVIDE NEW WATER CLOSET. MOUNTED STANDARD

HEIGHT.

7. FREEZE RESISTANT PACKAGE FOR BOTTLE FILING

STATION , RECESS MOUNTED WITH ACCESS PANEL, REFER

TO ARCHITECTURAL DRAWINGS FOR ACCESS PANEL

DETAILS.

DEMO KEYED NOTES

LEGEND

1. REMOVE WATER FOUNTAIN AND ASSOCIATED PIPES BACK

TO MAIN. CAP WATER SUPPLY AND DRAIN PIPES. SEE CIVIL

DRAWINGS FOR PAVER WORKS.

2. REMOVE WATER CLOSET FOR NEW REPLACEMENT.

3. REMOVE FAUCET FOR NEW REPLACEMENT.

4. REMOVE SURFACE MOUNTED WATER LINE FOR

RELOCATION.

P-1

P-2 P-2

P-2

P-3

P-4

(E)4" SANITARY LINE

CONTRACTOR TO VERIFY

LOCATION ON SITE.

PLUMBING FIXTURE CONNECTION SCHEDULE

TAG QUANTITY MANUFACTURER MODEL DESCRIPTION

CONNECTIONS

CW HW WASTE/SANITARY VENT

P-1 1 ELKAY LK4405BFFR

ADA COMPLIANT DESIGN OUTDOOR SINGLE ARM BOTTLE FILLING

STATION, WALL MOUNT,NON FILTERED, NON-REFRIGERATED. PROVIDE

WITH IN-WALL INSTALLATION FREEZE RESISTANT PACKAGE MODEL

LKFRB1. PROVIDER STUDER VENT MODEL 20341.

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

P-2 3 KOHLER K-84325-SS

WALL HUNG WATER CLOSET WITH ELONGATED BOWL ; VITREOUS

CHINA; 1.28 GPF; 1-1/2" TOP INLET SPUD. PROVIDE WITH MATCHING

OPEN FRONT TOILET SEAT, NO LID.

FLUSH VALVE : SLOAN (MODEL REGAL® XL 111) 1.6 GPF DIAPHRAGM

MANUAL CLOSET FLUSH VALVE. SPUD SIZE: 1-1/2 IN, FITTING SIZES: 1 IN

1" - 4" 2"

P-3 1 AMERICAN

STANDARD 6540.170

WIDESPREAD LAVATORY FAUCET 0.5 GPM PRESSURE COMPENSATING

AERATOR, 8 INCHES CENTER, 2 HANDLES. CONVERTIBLE RIGID/SWIVEL

GOOSENECK SPOUT. VANDAL-RESISTANT WRIST BLADE HANDLES

1/2" 1/2" - -

P-4 1 ZURN 1-1/2" 975XL2 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH

STRAINER 1-1/2" - - -

FLOOR DRAIN

WALL CLEANOUT

SHUT OFF VALVE

PIPE GOING DOWN

PIPE COMING UP

NEW COLD WATER PIPING

NEW HOT WATER PIPING

NEW SANITARY WASTE PIPING

NEW VENT PIPING

HW

V

CHECK VALVE

PIPE SIZE REDUCER

CONNECT NEW WORK TO EXISTING

ABOVE CEILING

ABOVE GRADE

ABOVE FINISHED FLOOR

BELOW FLOOR/MEZZANINE

BELOW GRADE

BOTTOM OF PIPE

BRITISH THERMAL UNIT PER HOUR

CEILING

CONDENSATE DRAIN

CLEANOUT

CONNECTION

COLD WATER

DOWN

ELEVATION

EMERGENCY ROOF DRAIN

ENTERING WATER TEMPERATURE

A/C

A/G

AFF

B/F

B/G

BOP

BTUH

CLG

CD

CO

CONN

CW

DN

EL

ERD

EWT

EXISTINGEX

FLOOR DRAINFD

FLOORFLR OR FL

GALVANIZEDGALV

GALLONS PER MINUTEGPM

HORSEPOWERHP

HOT WATERHW

INVERT ELEVATIONIE

INCHESIN

INDIRECT WASTEIW

KILOWATTKW

POUNDSLBS

LEAVING WATER TEMPERATURELWT

THOUSAND BTUHMBH

MINIMUMMIN

PRESSURE SAFETY VALVEPSV

ROUND OR DIAMETERØ

SANITARYSAN OR S

TYPICALTYP

VENT THRU ROOFVTR

VOLTS OR VENTV

WITHW/

WITHOUTW/O

WASTEW

ROOF DRAINRD

WALL CLEANOUTWCO

ABBREVIATIONS SHOWN HERE ARE NOT NECESSARILY USED

ON THESE DOCUMENTS

ABOVE FINISHED GRADEAFG

PLUMBING ABBREVIATIONS

YARD CLEANOUTYCO

HOSE BIBBHB

PLUMBING FIXTUREP- #

11/21/2024

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST

LOBBY

STAFF TOILET

CLOSET

UTILITY ROOM

GENERAL OFFICE

OFFICE

MEN'S TOILET

WOMEN'S TOILET

VEST

FE

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

/1 5/

1:

:0

AM

BID DOCUMENTS - 100%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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

CHIMBORAZO JV

1075 BIG SHANTY ROAD SUITE 100

KENNESAW, GA 30144

770-421-3400

REPAIRS AND IMPROVEMENTS

DESIGN PROJECT

916 Bridgeboro Rd, Beverly, NJ 08010

804CM3021

Project Director

2024-11-22Revisions: Date:

MECHANICAL

NEW WORK AND DEMOLITION

FLOOR PLANS

VL SD -- --

M-101

NOTES

1. WHERE MECHANICAL, ELECTRICAL, AND PLUMBING

DEVICES ARE REMOVED OR CAPPED, PATCH AND REPAIR

FINISHES TO MATCH SURROUNDING FINISHES AND

MAINTAIN FIRE RATED ASSEMBLIES WHERE OCCURS.

2. EXISTING INFORMATION BASED ON AS-BUILT DRAWINGS

RECEIVED FROM VA AND FIELD OBSERVATIONS.

CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS

INCLUDING,BUT NOT LIMITED TO: PIPE SIZES AND

ROUTING, DUCT SIZES AND ROUTING, EQUIPMENT

CONNECTIONS AND LOCATIONS, CONTROLS

3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT

EACH TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL

THEIR EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL,

ETC.)

4. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS

AND FIELD DIMENSIONS.

5. ALL RISES AND DROPS IN PIPING AND DUCTWORK MAY

NOT NECESSARILY HAVE BEEN SHOWN. CONTRACTOR TO

VERIFY.

6. PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT

BRACKETS, FLASHING, HARDWARE, ETC. REQUIRED TO

INSTALL A COMPLETE SYSTEM.

7. PROVIDE ALL ACCESSORIES AND MATERIALS REQUIRED

FOR A COMPLETE AND OPERATIONAL SYSTEM. COMPLY

WITH ALL STATE AND LOCAL CODES. ACQUIRE ALL

PERMITS AND PROVIDE EVIDENCE OF SATISFACTORY

INSPECTIONS. PROVIDE THE EQUIPMENT SHOWN AND

SCHEDULED OR APPROVED EQUALS. THE DRAWINGS ARE

DIAGRAMMATIC IN NATURE AND DO NOT SHOW ALL

DEVICES REQUIRED FOR A COMPLETE SYSTEM.

1/4" = 1' - 0" 2' 4' 8'0REF:1 MECHANICAL DEMOLITION PLAN

M-101

1/4" = 1' - 0" 2' 4' 8'0REF:2 MECHANICAL WORK FLOOR PLAN

M-101

KEYED NOTES

1. NEW ABOVE CEILING EXHAUST FAN (ONE COMMON FAN

SERVES BOTH MEN'S AND WOMEN'S PUBLIC RESTROOMS).

CONNECT FAN TO EXISTING DUCTWORK AND SPEED

CONTROL. INTERLOCK WITH OCCUPANCY SENSOR.

2. NEW ABOVE CEILING EXHAUST FAN FOR STAFF TOILET.

CONNECT FAN TO EXISTING DUCTWORK. INTERLOCK WITH

OCCUPANCY SENSOR.

DEMO KEYED NOTES

1. DEMOLISH PUBLIC RESTROOM'S EXHAUST FAN ABOVE

CEILING (ONE COMMON FAN SERVES BOTH MEN'S AND

WOMEN'S PUBLIC RESTROOMS). RETAIN DUCTWORK AND

SPEED CONTROL WIRES.

2. DEMOLISH STAFF TOILET'S EXHAUST FAN ABOVE CEILING

AND CONTROLS. RETAIN DUCTWORK.

FAN SCHEDULE

TAG LOCATION SERVICE TYPE

PERFORMANCE FAN MOTOR CONNECTIONS

MAX NOISE

LEVEL

BASIS OF DESIGN

DIMENSIONS

L X W X H NOTESAIRFLOW

(CFM)

ESP

(IN WC) DRIVE RPM INLET SIZE DISCHARGE

SIZE MANUFACTURER MODELHP V/Ph/Hz

EF-1 CEILING STAFF TOILETS INLINE 140 0.25 DIRECT 1,415 1/30 115/60/1 8 8 4.5 GREENHECK SQ-70 13x12x12 1

EF-2 CEILING PUBLIC TOILETS INLINE

360 (WINTER) /

720 (SUMMER) 0.25 DIRECT 1150

1550 1/6 115/60/1 12 12 8.8 GREENHECK SQ-95-VG…