561A4-17-108_Replace Roofs 100_ Working_Drawings No. 1 - 7.pdf

BLDG 6

BLDG 7BLDG 8

BLDG 9

BLDG 2

BLDG 4

BLDG 57

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

U.S. Department of Veterans Affairs

LIST OF DRAWINGS

PROJECT CONTACT DIRECTORY

LOCATION MAP

CONTRACTING OFFICER REPRESENTATIVE (COR) ARCHITECT / MEP/FP & STRUCTURAL ENGINEERS acela architects + engineers, pc 2633 Moravian Avenue Allentown, PA 18103

Joseph L. Herman, AIA, NCARB, LEED AP Cell: (610) 417-7850 jherman@acela-ae.com

APPROVALS

PROJECT INFORMATION

CONTRACT OFFICER/SPECIALIST

9/

/2

9:

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A

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GI101

COVER SHEET

9/17/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

2,4,6,7,8,9 & 57

561A4-17-108REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

Veterans Health Administration New Jersey Health Care System

100% WORKING DRAWINGS

151 Knollcroft Road, Lyons, New Jersey

Nadi Atalla Nadi.Atalla@va.gov cell: 908-416-4224 Ofiice: 908-647-0180

Approved by Medical Center Director

Approved by Project COR

Approved by Infection Control

Approved by Project CO

Approved by

Approved by Director of Facility Management Service

Approved by Medical Director

Approved by Safety Offcer

GENERAL CONTRACT

SHEET

NUMBER

DRAWING

NUMBER DRAWING NAME

3 GC101 SITE PLAN - SCOPE OF WORK AND STAGING

4 GC102 FALLING OBJECT PROTECTION PLANS

5 GC103 FALLING OBJECT PROTECTION PLANS

6 GC104 FALLING OBJECT PROTECTION PLANS

7 GC105 FALLING OBJECT PROTECTION SCAFFOLD -

ELEVATIONS

GENERAL INFORMATION

SHEET

NUMBER

DRAWING

NUMBER SHEET NAME

1 GI101 COVER SHEET

2 GI102 GENERAL INFORMATION

ASBESTOS / LEAD ABATEMENT

SHEET

NUMBER

DRAWING

NUMBER SHEET NAME

13 HA101 ASBESTOS ABATEMENT PLAN - BUILDING 2

AND CONNECTOR 2-3

14 HA102 ASBESTOS ABATEMENT PLAN - BUILDING 4,

CONNECTOR 3-4, AND CONNECTOR 4-5

15 HA103 ASBESTOS ABATEMENT PLAN - BUILDING 6,

CONNECTOR 5-6 AND CONNECTOR 6-7

16 HA104 ASBESTOS ABATEMENT PLAN - BUILDING 7

AND CONNECTOR 7-8

17 HA105 ASBESTOS ABATEMENT PLAN - BUILDING 8

AND CONNECTOR 8-9

18 HA106 ASBESTOS ABATEMENT PLAN - BUILDING 9

AND CONNECTOR 9-2

19 HA107 ASBESTOS ABATEMENT PLAN - BUILDING

HA108 ASBESTOS ABATEMENT PLAN -

CONNECTOR 57-54

ARCHITECTURAL ELEMENTS

SHEET

NUMBER

DRAWING

NUMBER SHEET NAME

29 AE101 ROOF PLAN - BUILDING 2 & CONNECTOR 2-3

30 AE102 ROOF PLAN - BUILDING 4, CONNECTORS 3-4,

AND 4-5

31 AE103 ROOF PLAN - BUILDING 6, CONNECTOR 5-6

AND 6-7

32 AE104 ROOF PLAN - BUILDING 7 AND CONNECTOR

7-8

33 AE105 ROOF PLAN - BUILDING 8 AND CONNECTOR

8-9

34 AE106 ROOF PLAN - BUILDING 9 AND CONNECTOR

9-2

35 AE107 ROOF PLAN - BUILDING 57

36 AE108 ROOF PLAN - CONNECTORS 57-54 & 2-3

37 AE109 ROOF PLAN - CONNECTOR 57-143

38 AE201 HIGH SLOPED ROOF DETAILS & SECTIONS

39 AE202 HIGH SLOPED ROOF DETAILS

40 AE203 LOW SLOPED ROOF DETAILS & SECTIONS

41 AE204 LOW SLOPED ROOF SECTIONS

ARCHITECTURAL DEMOLITION

SHEET

NUMBER

DRAWING

NUMBER DRAWING NAME

20 AD101 ROOF DEMOLITION PLAN - BUILDING 2

AND CONNECTOR 2-3

21 AD102 ROOF DEMOLITION PLAN - BUILDING 4,

CONNECTOR 3-4, AND CONNECTOR 4-5

22 AD103 ROOF DEMOLITION PLAN - BUILDING 6,

CONNECTOR 5-6 AND CONNECTOR 6-7

23 AD104 ROOF DEMOLITION PLAN - BUILDING 7

AND CONNECTOR 7-8

24 AD105 ROOF DEMOLITION PLAN - BUILDING 8

AND CONNECTOR 8-9

25 AD106 ROOF DEMOLITION PLAN - BUILDING 9

AND CONNECTOR 9-2

26 AD107 ROOF DEMOLITION - BUILDING 57

27 AD108 ROOF DEMOLITION - CONNECTOR 57-54

28 AD109 ROOF DEMOLITION - CONNECTOR 57-143

SITE

GENERAL RESOURCE

SHEET

NUMBER

DRAWING

NUMBER SHEET NAME

8 GR101 PROJECT PICTURES - BUILDINGS 2, 4, 6, & 7

9 GR102 PROJECT PICTURES - BUILDINGS 8, 9, & 57

10 GR103 PROJECT PICTURES - CONNECTORS 2-3,

2-9, 4-5, 5-6, 6-7

11 GR104 PROJECT PICTURES - CONNECTORS 7-8,

8-9, 54-57

12 GR105 PROJECT PICTURES - CONNECTOR 57-143

CAMPUS VIEW

Revisions: Date: Page 1 of 42

A100

& AND

@ AT

C CENTERLINE

# NUMBER

AB ANCHOR BOLT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALUM ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BRG BEARING

BEL BELOW

BR BUMPER RAIL

BRK BRICK

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CCT CUBICLE CURTAIN TRACK

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CT CERAMIC TILE

CLG CEILING

CL CLOSET

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CPT CARPET

CU CUBIC

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DOZ DOZEN

DP DAMPPROOFING

DR DOOR

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST

EA EXHAUST AIR, EACH

EL ELEVATION

ELEV ELEVATION

ELEC ELECTRICAL

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXP EXPANSION

EJ EXPANSION JOINT

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FACE

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE

FT FOOT OR FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

GC GENERAL CONTRACTOR

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWR HARDWARE

HDWD HARDWOOD

HT HEIGHT

HNDRL HANDRAIL

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HR HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER / DIMENSION

IN INCH

INCL INDLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LG LONG

LL LEAD LINED

LLV LONG LEG VERTICAL

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

MATL MATERIAL

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFF OFFICE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OH OVERHEAD

OZ OUNCE

PAV PAVING

PC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PLBG PLUMBING

PMF PREMOLDED FILLER

PR PAIR

PT POINT

PTN PARTITION

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER

BASE

RD ROOF DRAIN

RL ROOF LEADER

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR

INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SM SMOKE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

SS STAINLESS STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TEL TELEPHONE

TEMP TEMPERED

T&G TONGUE AND GROOVE

THK THICK

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UON UNLESS OTHERWISE

NOTED

VB BAPOR BARRIER

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VS VENT STACK THRU ROOF

W WEST

W/ WITH

WD WOOD

W/O WITHOUT

WP WATERPROOF

WT WEIGHT

WWF WELDED WIRE FRAME

NOTE: ALL ABBREVIATIONS

SHOWN MAY NOT BE USED ON

THIS PROJECT. CERTAIN COMMON

ABBREVIATIONS MAY NOT BE

SHOWN.

CENTER LINE

DETAIL INDICATOR

DETAIL INDICATOR

DRAWING BLOCK TITLE, TYPICAL

CORRIDOR ELEVATION INDICATOR

BUILDING SECTION INDICATOR

TYPICAL DETAIL INDICATOR

KEYNOTE

NORTH ARROW

DETAIL NUMBER

SHEET NUMBER

XX-XX

XX-XX

XX-XX

CL

XX-XX

x'-x" SPOT ELEVATION

1 REVISION

REVISION CLOUD

BREAK LINE

View Name 1/8" = 1'-0"

AE888

X

SHEET NUMBERDETAIL

NUMBER

BUILDING ELEVATION INDICATOR

SHEET NUMBERDETAIL

NUMBER

DETAIL

NUMBER

SHEET NUMBER

N

P N

NEW ROOF INTAKE VENT, RIDGE VENT, AND

HIP RIDGE VENT

AT NEW LIGHTENING PROTECTION AIR

TERMINAL, SEE DETAIL 6/AE201.

SPACE 25'-0" O.C. MAX.

NEW LIGHTENING PROTECTION TERMINAL

WIRING, SIZE AS REQUIRED

EXISTING ROOF LINES

NEW DOWNSPOUTDS

NEW ROOF DRAIN, SEE 2/AE203

RD

VENT STACK, PROVIDE NEW FLASHING,

SEE 2/AE201

VS

EXISTING DOWNSPOUT

DS

EXHAUST FAN, PROVIDE NEW FLASHING,

SEE 8/AE203

EF

RD

EXISTING ROOF DRAIN

EXISTING AREA NOT IN CONTRACT

DENOTES INSULATION THICKNESS FROM

ROOF DECK ON LOW SLOPED ROOFS

+5.75

INDICATES DIRECTION OF PITCH (HIGH TO LOW),

PITCH IS 1/8"/FOOT ON LOW SLOPED ROOFS

OVERFLOW SCUPPER, SEE DETAIL 4/AE203OS

VENTILATOR, PROVIDE NEW FLASHING,

SEE 3/AE201

V

1. DO NOT SCALE DRAWINGS. THESE ARE CONCEPTUAL PLANS.

2. THE WORK OF THE CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS FOR ALL TRADES CONCERNED FOR COMPLETING

THE PROJECT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

3. THE CONTRACTOR SHALL PAY FOR, PROCURE, AND APPLY FOR ALL PERMITS AS REQUIRED TO CONSTRUCT THE PROJECT. SEE PROJECT SPECIFICATION FOR VA REQUIRED PERMITS AND PROCEEDURES. PERMITS INCLUDE BUT ARE NOT LIMITED TO THE

FOLLOWING:

A. GENERAL CONTRACTOR EMPLOYEE PARKING PERMITS.

B. INFECTION CONTROL PERMIT.

C. HOT WORK PERMIT.

D. SYSTEM SHUT DOWN PERMIT.

E. ENERGIZING WORK REVIEW PERMIT.

F. CRANE COORDINATION PLAN PERMIT.

G. STATE OF NEW JERSEY ASBESTOS ABATEMENT WORK PERMITS AND LICENSES.

H. STATE OF NEW JERSEY ASBESTOS DISPOSAL PERMIT.

4. THE CONTRACTOR SHALL BE FAMILIAR WITH THE CONTRACT DOCUMENTS AND MUST VISIT THE SITE AND BE ACQUAINTED WITH

THE CONDITIONS AFFECTING THE WORK.

5. ALL WORK TO BE FIRST RATE, HIGH QUALITY, AND ACCOMPLISHED IN A WORKMANLIKE MANNER BY SKILLED CRAFTSMEN USING

ACCEPTED PRACTICES AND METHODS APPROPRIATE TO THE TRADE INVOLVED.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY CLEANING UP OF THE WORK AREA. THE AREA SHALL BE CLEANED EACH DAY AND TRASH SHALL BE DISPOSED OF AT THE END OF EACH DAY. AT THE END OF THE PROJECT, THE CONTRACTOR

SHALL CLEAN THE WORK AREA THOROUGHLY.

7. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE TIME OF ACCEPTANCE BY THE OWNER.

8. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL BUILDING CONDITIONS AND VERIFY ALL LOCATIONS OF

UTILITIES IN THE FIELD.

9. CONTRACTOR SHALL INSPECT, CLEAN AND REPAIR EXISTING COPPER GUTTER INLAY AS REQUIRED, BELOW AREA OF WORK AT

THE END OF EACH WORK DAY.

10. CONTRACTOR TO PROVIDE AN 8 FEET HIGH TEMPORARY FENCE AROUND THE STAGING AREA

11. CONTRACTOR TO PROVIDE A CHUTE SYSTEM FOR THE LOWERING OF ROOF DEBRIS FOR EACH SIDE OF A SLOPED ROOF

SCHEDULED FOR NEW WORK.

12. CONTRACTOR TO DAILY POLICE AREA OF WORK FOR ANY GROUND DEBRIS. SITE TO BE FREE OF ANY DEMOLITION AND/OR

DISCARDED MATERIALS.

13. CONTRACTOR TO ISOLATE AREA OF WORK TO KEEP PUBLIC OUT OF HARMS WAY DUE TO FALLING DEBRIS/TOOLS.

14. CONTRACTOR TO REPAIR ANY SITE FEATURES DAMAGED DURING CONSTRUCTION. SITE FEATURES INCLUDE BUT ARE NOT

LIMITED TO ROADS, SIDEWALKS, CURBS, SOIL, GRASS, BUILDING ELEMENTS, ETC.

15. CONTRACTOR TO REQUEST APPROVAL FROM THE COR FOR ALL CONTRACTOR PARKING LOCATIONS. CONTRACTOR PARKING WILL NOT INTERFERE WITH VEHICLE TRAFFIC OR LIMIT ACCESS OF EMERGENCY EQUIPMENT AND/OR MAINTENANCE

EQUIPMENT.

16. DUMPSTERS LOCATED NEAR BUILDINGS TO BE REMOVED/RELOCATED ONCE DEMOLITION IS COMPLETE IN THE VICINITY OF

WORK.

17. THE COTRACTOR SHALL NOT BLOCK ACCESS TO HYDRANTS AND FIRE DEPARTMENT CONNECTIONS WITH DUMPSTERS OR

SCAFOLDING.

18. DUMPSTERS ARE TO BE CLOSED AT ALL TIMES WHEN NOT IN USE

19. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MENIFEST FOR ALL DISPOSED ACM AND NON ACM MATERIALS

20. ALL WOOD BLOCKING SHALL BE FIRE TREATED LUMBER.

A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE REMOVAL AND DISPOSAL OF ASBESTOS- CONTAINING MATERIALS AS NOTED INCLUDING THE REMOVAL OF ALL NON ASBESTOS-CONTAINING MATERIALS SUCH AS FLASHING AND ROOF PLIES , AND ANY DEMOLITION, REMOVAL AND DISPOSAL NECESSARY TO EXPOSE ASBESTOS CONTAINING MATERIALS AND DEBRIS INCLUDING ALL REQUIRED PREPARATION, CLEANING, ENCAPSULATION AND DECONTAMINATION IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS AND THE PROJECT PLANS AND SPECIFICATIONS.

B. IF SUSPECTED ASBESTOS OR HAZARDOUS MATERIAL IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY , AND NOTIFY THE OWNER/ARCHITECT IN WRITING, PRIOR TO CONTINUING WORK.

C. INSTALL WARNING SIGNS TO ESTABLISH ABATEMENT WORK AREAS PRIOR TO THE START OF REMOVAL AND DISPOSAL OF

HAZARDOUS MATERIALS PER THE PROJECT SPECIFICATIONS.

D. FOR MATERIALS REPORTED TO CONTAIN <1% ASBESTOS, FOLLOW OSHA REQUIREMENTS FOR MATERIALS WITH 1% OR LESS ASBESTOS, INCLUDING WET HANDLING, CLEAN UP, DISPOSAL IN LEAK TIGHT CONTAINERS, AND AN EXPOSURE ASSESSMENT.

E. AN ASBESTOS SURVEY REPORT FOR THE ENTIRE AREA IS INCLUDED IN THE SPECIFICATIONS.

1. ALL AREAS WHERE EXISTING ROOFING REMOVAL HAVE BEEN MADE SHALL BE COVERED BY NEW ROOFING, AND MADE WATER

TIGHT IN THE SAME DAY.

2. REFER TO SPECIFICATIONS SECTION 024119 - SELECTIVE DEMOLITION FOR ADDITIONAL REQUIREMENTS AND INFORMATION.

3. ARCHITECTURAL DEMOLITION DRAWINGS ARE FOR SCHEMATIC PURPOSES. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH THE ENTIRE SET OF CONTRACT DOCUMENTS FOR FULL SCOPE OF SPECIFIED WORK REQUIRED FOR THE PROJECT.

4. EXISTING CONDITIONS SHOWN ON THESE DRAWINGS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND MATERIALS REQUIRED FOR THE CONTRACTED WORK. REPORT ALL DISCREPANCIES TO ARCHITECT PRIOR TO FABRICATION, ERECTION AND/OR INSTALLATION.

5. COORDINATE ALL NEW PENETRATIONS AND/OR OPENINGS WITH OTHER ASSOCIATED TRADES.

6. SOME ITEMS MAY BE INDICATED IN THE DEMOLITION DRAWINGS AND DEMOLITION NOTES WHICH ARE NOT NECESSARILY DEMOLITION WORK BUT ARE INCLUDED TO DESCRIBE THE OVERALL SCOPE OF THE PROJECT AND TO AID IN THE DEMOLITION COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK REQUIRED TO COMPLETE THE INTENDED WORK

SPECIFIED FOR THIS PROJECT.

7. REMOVE MISCELLANEOUS ITEMS WITHIN LIMITS OF DEMOLITION. COORDINATE WITH OWNER ANY ITEMS TO BE SALVAGED.

8. PROTECT EXISTING FINISHED WORK & EQUIPMENT WHICH IS TO REMAIN IN AREAS OF DEMOLITION WORK.

9. CONTRACTOR SHALL COORDINATE WITH OWNER PRIOR TO DISCONNECTING ANY EQUIPMENT.

10. ALL ACCESS AND EGRESS ROUTES TO AND FROM THE BUILDING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF WORK. CONTACTOR TO PROVIDE TEMPORARY FALL PROTECTION TO PROTECT THE PUBLIC AT EACH ACCESS AND EGRESS.

11. CONTRACTOR TO PROVIDE SAFETY PLAN SUBMITTAL PRIOR TO ANY WORK. SAFETY PLAN TO INCLUDE SPECIFIC FALL

PROTECTION.

12. CLEAN ALL DEBRIS FROM ROOF AREAS AND SITE.

ARCHITECTURAL ABREVIATIONS ARCHITECTURAL SYMBOLS

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

C U s e rs

\b s tr a u b in g e r\

D o c u m e n ts

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A

M

GI102

GENERAL INFORMATION

9/17/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

2,4,6,7,8,9 & 57

561A4-17-108REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

100% WORKING DRAWINGS

ROOFING LEGEND

GENERAL PROJECT NOTES

Revisions: Date:

ABATEMENT - GENERAL NOTES

GENERAL DEMOLITION NOTES

K N

O

LL

C R

O F

T R

O A

D

EAST CIRCLE DRIVE

EAST CIRCLE DRIVE

VALLEY VIEW DRIVE

WEST CIRCLE DRIVE

WEST CIRCLE DRIVE

BUILDING 1

(N.I.C)

BUILDING 3

(N.I.C)

BUILDING 5

(N.I.C)

BUILDING 4BUILDING 2

BUILDING 6

BUILDING 7

BUILDING 8

BUILDING 9

BUILDING 57

BUILDING 143

(N.I.C)

BUILDING 53

(N.I.C)

BUILDING 54

(N.I.C)

BUILDING 55

(N.I.C)

CONNECTOR 6-7

CONNECTOR 7-8

CONNECTOR 8-9

CONNECTOR 9-2

CONNECTOR 2-3

CONNECTOR 3-4

CONNECTOR 4-5

CONNECTOR 5-6

CONNECTOR 57-143

CONNECTOR 57-54

HA101

HA102

HA103

HA104

HA105

HA106

AD101

AD102

AD103

AD104

AD105

AD106

AE101

AE102

AE103

AE104

AE105

AE106

AD107

AE107

AD108

AE108

AD109

AE109

AD109

AE109

ROOFS OF BUILDINGS SCHEDULED FOR ROOF REPLACEMENT

ROOFS OF BUILDING CONNECTORS SCHEDULED FOR ROOF

REPLACEMENT

GENERAL LOCATION OF

APPROXIMATELY 15,000 SF OF

CONTRACTOR STAGING AREA.

- PROVIDE AN 8'-0" HIGH

SECURITY FENCE AROUND THE

ENTIRE PERIMETER WITH

LOCKABLE VEHICLE GATE.

GC101

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

C U s e rs

\b s tr a u b in g e r\

D o c u m e n ts

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/2

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GC101

SITE PLAN - SCOPE OF WORK AND STAGING

9/17/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

2,4,6,7,8,9 & 57

561A4-17-108REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

100% WORKING DRAWINGS

1" = 80'-0"1

SITE PLAN - SCOPE OF WORK

ROOF SCHEDULE

BUILDING / CONNECTOR Type Area

Exist EPDM

2 Exist EPDM 4078 SF

3-4 Exist EPDM 192 SF

4 Exist EPDM 5059 SF

4-5 Exist EPDM 355 SF

5-6 Exist EPDM 358 SF

6 Exist EPDM 803 SF

6-7 Exist EPDM 343 SF

7 Exist EPDM 1695 SF

7-8 Exist EPDM 380 SF

8 Exist EPDM 880 SF

8-9 Exist EPDM 552 SF

9 Exist EPDM 727 SF

9-2 Exist EPDM 425 SF

57 Exist EPDM 646 SF

57-54 Exist EPDM 1631 SF

57-143 Exist EPDM 7915 SF

Exist EPDM: 42 26040 SF

Exist Shingle Roof

2 Exist Shingle Roof 24372 SF

4 Exist Shingle Roof 18327 SF

6 Exist Shingle Roof 19461 SF

7 Exist Shingle Roof 23516 SF

8 Exist Shingle Roof 19461 SF

9 Exist Shingle Roof 21397 SF

57 Exist Shingle Roof 23736 SF

Exist Shingle Roof: 16 150270 SF

SITE PLAN LEGEND

1" = 400'-0"2

LOCATION OF STAGING AREA

Revisions: Date: Page 3 of 42

EXISTING ROOFS

COVER THESE DOORS

FDC

FIRE DEPARTMENT

CONNECTIONFIRE DEPARTMENT

POST INDICATOR

VALVE

T E

M P

F E

N C

ET

E

M P

F E

N C

E T

E M

P F

E N

C E

T E

M P

F E

N C

E

TEMP FENCE

TEMP FENCE

T E

M P

F E

N C

E

T E

M P

F E

N C

E

BUILDING 57

CONNECTOR 57-143

CONNECTOR 57-57

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

CONNECTOR 8-9

BUILDING 9

BUILDING 8

BUILDING 2

FDC

FIRE DEPARTMENT

CONNECTION

FIRE DEPARTMENT

POST INDICATOR VALVE

SEE 4/GC103

T E

M P

F E

N C

E

T E

M P

F E

N C

E

TEMP FENCETEMP FENCE

TEMP FENCE

TEMP FENCE

TE

M

P F

EN

C

E

TEM

P FENCE

BUILDING 9

CONNECTOR 2-9

CONNECTOR 2-3

BUILDING 3

F D

C

FDC

FIRE DEPARTMENT

CONNECTION

FIRE DEPARTMENT

CONNECTION

FIRE DEPARTMENT

POST INDICATOR

VALVE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

TEMP

FENCE

TEMP

FENCE

TEMP FENCE

TEM

P F

ENCE

BUILDING 4

CONNECTOR 3-4

BUILDING 3

C O

N N

E C

T O

R

-5

BUILDING 5

8-9 68

57143

FDC

FIRE DEPARTMENT CONNECTION ACCESS LOCATION -

CONTRACTOR TO PROVIDE A GATE IN THE FENCE

SECURED WITH A CHAIN AND A PADLOCK. PROVIDE A

SIGN WITH 12" HIGH INITIALS FDC ATTACHED TO FENCE

@ 48" ABOVE GROUND. GC TO PROVIDE THE COR AND

CAMPUS SECURITY WITH THE COMBINATION OF THE

PADLOCK. DO NOT BLOCK EXISTING HYDRANTS, FDC'S,

OR ACCESS GATES.

TEMPORARY CONSTRUCTION FENCE (8 FEET HIGH) 6 FEET

FROM BUILDING MIN., ADJUST FENCE LOCATION FOR WORK

AREA.

DO NOT BLOCK ACCESS TO ANY HYDRANTS OR SPRINKLER

SIAMESE CONNECTIONS.

TEMP FENCE

SCAFFOLD WALL

OPEN END SECURE TEMPORARY CONSTRUCTION

FENCE TO SCAFFOLD WITH A CHAIN AND

PADLOCK - TYPICAL

BUILDING ACCESS LOCATION

EXISTING BUILDING

BUILDING ACCESS

TEMP FENCETEMP FENCE

TYPICAL SCAFFOLDING NOTES:

- CONTRACTOR SHALL COVER AND SECURE ANY

EXISTING WINDOW WITH 3/4" FIRE TREATED PLYWOOD

WITHIN 36" (VERTICALLY) OF THE SCAFFOLDING.

- CONTRACTOR TO PROVIDE TEMPORARY LIGHTING

UNDER SCAFFOLDING. LIGHTS TO BE MINIMUM 6'-0" ON-

CENTER IN ALL DIRECTIONS. GC SHALL CONNECT TO

NEAREST RECEPTACLE AND/OR EXTERIOR LIGHT

FIXTURE FOR TEMPORARY LIGHTING POWER.

- ROOF OF SCAFFOLDING TO BE 3/4" FIRE TREATED

PLYWOOD.

TYPICAL SCAFFOLDING NOTES

M

IN

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

C U s e rs

\b s tr a u b in g e r\

D o c u m e n ts

\2

-U S

D V

A -1 b s tr a u b in g e r.

rv t

/1

/2

:3

:3

A

M

GC102

FALLING OBJECT PROTECTION PLANS

9/17/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

2,4,6,7,8,9 & 57

561A4-17-108REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

100% WORKING DRAWINGS

1/16" = 1'-0"3

BUILDING 57 PLAN

1/16" = 1'-0"1

CONNECTOR 8-9 PLAN

1/16" = 1'-0"2

BUILDING 2 PLAN

1/16" = 1'-0"4

BUILDING 4 PLAN

KEY PLAN

SCAFFOLD TYPES KEYNOTES

NUMBER DESCRIPTION

1 SINGLE DOOR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF DOOR OPENING ON EACH SIDE,

PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE

WITH A TOE BOARD ON ALL OPEN SIDES

2 SINGLE DOOR WITH STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, 10'-0" LONG, A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL

OPEN SIDES

3 DOUBLE DOOR WITH LANDING AND STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, PROJECTING THE ENTIRE LENGTH OF STAIR OR 10'-0" AWAY FROM BUILDING A

MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

4 DOUBLE DOOR WITH LANDING & TWO-WAY STAIRS - PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR LANDING ON EACH SIDE, PROTECT ENTIRE STAIR OR MIN 10'-0" AWAY FROM BUILDING

A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

5 SINGLE DOOR WITH RAMP: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF RAMP ON EACH SIDE, PROTECT ENTIRE RAMP OR MIN 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE

LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

6 DOUBLE DOOR WITH LANDING: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF LANDING ON EACH

SIDE, PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF

DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

7 CONTRACTOR TO PROVIDE TEMPORARY LIGHTING UNDER SCAFFOLDING. LIGHTS TO BE

MINIMUM 6'-0" ON-CENTER IN ALL DIRECTIONS. GC SHALL CONNECT TO NEAREST RECEPTACLE

AND/OR EXTERIOR LIGHT FIXTURE FOR TEMPORARY LIGHTING POWER.

FALLING OBJECT PROTECTION LEGEND

N

P N

N

P N

N

P N

N

P N

Revisions: Date: Page 4 of 42

2 2

FDC

FIRE DEPARTMENT

CONNECTION

FIRE DEPARTMENT

POST INDICATOR

VALVE

8 FEET HIGH CHAIN LINK

CONSTRUCTION FENCE 6 FEET

FROM BUILDING (TYP.)

SEE ROOFING LEGEND

EXISTING ROOF

TEMPORARY SCAFOLD

OVER RAMPS

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

BUILDING 6

BUILDING 5

BUILDING 7

CONNECTOR 6-7

C O

N N

E C

T O

R

-6

ROOFS NOT IN SCOPE

OF WORK

FDC

FIRE DEPARTMENT

CONNECTION

FIRE DEPARTMENT

POST INDICATOR

VALVE

SEE 3/GC103

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEM

P F

ENCE

TEMP FENCE

TEMP FENCE

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

BUILDING 7

BUILDING 8

CONNECTOR 7-8 CONNECTOR 7-6

6 LANDING

STAIR DOWN TO

GRADE

SEE 2/GC103

TEMP FENCE TEMP FENCE

TEMP FENCE TEMP FENCE

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

TEM

P F

ENCE

TEM

P FENCE

TEMP FENCE TEMP FENCE

TEMP FENCETEMP FENCE

BUILDING 8

CONNECTOR 7-8

CONNECTOR 8-9

BUILDING 9

4 FDC

FIRE DEPARTMENT

CONNECTION

FIRE DEPARTMENT

POST INDICATOR

VALVE

SCAFOLD OVER

STAIR AND RAMP

SEE 3/GC103

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

T E

M P

F E

N C

E

TEMP FENCE

TEMP FENCE

TEMP FENCE

T E

M P

F E

N C

E

T E

M P

F E

N C

E

BUILDING 9

TEMP FENCETEMP FENCE

BUILDING 8

BUILDING 2

C O

N N

E C

T

IO

N

-9

C O

N N

E C

T

IO

N

-9

57143

FDC

FIRE DEPARTMENT CONNECTION ACCESS LOCATION -

CONTRACTOR TO PROVIDE A GATE IN THE FENCE

SECURED WITH A CHAIN AND A PADLOCK. PROVIDE A

SIGN WITH 12" HIGH INITIALS FDC ATTACHED TO FENCE

@ 48" ABOVE GROUND. GC TO PROVIDE THE COR AND

CAMPUS SECURITY WITH THE COMBINATION OF THE

PADLOCK. DO NOT BLOCK EXISTING HYDRANTS, FDC'S,

OR ACCESS GATES.

TEMPORARY CONSTRUCTION FENCE (8 FEET HIGH) 6 FEET

FROM BUILDING MIN., ADJUST FENCE LOCATION FOR WORK

AREA.

DO NOT BLOCK ACCESS TO ANY HYDRANTS OR SPRINKLER

SIAMESE CONNECTIONS.

TEMP FENCE

SCAFFOLD WALL

OPEN END SECURE TEMPORARY CONSTRUCTION

FENCE TO SCAFFOLD WITH A CHAIN AND

PADLOCK - TYPICAL

BUILDING ACCESS LOCATION

EXISTING BUILDING

BUILDING ACCESS

TEMP FENCETEMP FENCE

TYPICAL SCAFFOLDING NOTES:

- CONTRACTOR SHALL COVER AND SECURE ANY

EXISTING WINDOW WITH 3/4" FIRE TREATED PLYWOOD

WITHIN 36" (VERTICALLY) OF THE SCAFFOLDING.

- CONTRACTOR TO PROVIDE TEMPORARY LIGHTING

UNDER SCAFFOLDING. LIGHTS TO BE MINIMUM 6'-0" ON-

CENTER IN ALL DIRECTIONS. GC SHALL CONNECT TO

NEAREST RECEPTACLE AND/OR EXTERIOR LIGHT

FIXTURE FOR TEMPORARY LIGHTING POWER.

- ROOF OF SCAFFOLDING TO BE 3/4" FIRE TREATED

PLYWOOD.

TYPICAL SCAFFOLDING NOTES

M

IN

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

C U s e rs

\b s tr a u b in g e r\

D o c u m e n ts

\2

-U S

D V

A -1 b s tr a u b in g e r.

rv t

/1

/2

:3

:3

A

M

GC103

FALLING OBJECT PROTECTION PLANS

9/17/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

2,4,6,7,8,9 & 57

561A4-17-108REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

100% WORKING DRAWINGS

1/16" = 1'-0"3

BUILDING 6 PLAN

1/16" = 1'-0"2

BUILDING 7 PLAN

1/16" = 1'-0"1

BUILDING 8 PLAN

1/16" = 1'-0"4

BUILDING 9 PLAN

KEY PLAN

SCAFFOLD TYPES KEYNOTES

NUMBER DESCRIPTION

1 SINGLE DOOR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF DOOR OPENING ON EACH SIDE,

PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE

WITH A TOE BOARD ON ALL OPEN SIDES

2 SINGLE DOOR WITH STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, 10'-0" LONG, A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL

OPEN SIDES

3 DOUBLE DOOR WITH LANDING AND STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, PROJECTING THE ENTIRE LENGTH OF STAIR OR 10'-0" AWAY FROM BUILDING A

MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

4 DOUBLE DOOR WITH LANDING & TWO-WAY STAIRS - PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR LANDING ON EACH SIDE, PROTECT ENTIRE STAIR OR MIN 10'-0" AWAY FROM BUILDING

A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

5 SINGLE DOOR WITH RAMP: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF RAMP ON EACH SIDE, PROTECT ENTIRE RAMP OR MIN 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE

LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

6 DOUBLE DOOR WITH LANDING: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF LANDING ON EACH

SIDE, PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF

DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

7 CONTRACTOR TO PROVIDE TEMPORARY LIGHTING UNDER SCAFFOLDING. LIGHTS TO BE

MINIMUM 6'-0" ON-CENTER IN ALL DIRECTIONS. GC SHALL CONNECT TO NEAREST RECEPTACLE

AND/OR EXTERIOR LIGHT FIXTURE FOR TEMPORARY LIGHTING POWER.

FALLING OBJECT PROTECTION LEGEND

N

P N

N

P N

N

P N

N

Revisions: Date: Page 5 of 42

TEMP FENCE

TEM

P FENCE

T E

M P

F E

N C

E T

E M

P F

E N

C E

T E

M P

F E

N C

E

CONNECTOR 57-54

C O

N N

E C

T O

R

7-

BUILDING 54

CONNECTOR TO BUILDING 55

NOT IN SCOPE OF WORK

BUILDING 57

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

TEMP FENCE

CONNECTOR 57-143

CONNECTOR 57-143

CONNECTOR 57-143

BUILDING 143

BUILDING 57

THIS ROOF IS

NOT IN SCOPE OF

WORK

N

CONNECTOR 57-54

CONNECTOR 57-143

57143

FDC

FIRE DEPARTMENT CONNECTION ACCESS LOCATION -

CONTRACTOR TO PROVIDE A GATE IN THE FENCE

SECURED WITH A CHAIN AND A PADLOCK. PROVIDE A

SIGN WITH 12" HIGH INITIALS FDC ATTACHED TO FENCE

@ 48" ABOVE GROUND. GC TO PROVIDE THE COR AND

CAMPUS SECURITY WITH THE COMBINATION OF THE

PADLOCK. DO NOT BLOCK EXISTING HYDRANTS, FDC'S,

OR ACCESS GATES.

TEMPORARY CONSTRUCTION FENCE (8 FEET HIGH) 6 FEET

FROM BUILDING MIN., ADJUST FENCE LOCATION FOR WORK

AREA.

DO NOT BLOCK ACCESS TO ANY HYDRANTS OR SPRINKLER

SIAMESE CONNECTIONS.

TEMP FENCE

SCAFFOLD WALL

OPEN END SECURE TEMPORARY CONSTRUCTION

FENCE TO SCAFFOLD WITH A CHAIN AND

PADLOCK - TYPICAL

BUILDING ACCESS LOCATION

EXISTING BUILDING

BUILDING ACCESS

TEMP FENCETEMP FENCE

TYPICAL SCAFFOLDING NOTES:

- CONTRACTOR SHALL COVER AND SECURE ANY

EXISTING WINDOW WITH 3/4" FIRE TREATED PLYWOOD

WITHIN 36" (VERTICALLY) OF THE SCAFFOLDING.

- CONTRACTOR TO PROVIDE TEMPORARY LIGHTING

UNDER SCAFFOLDING. LIGHTS TO BE MINIMUM 6'-0" ON-

CENTER IN ALL DIRECTIONS. GC SHALL CONNECT TO

NEAREST RECEPTACLE AND/OR EXTERIOR LIGHT

FIXTURE FOR TEMPORARY LIGHTING POWER.

- ROOF OF SCAFFOLDING TO BE 3/4" FIRE TREATED

PLYWOOD.

TYPICAL SCAFFOLDING NOTES

M

IN

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

C U s e rs

\b s tr a u b in g e r\

D o c u m e n ts

\2

-U S

D V

A -1 b s tr a u b in g e r.

rv t

/1

/2

:3

:3

A

M

GC104

FALLING OBJECT PROTECTION PLANS

9/17/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

2,4,6,7,8,9 & 57

561A4-17-108REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

100% WORKING DRAWINGS

1/16" = 1'-0"2

CONNECTOR 57-54

1/16" = 1'-0"1

CONNECTOR 57-143 PLAN

SCAFFOLD TYPES KEYNOTES

NUMBER DESCRIPTION

1 SINGLE DOOR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF DOOR OPENING ON EACH SIDE,

PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE

WITH A TOE BOARD ON ALL OPEN SIDES

2 SINGLE DOOR WITH STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, 10'-0" LONG, A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL

OPEN SIDES

3 DOUBLE DOOR WITH LANDING AND STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, PROJECTING THE ENTIRE LENGTH OF STAIR OR 10'-0" AWAY FROM BUILDING A

MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

4 DOUBLE DOOR WITH LANDING & TWO-WAY STAIRS - PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR LANDING ON EACH SIDE, PROTECT ENTIRE STAIR OR MIN 10'-0" AWAY FROM BUILDING

A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

5 SINGLE DOOR WITH RAMP: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF RAMP ON EACH SIDE, PROTECT ENTIRE RAMP OR MIN 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE

LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

6 DOUBLE DOOR WITH LANDING: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF LANDING ON EACH

SIDE, PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF

DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

7 CONTRACTOR TO PROVIDE TEMPORARY LIGHTING UNDER SCAFFOLDING. LIGHTS TO BE

MINIMUM 6'-0" ON-CENTER IN ALL DIRECTIONS. GC SHALL CONNECT TO NEAREST RECEPTACLE

AND/OR EXTERIOR LIGHT FIXTURE FOR TEMPORARY LIGHTING POWER.

KEY PLAN

FALLING OBJECT PROTECTION LEGEND

N

P N

N

Revisions: Date: Page 6 of 42

C L

R

TOP RAIL

3/4" PLYWOOD ON SUPPORTS @ 24" O.C.

SCAFFOLD SECTIONS

2x4 TOE BOARD FASTENED TO

PLYWOOD, (TYP. ALL OPEN SIDES)

GRADE

TOP RAIL

3/4" PLYWOOD ON SUPPORTS @ 24" O.C.

CROSS BRACING

1' - 0" (TYP.)

GRADE

2x4 TOE BOARD FASTENED TO

PLYWOOD, (TYP. ALL OPEN SIDES)

SCAFFOLD WALL,

SEE TYPE 1 SIDE

ELEVATION

TOP RAIL

3/4" PLYWOOD

SCAFFOLD WALL

BUILDING WALL

CROSS BRACING

2x4 TOE BOARD FASTENED TO

PLYWOOD, (TYP. ALL OPEN SIDES)

C L

R

GRADE

TOP RAIL

3/4" PLYWOOD ON SUPPORTS @ 24" O.C.

SCAFFOLD SECTIONS

2x4 TOE BOARD FASTENED TO

PLYWOOD, (TYP. ALL OPEN SIDES)

TOP RAIL

3/4" PLYWOOD ON SUPPORTS @ 24" O.C.

2x4 TOE BOARD FASTENED TO

PLYWOOD, (TYP. ALL OPEN SIDES)

CROSS BRACING, PROVIDE AT

EACH END OF SCAFFOLDING

C L

E A

R F

O R

D O

O R

S W

IN

G

1' - 0" (TYP.)

BOTTOM RAIL

GRADE

SCAFFOLD WALL,

SEE TYPE 3 SIDE

ELEVATION

TOP RAIL

3/4" PLYWOOD ON SUPPORTS @ 24" O.C.

2x4 TOE BOARD FASTENED TO

PLYWOOD, (TYP. ALL OPEN SIDES)

SCAFFOLD WALL,

SEE TYPE 1 SIDE

ELEVATION

SCAFFOLD WALL,

SEE TYPE 1 SIDE

ELEVATION

C L

E A

R F

O R

D O

O R

S W

IN

G

GRADE

END WALL OF STAIR

EXISTING STAIR

OPEN FOR

EGRESS

OPEN FOR

EGRESS

C L

R

GRADE

TOP RAIL

3/4" PLYWOOD ON SUPPORTS @ 24" O.C.

SCAFFOLD SECTIONS

2x4 TOE BOARD FASTENED TO

PLYWOOD, (TYP. ALL OPEN SIDES)

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

C U s e rs

\b s tr a u b in g e r\

D o c u m e n ts

\2

-U S

D V

A -1 b s tr a u b in g e r.

rv t

/1

/2

:3

:3

A

M

GC105

FALLING OBJECT PROTECTION SCAFFOLD -

ELEVATIONS

9/17/2021 JLH ACELA

Veterans Health Administration New Jersey Health Care System

2,4,6,7,8,9 & 57

561A4-17-108REPLACEMENT OF ROOFS -

BUILDINGS 2, 4, 6, 7, 8, 9 AND 57

100% WORKING DRAWINGS

1/4" = 1'-0"1

TYPE 1 SIDE ELEVATION

1/4" = 1'-0"2

TYPE 1 FRONT ELEVATION

1/4" = 1'-0"3

TYPE 2 FRONT ELEVATION

1/4" = 1'-0"5

TYPE 3 SIDE ELEVATION

1/4" = 1'-0"6

TYPE 3 FRONT ELEVATION

1/4" = 1'-0"7

TYPE 4 FRONT ELEVATION

SCAFFOLD TYPES KEYNOTES

NUMBER DESCRIPTION

1 SINGLE DOOR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF DOOR OPENING ON EACH SIDE,

PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE

WITH A TOE BOARD ON ALL OPEN SIDES

2 SINGLE DOOR WITH STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, 10'-0" LONG, A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL

OPEN SIDES

3 DOUBLE DOOR WITH LANDING AND STAIR: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR ON EACH SIDE, PROJECTING THE ENTIRE LENGTH OF STAIR OR 10'-0" AWAY FROM BUILDING A

MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

4 DOUBLE DOOR WITH LANDING & TWO-WAY STAIRS - PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF STAIR LANDING ON EACH SIDE, PROTECT ENTIRE STAIR OR MIN 10'-0" AWAY FROM BUILDING

A MIN OF 10 FEET ABOVE THE LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

5 SINGLE DOOR WITH RAMP: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF RAMP ON EACH SIDE, PROTECT ENTIRE RAMP OR MIN 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE

LEVEL OF DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

6 DOUBLE DOOR WITH LANDING: PROVIDE SCAFFOLDING 1'-0" FROM EDGE OF LANDING ON EACH

SIDE, PROJECTING 10'-0" AWAY FROM BUILDING A MIN OF 10 FEET ABOVE THE LEVEL OF

DISCHARGE WITH A TOE BOARD ON ALL OPEN SIDES

7 CONTRACTOR TO PROVIDE TEMPORARY LIGHTING UNDER SCAFFOLDING. LIGHTS TO BE

MINIMUM 6'-0" ON-CENTER IN ALL DIRECTIONS. GC SHALL CONNECT TO NEAREST RECEPTACLE

AND/OR EXTERIOR LIGHT FIXTURE FOR TEMPORARY LIGHTING POWER.

1/4" = 1'-0"4

TYPE 2 SIDE ELEVATION

Revisions: Date: Page 7 of 42