26_0327-4.GI110-Add2 B4Elev 523A5-18-371.pdf

DN

UP

DN

EXISTING EXTERIOR

COURTYARD

EXISTING

PARKING

EXISTING

PARKING

EXISTING

WARD B

EXISTING

WARD CEXISTING

WARD A

STANDISH RD

PLYMOUTH AVE

CONSTRUCTION VEHICLE ACCESS FOR PENTHOUSE EQUIPMENT

BASEMENT FLOOR

CONSTRUCTION

ACCESS ENTRY

4.GI110

PENTHOUSE

FLOOR ACCESS

EXISTING

BLDG #20

APPROX. LOCATION

OF EXIST. SIGN

4.AS804

R 50

0"

WALKWAY

40' - 0"

STABALIZE CONSTRUCTION

ACCESS AREA

SA3

SA4

SA1

SA2

SA2TEMPORARY

RAMP

AT END OF CONSTRUCTION CONTRACTOR

SHALL RESTORE SITE TO INITIAL CONDITION

PRIOR TO CONSTRUCTION

ALL CRANE ACTIVITY MUST BE PERFORMED WHEN THERE ARE NO

PEOPLE BELOW THE LIFTING. THIS MAY REQUIRE OFF-HOUR CRANE

LIFTING. THIS MAY REQUIRE PROVIDING TEMPORARY PROTECTION OF

THE ROOF TO ENSURE A LIFT DOES NOT PENETRATE ROOF

13 23

15 17 19 21

14 22

K

E

H

G

15b 16 2016b 17b 18 19b 20b 21b

I

F

ELEVATOR MACHINE

PLATFORM

STAIR

ST1A301

ELEVATOR

MACHINE

ROOM

PHA03

EXISTING WARD B EXISTING WARD C

ALCOVE

A119

VAC PUMP

ROOM

PHC04

LOCATION OF EXISTING

PIPING/CONDUIT

EXISTING

EXHAUST FAN

EXISTING MEDIUM

PRESSURE STEAM &

CONDENSATE LINE

OVERHEAD

LOCATION OF

EXISTING MECH.

EQUIPMENT

LOCATION OF EXISTING

ROOF MECH. EQUIPMENT

PROVIDE PROTECTIVE COVER

OVER ROOF FOR ACCESS PATH

TO ELEVATOR MECH. ROOM,

RAMP OVER EXIST.

PIPING/CONDUIT, TYP.

ROOF PENTHOUSE ACCESS

ASSEMBLY AREA

FOR PHASE 2 & 3

PENTHOUSE

EQUIPMENT

PROVIDE TEMP. VENTILATION

FOR SHAFT AS REQ. TO OBTAIN

NEGATIVE PRESSURE

LOCATION OF NEW SPLIT

DUCTLESS CONDENSOR,

SEE MECHANICAL DRAWINGS

LOCATION OF EXISTING

ROOF MECH. EQUIPMENT

ISOLATE AND PROTECT EXISTING

EQUIPMENT IN THIS SPACE FROM DAMAGE

DURING TRANSFER OF EQUIPMENT

ELEVATOR

MACHINE

PLATFORM

PHA04

SA5

SA5

SA5

SA5

PROVIDE 18"x18"x2"

SPLASH BLOCK UNDER

NEW CONDENSATE DRAIN

PROVIDE 3/4" EXTERIOR

GRADE PLYWOOD SHEATHING

OVER MIN. 2" EPS OR SIMILAR

INSULATION OVER EXIST.

ROOF

BUILD UP INSULATION TO RAMP

OVER CONDUITS, PARRAPETS,

AND OTHER ROOF TOP

CONDITIONS AS REQ.

2"-3" COARSE AGGREGATE

MIN. 6" THICK

EX

IS

TI

NG

P

AR

KI

NG

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT

TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY

REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED

TO TRAP SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO

PUBLIC RIGHT-OF-WAY.

3. WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH

CRUSHED STONE WHICH DRAINS TO AN APPROVED SEDIMENT TRAP OR

SEDIMENT BASIN.

4. RESTORE & REPAIR TO CONDITION PRIOR TO CONSTRUCTION ALL DAMAGED &

MODIFIED SITE ELEMENTS INCLUDING BUT NOT LIMITED TO ROADWAY, PAVING,

STRIPING, CURBS, TREES, SHRUBS, PLANTINGS & GRASSES, SIGNAGE & EDGING.

SITE AND ACCESS KEYNOTES:

EXISTING PARKING SPACES TO BE BLOCKED DURING ROOFTOP EQUIPMENT LOADING / UNLOADING ONLY, PARKING TO REMAIN OTHERWISE. 14-CALENDAR DAY WRITTEN NOTICE TO VA IS REQUIRED TO TAKE OVER PARKING SPACES FOR CRANE ACCESS FOR LOADING/UNLOADING EQUIPMENT.

PROTECT EXISTING STRUCTURES, SITE ELEMENTS, AND TREES FROM DAMAGE. WRAP EXISTING TREES WITH TWO LAYERS OF BURLAP AND WITH TWO LAYERS OF STANDARD SNOW

FENCE, WIRE TO FASTEN SECURELY.

PROVIDE TEMPORARY PREFABRICATED METAL RAMP (WOOD RAMP SYSTEM SHALL BE PROHIBITED) AT BUILDING #20 TO ACCOMODATE FOOD TRANSFER TO BUILDING #4. BASIS OF

DESIGN PRODUCT: AMRAMP, PRO SERIES COMMERCIAL RAMP.

CONTRACTOR TO USE LOADING DOCK FOR EQUIPMENT AND SUPPLY DELIVERIES. CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERIES WITH VA AND HAVE LIMIT TIME

AVAILABLE.

SAFETY RAILING SYSTEM: SAFETY RAILING SYSTEM SHALL BE NEW AND REMAIN IN PLACE UNTIL AFTER PROJECT IS COMPLETED. SAFETY RAILING SYSTEM SHALL BE INSTALLED PRIOR TO CONTRACTOR ACCESSING ANY PORTION OF WORK INCLUDING BUT NOT LIMITED TO REPLACEMENT OF ROOF ACCESS DOOR. BASIS OF DESIGN PRODUCT: GARLOCK

RAILGAURD 200 NON-PENETRATING SAFETY GUARDRAIL SYSTEM.

SA1

SA2

SA3

SA4

SA5

SITE AND ACCESS GENERAL NOTES:

1. COORDINATE AND IMPLIMENT ALL SAFETY PROTOCOLS IDENTIFIED BY VA TO ENSURE SAFETY OF WORKERS, STAFF, AND RESIDENTS.

2. STAGING DRAWINGS FOR REFERENCE ONLY. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR STAGING, DELIVERY, REMOVAL OF EXISTING SALVAGE AND PATCHING AND REPAIRING DAMAGED AND DISTURBED CONDITIONS. PROVIDE COR WITH DETAILED STAGING AND SEQUENCE PLAN. MINIMIZE ON-SITE DISTURBANCE AND EXTERIOR HOSPITAL

INTERRUPTION.

3. CONTRACTOR SHALL VERIFY IN FIELD AND COORDINATE ALL ASPECTS OF STAGING.

4. DELIVERIES AND STAGING SHALL BE JIT (JUST IN TIME). EQUIPMENT DELIVERY AND CONTRACTOR CIRCULATION ROUTES ARE TENTATIVE AND SUBJECT TO OTHER CONCURRENT PROJECTS AT THE TIME WORK COMMENCES. CONTRACTOR MUST COORDINATE WITH VA TO ACCOMPLISH PROJECT GIVEN CONDITIONS AT HAND.

5. EXISTING TPO ROOF WARRANTY: THE CONTRACTOR SHALL ARRANGE WITH ELEVATE, (AMRIZE BUILDING ENVELOPE LLC) 800-428-4442, REFERENCE RED SHIELD WARRANTY #700487331 AND PROJECT #4744731, AND SHALL CARRY ALL RELATED COSTS FOR THE MANUFACTURER'S TECHNICAL INSPECTOR/REPRESENTATIVE BE ON-SITE TO VERIFY THAT TEMPORARY PROTECTION IS ADEQUATE, AND THAT THE EXISTING ROOF SYSTEM WAS NOT DAMAGED DURING DELIVERY AND REMOVAL OF NEW EQUIPMENT IN ORDER TO CONTINUE COVERAGE OF

THE MANUFACTURER'S ROOF SYSTEM WARRANTY FOR THE DURATION OF THE WARRANTY TERMS.

6. DO NOT OVERLOAD EXISTING STRUCTURE - PROVIDE TEMPORARY SUPPORT OF ELEVATOR EQUIPMENT SO LOADING ON EXISTING SLAB DOES NOT EXCEED 100 PSF. COORDINATE

EQUIPMENT PATH AS REQUIRED.

7. EXISTING TO BE SALVAGED MAY BE TEMPORARILY STORED IN PENTHOUSE PENDING COMPLETION OF NEW INSTALL.

8. LOCATION, SWING, AND CAPACITY OF BOOM CRANE OR SIMILAR BY GC.

9. CONTRACTOR SHALL NOT USE ROOF AS STORAGE FOR EQUIPMENT OR SUPPLIES.

10. CONTRACTOR LAYDOWN AREA ALLOWED BUT MAY BE LOCATED OUTSIDE OF CONSTRUCTION SITE. CONTRACTOR SHALL MAKE REQUEST FOR LAYDOWN AREA TO COR WITH NO LESS

THAN 21 DAY NOTICE.

11. PROJECT IS CARRY-IN, CARRY-OUT.

12. CONTRACTOR SHALL COORDINATE CRANE LIFT WITH COR AND PROVIDE MINIMUM 21-DAY NOTICE. CRANE OPERATIONS MAY BE REQUIRED OFF-HOURS TO MINIMIZE DISRUPTIONS TO

HOSPITAL OPERATIONS.

EXIST. TREE: WRAP WITH TWO LAYERS OF

BURLAP AND WITH TWO LAYERS OF STANDARD

SNOW FENCE, WIRE TO FASTEN SECURELY.

TREE PROTECTION

FENCE: USE STANDARD

CHAIN LINK FENSE, 6'HT.

METAL POST TO SUPPORT FENCE,

(6 REQUIRED), DRIVEN INTO THE

GROUND 2'-0" MINIMUM., EQUAL

SPACING AROUND TREE.

8'- 0"

M

IN

9'-4" MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

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

PhaseARCHITECT STAMPCONSULTANTS

321 4 5 6 7 8 9 10

523A5-18-371

VAMC BROCKTON

940 BELMONT STREET

BROCKTON, MA 02301

BUILDING 4 ELEVATOR

REPLACEMENT

872 Massachusetts Avenue, Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

William Pevear Architects, Inc.

63 Pleasant Street

T: 617.926.9300

RSE Associates, Inc.

STRUCTURAL:

101 Summer Street

T: 617.574.5099

Van Deusen & Associates

ELEVATOR CONSULTANT:

142 Hanlon Road

T: 508.397.5417

Hastings Consulting, Inc.

CODE CONSULTANT:

Watertown, MA 02472Boston, MA 02210 Holliston, MA 01746

Drawing Scale

08/16/2019

63 Franklin Street

T: 617.542.0810

Architectural Engineers, Inc.

MECH / ELEC / PLUMBING:

Boston, MA 02110

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As indicated

4.GI110

Construction Access for Penthouse Equipment

1" = 40'-0"1 Site Plan - Construction Vehicle Access

N

1/8" = 1'-0"2 Penthouse Equipment Plan

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

31 DETAIL - TEMPORARY ROOF PROTECTION

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

32 DETAIL PLAN - CONSTRUCTION ACCESS AREA

NOT TO SCALE

33 DETAIL PLAN - TREE PROTECTION

Revisions: Date:

Addendum #2 03/27/2026