631-21-011 Bid Drawings_Part1.pdf

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Numbers

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP

PROJECT LOCATION MAP

1, 2, 3, 5, 8, 11, 12 & 25

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G-001

COVER

1 6OKM

MODERNIZE, REPLACE OR

INSTALL ELEVATORS IN 8

BUILDINGS

VA CENTRAL WESTERN MA

HEALTHCARE SYSTEM - LEEDS

421 NORTH MAIN STREET

LEEDS, MA 01053 JUNE 27, 2023

BID DOCUMENTS

631-21-01121-169

MODERNIZE, REPLACE OR INSTALL ELEVATORS

IN 8 BUILDINGS

VA PROJECT #: 631-21-011

JAB

DRAWING LIST

No. Description Dwg of Dwg

3 - BUILDING 1 - LIBERTY

L-G-001 LIBERTY (BUILDING 1) EAST ELEVATOR ICRA FLOOR PLANS 1 4

L-G-002 LIBERTY (BUILDING 1) EXISTING PHOTOS 2 4

L-A-100 LIBERTY (BUILDING 1) ELEVATOR FLOOR PLANS & DETAILS 3 4

L-A-400 LIBERTY (BUILDING 1) ELEVATOR BUILDING SECTIONS & INTERIOR CAB ELEVATIONS 4 4

L-PF101 LIBERTY (BUILDING 1) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

L-M-101 LIBERTY (BUILDING 1) MECHANICAL PLAN 1 1

L-E-101 LIBERTY (BUILDING 1) FLOOR ELECTRICAL PLANS 1 1

L-FA101 LIBERTY (BUILDING 1) FLOOR FIRE ALARM PLANS 1 1

4 - BUILDING 2 - MEADOW

W-G-001 MEADOW (BUILDING 2) ICRA FLOOR PLAN 1 4

W-G-002 MEADOW (BUILDING 2) EXISTING PHOTOS 2 4

W-A-100 MEADOW (BUILDING 2) ELEVATOR FLOOR PLANS & DETAILS 3 4

W-A-400 MEADOW (BUILDING 2) ELEVATOR BUILDING SECTION & INTERIOR CAB ELEVATIONS 4 4

W-PF101 MEADOW (BUILDING 2) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

W-M-101 MEADOW (BUILDING 2) MECHANICAL PLAN 1 1

W-E-101 MEADOW (BUILDING 2) FLOOR ELECTRICAL PLANS 1 1

W-FA101 MEADOW (BUILDING 2) FIRE ALARM PLANS 1 1

5 - BUILDING 3 - MAPLE

A-G-001 MAPLE (BUILDING 3) ICRA FLOOR PLAN 1 4

A-G-002 MAPLE (BUILDING 3) EXISTING PHOTOS 2 4

A-A-100 MAPLE (BUILDING 3) ELEVATOR FLOOR PLANS & DETAILS 3 4

A-A-400 MAPLE (BUILDING 3) ELEVATOR BUILDING SECTION & INTERIOR CAB ELEVATIONS 4 4

A-PF101 MAPLE (BUILDING 3) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

A-M-101 MAPLE (BUILDING 3) MECHANICAL PLAN 1 1

A-E-101 MAPLE (BUILDING 3) FLOOR ELECTRICAL PLANS 1 1

A-FA101 MAPLE (BUILDING 3) FLOOR FIRE ALARM PLAN 1 1

6 - BUILDING 5 - PINE

P-G-001 PINE (BUILDING 5) ICRA FLOOR PLAN 1 5

P-G-002 PINE (BUILDING 5) EXISTING PHOTOS 2 5

P-A-100 PINE (BUILDING 5) ELEVATOR FLOOR PLANS & DETAILS 3 5

P-A-101 PINE (BUILDING 5) EQUIP. RM. INTERIOR ELEVATIONS AND DETAILS 4 5

P-A-400 PINE (BUILDING 5) ELEVATOR BUILDING SECTION & INTERIOR CAB ELEVATIONS 5 5

P-PF101 PINE (BUILDING 5) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

P-M-101 PINE (BUILDING 5) MECHANICAL PLAN 1 1

P-E-101 PINE (BUILDING 5) FLOOR ELECTRICAL PLANS 1 1

P-FA101 PINE (BUILDING 5) FLOOR FIRE ALARM PLANS 1 1

7 - BUILDING 8 - RIVER

R-G-001 RIVER (BUILDING 8) ICRA FLOOR PLAN 1 4

R-G-002 RIVER (BUILDING 8) EXISTING PHOTOS 2 4

R-A-100 RIVER (BUILDING 8) ELEVATOR FLOOR PLANS & DETAILS 3 4

R-A-400 RIVER (BUILDING 8) ELEVATOR BUILDING SECTION & INTERIOR CAB ELEVATIONS 4 4

R-PF101 RIVER (BUILDING 8) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

R-M-101 RIVER (BUILDING 8) MECHANICAL PLAN 1 1

R-E-101 RIVER (BUILDING 8) FLOOR ELECTRICAL PLANS 1 1

R-FA101 RIVER (BUILDING 8) FLOOR FIRE ALARM PLANS 1 1

8 - BUILDING 12 - BIRCH

B-G-001 BIRCH (BUILDING 12) ICRA FLOOR PLAN 1 4

B-G-002 BIRCH (BUILDING 12) EXISTING PHOTOS 2 4

B-A-100 BIRCH (BUILDING 12) ELEVATOR FLOOR PLANS & DETAILS 3 4

B-A-400 BIRCH (BUILDING 12) ELEVATOR BUILDING SECTION & INTERIOR CAB ELEVATIONS 4 4

B-PF101 BIRCH (BUILDING 12) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

B-M-101 BIRCH (BUILDING 12) MECHANICAL PLAN 1 1

B-E-101 BIRCH (BUILDING 12) FLOOR ELECTRICAL PLANS 1 1

B-FA101 BIRCH (BUILDING 12) FLOOR FIRE ALARM PLANS 1 1

DRAWING LIST

No. Description Dwg of Dwg

0 - GENERAL

G-001 COVER 1 6

G-002 CAMPUS BUILDING LOCATION PLAN 2 6

G-003 INFECTION CONTROL RISK ASSESSMENT (ICRA) DETAILS 3 6

G-004 ICRA PARTITION TYPES AND ICRA DOOR SCHEDULE 4 6

G-005 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 5 6

G-006 TYPICAL PASSENGER ELEVATOR BUILDING SECTIONS, INTERIOR CAB ELEVATIONS & DETAILS 6 6

S-001 STUCTURAL GENERAL NOTES, LOAD DIAGRAMS, AND SCHEDULES 1 1

I-001 PRODUCT SCHEDULES, SYMBOLS AND ABBREVIATIONS 1 1

PF001 PLUMBING AND FIRE SUPPRESSION GENERAL INFORMATION 1 2

PF501 PLUMBING AND FIRE SUPPRESSION DETAILS 2 2

M-001 MECHANICAL GENERAL INFORMATION 1 3

M-501 MECHANICAL DETAILS 2 3

M-601 MECHANICAL CONTROLS AND SCHEDULES 3 3

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 6

E-002 TECHNOLOGY GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 2 6

E-301 ELECTRICAL ELEVATIONS 3 6

E-501 TECHNOLOGY DETAILS 4 6

E-502 ELECTRICAL DETAILS 5 6

E-503 ELECTRICAL DETAILS 6 6

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 1

1 - BUILDING 25 - EAGLE

E-CI001 NOTES, ABBREVIATIONS, & SYMBOLS 1 9

E-XP101 EAGLE (BUILDING 25) EXISTING CONDITIONS 2 9

E-CD101 EAGLE (BUILDING 25) SITE DEMOLITION PLAN 3 9

E-CS101 EAGLE (BUILDING 25) SITE IMPROVEMENT PLAN 4 9

E-CU101 EAGLE (BUILDING 25) UTILITY PLAN 5 9

E-CG101 EAGLE (BUILDING 25) GRADING PLAN 6 9

E-GC101 EAGLE (BUILDING 25) EROSION & SEDIMENT CONTROL PLAN 7 9

E-GC501 EAGLE (BUILDING 25) EROSION & SEDIMENT CONTROL NOTES & DETAILS 8 9

E-CI501 EAGLE (BUILDING 25) SITE DETAILS 9 9

E-S-100 EAGLE (BUILDING 25) ELEVATOR NEW WORK STRUCTURAL FOUNDATION AND FRAMING PLANS 1 4 E-S-101 EAGLE (BUILDING 25) ELEVATOR NEW WORK STRUCTURAL SLAB PLANS, SECTIONS, AND DETAILS 2 4 E-S-102 EAGLE (BUILDING 25) ELEVATOR NEW WORK STRUCTURAL SECTIONS AND DETAILS 3 4

E-S-103 EAGLE (BUILDING 25) ELEVATOR NEW WORK STRUCTURAL DETAILS 4 4

E-G-001 EAGLE (BUILDING 25) ICRA PLANS & DETAILS 1 13

E-G-002 EAGLE (BUILDING 25) LIFE SAFETY PLANS 2 13

E-D-100 EAGLE (BUILDING 25) DEMOLITION PLANS 3 13

E-D-200 EAGLE (BUILDING 25) EXTERIOR ELEVATIONS - DEMOLITION 4 13

E-A-100 EAGLE (BUILDING 25) NEW WORK PLANS 5 13

E-A-101 EAGLE (BUILDING 25) NEW REFLECTED CEILING PLANS 6 13

E-A-102 EAGLE (BUILDING 25) NEW ROOF PLAN & DETAILS 7 13

E-A-200 EAGLE (BUILDING 25) EXTERIOR ELEVATIONS 8 13

E-A-300 EAGLE (BUILDING 25) ELEVATOR BUILDING SECTION & WALL SECTIONS 9 13

E-A-301 EAGLE (BUILDING 25) WALL SECTIONS AND DETAILS 10 13

E-A-302 EAGLE (BUILDING 25) ENLARGED STAIR PLANS, SECTION, AND DETAILS 11 13

E-A-303 EAGLE (BUILDING 25) ENLARGED ELEVATOR SHAFT PLANS, SECTIONS AND DETAILS 12 13

E-A-400 EAGLE (BUILDING 25) ELEVATOR INTERIOR CAB ELEVATIONS 13 13

E-PF101 EAGLE (BUILDING 25) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

E-M-101 EAGLE (BUILDING 25) MECHANICAL PLAN 1 1

E-ED101 EAGLE (BUILDING 25) ELECTRICAL DEMOLITION PLANS 1 3

E-EL101 EAGLE (BUILDING 25) LIGHTING PLANS 2 3

E-EP101 EAGLE (BUILDING 25) POWER PLANS 3 3

E-FA101 EAGLE (BUILDING 25) FIRE ALARM PLANS 1 1

2 - BUILDING 11 - MOUNTAIN

M-S-100 MOUNTAIN (BUILDING 11) ELEVATOR NEW WORK STRUCTURAL PLANS AND DETAILS 1 2 M-S-101 MOUNTAIN (BUILDING 11) ELEVATOR NEW WORK STRUCTURAL SECTIONS AND DETAILS 2 2

M-G-001 MOUNTAIN (BUILDING 11) ICRA PLANS 1 11

M-G-002 MOUNTAIN (BUILDING 11) ICRA INFORMATION AND DETAILS 2 11

M-G-003 MOUNTAIN (BUILDING 11) LIFE SAFETY PLANS 3 11

M-D-100 MOUNTAIN (BUILDING 11) DEMOLITION PLANS 4 11

M-D-101 MOUNTAIN (BUILDING 11) DEMOLITION REFLECTED CEILING PLANS 5 11

M-A-100 MOUNTAIN (BUILDING 11) ELEVATOR NEW WORK FLOOR PLANS 6 11

M-A-101 MOUNTAIN (BUILDING 11) ELEVATOR NEW WORK REFLECTED CEILING PLANS 7 11

M-A-300 MOUNTAIN (BUILDING 11) ENLARGE ELEVATOR SHAFT PLAN, SECTIONS AND DETAILS 8 11

M-A-400 MOUNTAIN (BUILDING 11) ELEVATOR INTERIOR CAB ELEVATIONS 9 11

M-A-500 MOUNTAIN (BUILDING 11) PARTITION TYPES 10 11

M-A-600 MOUNTAIN (BUILDING 11) DOOR SCHEDULES & DETAILS 11 11

M-PF101 MOUNTAIN (BUILDING 11) PLUMBING AND FIRE SUPPRESSION PLAN 1 1

M-M-101 MOUNTAIN (BUILDING 11) MECHANICAL PLAN 1 1

M-ED101 MOUNTAIN (BUILDING 11) ELECTRICAL DEMOLITION PLANS 1 3

M-EL101 MOUNTAIN (BUILDING 11) ELECTRICAL LIGHTING PLANS 2 3

M-EP101 MOUNTAIN (BUILDING 11) POWER PLANS 3 3

M-FA101 MOUNTAIN (BUILDING 11) FIRE ALARM PLANS 1 1

NEW ELEVATORS

• Mountain (Building 11) – New elevator will be located inside the building

• Eagle (Building 25) – New elevator will be located on the outside of the building.

ELEVATOR MODERNIZATION

• Liberty Building (Building 1) – P1 East Elevator

• MeadoW (Building 2) – P2

• MAple (Building 3) – P3

• Pine (Building 5) – P5

• River (Building 8) – No Description

• Birch (Building 12) – P4

VA LOCATION

Building Name Reference Letter Call Out (mAple, Pine, Liberty, etc.)

Sheet No. Example AM 001

Sheet Number

Discipline Call Out (General, Arch, Plumbing, Electrical, etc.)

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

VA CENTRAL WESTERN MASSACHUSETTS HEALTHCARE SYSTEM

LEEDS CAMPUS

421 NORTH MAIN STREET

LEEDS, MA 01053

PROJECT DESCRIPTION

SHEET NUMBER DESCRIPTION

ARCHITECT:

• Apogee Consulting Group, P.A.

ARCHITECTURAL HISTORIAN:

• Richard Grubb & Associates, Inc.

CIVIL:

• Integrity Federal Services

STRUCTURAL:

• Huntley Associates, P.C.

MECHANICAL, ELECTRICAL & PLUMBING:

• Apogee Consulting Group, P.A.

ELEVATOR CONSULTANT:

• Michael Blades & Associates, Ltd.

CERTIFIED INDUSTRIAL HYGIENIST:

• Terracon

PROJECT CONSULTANTS

DocuSign Envelope ID: 541ADAB3-2504-4B07-BAA0-A19CCA635BA3DocuSign Envelope ID: 0BD21592-D44E-41FC-B80E-1777F376AEFD

6/29/2023

BIRCH - BUILDING 12

ELEVATOR - P4

PINE - BUILDING 5

ELEVATOR - P5

MAIN VA VISITOR PARKING LOT

MAPLE - BUILDING 3

ELEVATOR - P3

MOUNTAIN - BUILDING 11

NEW INTERIOR ELEVATOR

P11

LIBERTY - BUILDING 1-EAST

ELEVATOR - P1

EAGLE - BUILDING 25

NEW EXTERIOR ELEVATOR

P25

MEADOW - BUILDING 2

ELEVATOR - P2

RIVER - BUILDING 8

ELEVATOR - P1

VA ENTRY OR

EXIT, 2 LANES

VA ENTRY OR

EXIT, 2 LANES

CONTRACTOR

PARKING

PROPOSED PHASING SCHEDULE

PHASE I - BUILDING 1 EAST & WEST ELEVATOR WORK. THESE

ELEVATORS SHALL NOT BE RENOVATED

CONCURRENTLY.

PHASE II - BUILDING 11 & 25 NEW CONSTRUCTION AND

ELEVATOR WORK.

PHASE II-A - BUILDINGS 2, 3, 5, 8, 12, ELEVATOR MODERNIZATION

WORK (2 ELEVATORS AT A TIME CAN BE TAKEN OUT

OF SERVICE) DONE CONCURRENTLY WITH PHASE II.

12A

LIBERTY - BUILDING 1

WEST ELEVATOR - P2 WEST

CAB INTERIOR

REFURBISHMENT ONLY

1E-A

4A

8A

BUILDINGS, NOT IN PROJECT SCOPE

BUILDINGS IN PROJECT SCOPE

DIRECTION FOR SITE ACCESS

BUILDING ACCESS

LIMITED CONTRACTOR PARKING/STORAGE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Numbers

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1, 2, 3, 5, 8, 11, 12 & 25

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G-002

CAMPUS BUILDING LOCATION PLAN

2 6OKM

MODERNIZE, REPLACE OR

INSTALL ELEVATORS IN 8

BUILDINGS

VA CENTRAL WESTERN MA

HEALTHCARE SYSTEM - LEEDS

421 NORTH MAIN STREET

LEEDS, MA 01053 JUNE 27, 2023

BID DOCUMENTS

631-21-01121-169

JAB

Scale: 1" = 60'-0"

SITE LOCATION PLAN

N

A. CONTRACTOR TO VERIFY ACCEPTABLE PARKING

AREAS WITH THE COR PRIOR TO START OF

CONSTRUCTION.

B. CONTRACTOR TO VERIFY ACCEPTABLE

MATERIAL DELIVERY LOCATIONS PRIOR TO

START OF CONSTRUCTION.

C. LOCATION OF MATERIAL EQUIPMENT LOADING

AND UNLOADING DOCK TO BE CONFIRMED WITH

FACILITY BEFORE ANY MOBILIZATION.

D. NORMAL WORKING HOURS BETWEEN 7:00AM –

6:00 PM.

E. SEE PROPOSED PHASING SCHEDULE ON SHT.

G-002.

F. AT TIME OF PROJECT AWARD, GC SHALL

COORDINATE WITH COR LOCATION OF

CONTRACTOR PARKING, PROJECT STAGING,

LAYDOWN AREA, PROJECT TRAILER LOCATION

AND CONTRACTOR RESTROOMS.

G. GC TO REVIEW ASBESTOS ABATEMENT

SPECIFICATION 02 82 11 & 02 83 33.13 AND THE

ATTACHED "ASBESTOS SURVEY AND LIMITED

LEAD-CONTAINING PAINT TESTING" REPORT,

DATED AUGUST 3, 2022 FOR MORE

INFORMATION.

H. GC TO REFER TO THE GEO-TECH REPORT

COMPLETED BY SLR INTERNATIONAL CORP., ON

MAY 17, 2022 FOR EAGLE (BLDG 25) NEW

ADDITION.

SITE LEGEND

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

DocuSign Envelope ID: 541ADAB3-2504-4B07-BAA0-A19CCA635BA3DocuSign Envelope ID: 0BD21592-D44E-41FC-B80E-1777F376AEFD

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

AD

JU

ST

AB

LE

H

EI

G

H T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

FIRE RATED PLYWOOD,

TEMPORARY. SALVAGE

PROTECT AND STORE

EXISTING WINDOW TO

BE RE-INSTALLED

AFTER CONSTRUCTION

IS COMPLETE.

V.

I.F

EX

IS

TI

N

G W

AL

L

V.

I.F

EX

IS

TI

N

G W

AL

L

ISLM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (ILSM MAY

REQUIRE MORE THAN

ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

FL

EX

D U

C T

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

G-003

_____2 G-003

ILSM SIGNAGE

MODERNIZE, REPLACE OR INSTALL ELEVATORS

IN 8 BUILDINGS

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

1/

2" 1"

1"

1/ 2"

1" 1"

1"

1/ 2"

1"

1/ 2"

1'

0" 1/

2" 1/

2"

EQ.EQ.

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE

DESIGNATION FOR THIS PROJECT IS TO BE DETERMINED PER BUILDING.

SEE EACH INDIVIDUAL BUILDING SHEET FOR THE CLASS OF PRECAUTIONS

OR LEVEL OF INFECTION CONTROL ACTIVITIES. HARD SURFACE BARRIERS

SHALL BE USED EXCEPT IN THE AREA INDICATED ON THE PHASING PLAN

WITH PLASTIC BARRIERS (MINIMUM 4MIL) TO SEAL AREA FROM NON-WORK

AREA AS LONG AS THE SPRINKLER SYSTEM IS INTACT AND ACTIVE.

1A. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING CHANGES

(PROVIDE AND LOCATE A STAGING AREA FOR HAZMAT SUITS NEAR THE

PLASTIC BARRIER ENTRANCE SPACES - CONSTRUCTION ANTEROOM.

THEY SHALL BE USED WHEN GOING INTO CONSTRUCTION AREA AND

LEAVING THE CONSTRUCTION AREA) AND TOOL STORAGE AND TIGHT

SEALS SHALL BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND

WALL PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY CLEANED IF

TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER. UPON

COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS SHALL

BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE

CONTRACTOR SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE

BEFORE REMOVAL OF A PERMANENT BARRIER.

AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 6A.

2. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER

ENTRANCE SPACES (CONSTRUCTION ANTEROOM) AND CHANGE DAILY

OR MORE OFTEN AS NEEDED TO PREVENT THE SPREAD OF DUST AND

DEBRIS INTO ADJACENT CLEAN SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS

CONTROL

3. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE

DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS; DESIGNATED

ELEVATORS SHALL BE USED DURING SCHEDULED TIMES; AND ONLY

AUTHORIZED PERSONNEL SHALL BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT PEDESTRIAN TRAFFIC

AWAY FROM THE CONSTRUCTION AREA AND MATERIALS.

4. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION

MATERIAL IN AND OUT OF THE PROJECT - A CLEAN CART SHALL BE USED;

THE NOT-SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN ENTRY AND

THE CONSTRUCTION STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES.

EFFORTS SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN

EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY.

DEBRIS SHALL BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE

VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH

EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES

SHALL BE USED, AND THE CHUTE OPENING SHALL BE SEALED WHEN NOT IN

USE. FILTERS SHALL BE BAGGED AND SEALED BEFORE BEING

TRANSPORTED OUT OF THE CONSTRUCTION AREA.THE CONTRACTOR

SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR

APPROVAL OF THE COR.

4B. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE

INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE

CONTRACTOR WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE ADDED OR

RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR

PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA

SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND WITH

NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF THE

NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE

DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA

FILTER CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER

MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE OUTSIDE IF

APPROVED BY VAMC. IF EXHAUST SHALL BE TIED INTO A RE-CIRCULATED

AIR SYSTEM, A PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE

EXHAUST TO PREVENT CONTAMINATION OF THE DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT

CEILING SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER RATES IN

CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS

NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE TESTING

THROUGHOUT THE PROJECT IN THE FREQUENCY AS IDENTIFIED BY THE

COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND RELATED

AREAS

6. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE

FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION

AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G., COVERALLS,

FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM SHALL BE USED

TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF

PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT

A SPACE OR ANTEROOM FOR CHANGING CLOTHING AND STORING

EQUIPMENT (DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS,

AND MATERIALS TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE

MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET WIPING

BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

6A. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL HVAC

ISOLATION UNTIL CONTRACTOR HAS CLEANED CONSTRUCTION SITE, VA

EMS STAFF HAS DONE A TERMINAL CLEANING, AND VA INFECTIOUS

DISEASE CONTROL HAS INSPECTED AND APPROVED THE CLEANING.

ICRA NOTES

HEPA

NEGATIVE AIR

UNIT

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING REPLACED

MUST BE PROTECTED. COVER WITH

ROSIN PAPER / FIRE RATED PLYWOOD.

PROVIDE TEMPORARY

CONNECTION FOR

NEGATIVE AIR FLOW TO

BUILDING EXHAUST

LINE

V.

I.F

EX

IS

TI

N

G W

AL

L

V.

I.F

EX

IS

TI

N

G W

AL

L

AP

PR

O X.

8"

A .F

.F

SUSPENDED

PLASTIC ZIPPER

WALL CURTAIN

BARRIER

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC

G-003

A. CONTRACTOR SHALL VISIT ALL AREAS OF WORK, INCLUDING WALKING THE SITE, FIELD VERIFY EXISTING DIMENSIONS AND OBSERVING EXISTING CONDITIONS BEFORE BEGINNING WORK, ORDERING MATERIALS, OR STARTING ANY CONSTRUCTION.

B. CONTRACTOR SHALL RECYCLE REMOVED MATERIALS WHENEVER POSSIBLE. SEE DIVISION 1 SPECIFICATIONS

C. CONTRACTOR TO PROTECT AREA ADJACENT TO SELECTIVE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES. (IF DAMAGED, REPAIR, PATCH, REPLACE, OR SAND SMOOTH AND TO MATCH EXISTING ADJACENT MATERIALS.)

D. CONTRACTOR SHALL REPORT TO COR IMMEDIATELY WHEN DISCREPANCIES TO THE DRAWINGS ARE FOUND IN THE FIELD.

E. CONTRACTOR TO INSTALL TEMPORARY DIGITAL MANOMETER TO MONITOR AND ENSURE PRESSURE LEVEL TO MEET VA GUIDELINE WITHIN CONSTRUCTION AREA. CONTRACTOR TO VERIFY LOCATIONS WITH VA COR PRIOR TO INSTALLATION.

* OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS.

COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS.

SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE COR'S SAFETY/ IP AND FACILITIES

MANAGEMENT DEPARTMENT AND AFTER PROFESSIONAL CLEAN BY GENERAL CONTRACTOR.

COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WET MOP AREA WITH DISINFECTANT.

COVER ALL RETURNS AND SUPPLY DUCTS AT THE GRATE/DIFFUSES WITH FILTER MEDIA OR BLANK OFF ENTIRELY. RESTORE

NORMAL HVAC OPERATION IN IMPACTED AREA AFTER ENCLOSURE IS REMOVED.

KEEP CONSTRUCTION SITE CLEAN & NEAT AT ALL TIMES.

CONTRACTOR TO CLEAN THE CONSTRUCTION AREA, AND PREPARE FOR SAFETY AND INFECTION CONTROL'S INSPECTION AND FINAL

CLEANING BY VA ECM STAFF.

VA INFECTION CONTROL STAFF WILL PERFORM FINAL VERIFICATION OF CLEANING AND SANITATION.

SEE SPECIFICATIONS FOR BADGING REQUIREMENTS

NO MAJOR EQUIPMENT ACCESS THROUGH THE BUILDING BETWEEN 7 AM TO 5PM. CONTRACTOR TO COORDINATE WITH A VA COR.

ALL LOBBY WORK SHALL BE COMPLETED DURING AFTER HOURS 6:00 PM TO 7:00 AM

WHERE HOISTWAY DOORS ARE TO REMAIN REMOVED OR OPEN FOR AN EXTENDED PERIOD OF TIME, PROVIDE RATED ICRA ENCLOSURE WITH MATCHING FIRE RATING, MAIN ACCESS -GROUND FLOOR, COORDINATE WITH COR.

WHERE HOISTWAY DOORS ARE NOT REMAINING OPEN FOR LONGER THAN 8 HRS, AND ARE BEING SUPERVISED FOR THE DURATION OF THE WORK. PROVIDE NON-RATED ICRA ENCLOSURE. BASIS OF DESIGN, EDGEGUARD SYSTEM OR STARC. SUBMITTAL REQUIRED.

HOISTWAY DOORS MUST BE BARRICADED AT EACH LANDING WHEN HOISTWAY DOORS ARE OPEN.

IF APPLICABLE:

HOT WORK PERMIT: PERMITS MUST BE SUBMITTED 72 HOURS PRIOR TO COMMENCEMENT OF WORK FOR VA ROUTING. ORIGINAL PERMIT TO BE POSTED WHERE WORK IS BEING PERFORMED; CONTRACTOR MUST RETURN PERMIT TO SAFETY OFFICE WHEN WORK

IS COMPLETED.

FIRE WATCH: CONTRACTOR MUST INITIAL, DATE AND TIME EVERY 30 MINUTES AFTER HOT WORK HAS STARTED.

CONTRACTOR TO PROVIDE WARNING SIGNAGE AND DIRECTIONAL SIGNAGE THAT SHALL BE POSTED IN CONSTRUCTION AREA

WHILE WORK IS PERFORMED.

CONFINED SPACE. CONTRACTOR TO OBTAIN CONFINED SPACE PERMIT PRIOR TO ENTRY INTO MECHANICAL CHASE. ENSURE IT IS

APPROVED BY VA SAFETY DEPARTMENT AND COR.

GENERAL NOTES:

INFECTION CONTROL RISK ASSESSMENT NOTES:

INTERIM LIFE SAFETY MEASURES NOTES (ISLM):

ABBREVIATIONS

(E) EXISTING

(N) NEW

N.I.C. NOT IN CONTRACT

E.T.S EXPOSED TO STRUCTURE

N.T.S. NOT TO SCALE

SIM. SIMILAR

BLDG BUILDING

PH. PHONE

INC. INCORPORATED

S. SOUTH

DL DEAD LEG

GPM GALLONS PER MINUTE

O.C. ON CENTER

ICRA GENERAL NOTES:

COR CONTRACTING OFFICER REPRESENTATIVE

PAMNS PUBLIC ADDRESS MASS NOTIFICATION SYSTEM

IT INFORMATION TECHNOLOGY

FO FIBER OPTIC

SM SINGLE MODE

MM MULTIMODE

DR. DRIVE

ST. STREET

CMU CONCRETE MASONRY UNITS

EQ EQUAL

STL. STAINLESS

NR. NOT RATED

A.F.F. ABOVE FINISHED FLOOR

Q.R.S. QUICK RELEASE SPRINKLER

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Numbers

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

1, 2, 3, 5, 8, 11, 12 & 25

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INFECTION CONTROL RISK

ASSESSMENT (ICRA) DETAILS

3 6OKM

MODERNIZE, REPLACE OR

INSTALL ELEVATORS IN 8

BUILDINGS

VA CENTRAL WESTERN MA

HEALTHCARE SYSTEM - LEEDS

421 NORTH MAIN STREET

LEEDS, MA 01053 JUNE 27, 2023

BID DOCUMENTS

631-21-01121-169

JAB

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

ICRA MOBILE CONTAINMENT CART

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

CROSS SECTION "A" - OPTION A

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

TYPICAL CONSTRUCTION PLAN LAYOUT

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

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

CROSS SECTION "A" - OPTION B

Scale: 3/4" = 1'-0"

ROOM ELEVATION

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

DocuSign Envelope ID: 541ADAB3-2504-4B07-BAA0-A19CCA635BA3DocuSign Envelope ID: 0BD21592-D44E-41FC-B80E-1777F376AEFD

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

TEMPORARY DOOR

TEMPORARY WALL

DEMOLISH WALL

DEMOLISH DOOR

DEMOLISH WINDOW

EXISTING WINDOW TO REMAIN

ICRA LEGEND

TEMPORARY WALL

TEMPORARY DOOR

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C

EI

LI

N

G H

EI

G

H T

VA

R

IE

S, F

IE

LD

V

ER

IF

Y

W

AL

L H

EI

G

H T

VA

R

IE

S

FI

EL

D V

ER

IF

Y

4 7/8"

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C

EI

LI

N

G H

EI

G

H T

VA

R

IE

S, F

IE

LD

V

ER

IF

Y

6' -5

/2

4 7/8"

3 5/8" 16 GAUGE METAL

STUDS @ 16" O.C. WALL TO

EXTEND TO UNDERSIDE OF

DECK

A B

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. (2) LAYERS 5/8"

GYPSUM BOARD EACH SIDE.

WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH

EXISTING AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING

DECK

C

EI

LI

N

G H

EI

G

H T

VA

R

IE

S, F

IE

LD

V

ER

IF

Y

W

AL

L H

EI

G

H T

VA

R

IE

S

FI

EL

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ER

IF

Y

6 1/8"

C

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U419

SMOKE RATED 2-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

CEMENTIOUS BACKER TO

ENCLOUSURE SIDE

UL U419, 1HR

PAINT

EXISTING FLOOR

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U419

UNDERSIDE OF EXISTING

CEILING

LOBBYRATED

ENCLOSURE SIDE

FIRE RESISTANT SEALANT,

BOTH SIDES TO WALL

ABOVE OPENING

TOP OF ELEVATOR DOOR

OPENING

" M

IN

2"

SEE SCHEDULE

2"

2" 7'

-0

TYPE A TYPE 1

ICRA HARDWARE SET 1 (IF REQUIRED)

DOUBLE DOOR CONDITION

6 HINGES

1 FLUSH BOLTS

2 DUST PROOF STRIKE

1 PASSAGE SET

1 COORDINATOR

1 ASTRAGAL

2 DOOR CLOSER

4 KICK PLATES

2 GASKETING

TA2714

ML2010

2600 SERIES

BY DOOR MANUF.

DC6210xA11

K1050F

S88C x HEAD & JAMBS

32D

32D

26D

32D

32D

MK

RO

RO

CO

RO

CO

RO

PE

MANUFACTURERS:

CORBIN RUSSWIN

McKINNEY

PEMKO

ROCKWOOD

CO

MK

PE

RO

1. HARDWARE MANUFACTURER'S LISTED AS BASIS OF DESIGN.ALTERNATE MANUFACTURERS

ACCEPTABLE, SUBJECT TO REVIEW BY ARCHITECT AND C.O.R. FOR EQUAL QUALITY

COMPLIANCE

2. THIS DOOR AND FRAME SCHEDULE IS FOR RATED TEMPORARY ENCLOSURES ONLY

3. ALL ICRA DOOR HARDWARE SHALL BE PROVIDED BY THE GENERAL CONTRACTOR

NOTE:

1. FLOOR AND CEILING RUNNERS — CHANNEL SHAPED, 1-1/4 IN. WIDE BY 3-5/8 IN. DEEP, FABRICATED FROM MIN 0.020 IN. THICK (25 GAUGE) GALV STEEL, ATTACHED TO

FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. O.C.

A. FRAMING MEMBERS* — FLOOR AND CEILING RUNNER — NOT SHOWN — IN LIEU OF ITEM 1 — FOR USE WITH ITEM 2A, PROPRIETARY CHANNEL SHAPED

RUNNERS, 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS

SPACED 24 IN. OC MAX.

B. FRAMING MEMBERS* — FLOOR AND CEILING RUNNER — NOT SHOWN — IN LIEU OF ITEM 1 — FOR USE WITH ITEM 2B, CHANNEL SHAPED RUNNERS, 1-1/4 IN.

DEEP BY MIN 3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX.

C. FRAMING MEMBERS* — FLOOR AND CEILING RUNNER — NOT SHOWN — IN LIEU OF ITEM 1 — FOR USE WITH ITEM 2C, PROPRIETARY CHANNEL SHAPED RUNNERS, 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS

SPACED 24 IN. OC MAX.

D. FRAMING MEMBERS* — FLOOR AND CEILING RUNNER — NOT SHOWN — IN LIEU OF ITEM 1 — FOR USE WITH ITEM 2D, CHANNEL SHAPED RUNNERS, 1-1/4 IN.

DEEP BY MIN 3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX.

E. FRAMING MEMBERS* — FLOOR AND CEILING RUNNER — NOT SHOWN — IN LIEU OF ITEM 1 — FOR USE WITH ITEM 2F, CHANNEL SHAPED RUNNERS, 1-1/4 IN.

DEEP BY MIN 3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX.

F. FRAMING MEMBERS* — FLOOR AND CEILING RUNNER — NOT SHOWN — IN LIEU OF ITEM 1 — FOR USE WITH ITEM 2G, PROPRIETARY CHANNEL SHAPED RUNNERS, 1-1/4 IN. WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS

SPACED 24 IN. OC MAX.

2. STEEL STUDS — CHANNEL SHAPED, 3-5/8 IN. DEEP, MIN 0.020 IN. THICK (25 GAUGE) GALV STEEL. STUDS 3/8 IN. LESS IN LENGTHS THAN ASSEMBLY HEIGHTS.

A. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 — FOR USE WITH ITEM 1A, PROPRIETARY CHANNEL SHAPED STEEL STUDS, 1-1/4 IN.

WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL. STUDS CUT 3/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

B. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 — FOR USE WITH ITEM 1B, CHANNEL SHAPED STEEL STUDS, MIN 3-5/8 IN. WIDE

FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, SPACED MAX 24 IN. OC. STUDS CUT 3/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

C. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 — FOR USE WITH ITEM 1C, PROPRIETARY CHANNEL SHAPED STEEL STUDS, 1-1/4 IN.

WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL. STUDS CUT 3/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

D. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 — FOR USE WITH ITEM 1D, PROPRIETARY CHANNEL SHAPED STEEL STUDS, 1-1/4 IN.

WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN. THICK GALV STEEL. STUDS CUT 3/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

E. FRAMING MEMBERS* — STEEL STUDS — AS AN ALTERNATE TO ITEM 2 — FOR USE WITH ITEM 1A (3-5/8 IN. WIDE TRACK), CHANNEL SHAPED STUDS, FABRICATED

FROM MIN 25 MSG CORROSION-PROTECTED STEEL, 1-1/4 IN. WIDE BY 3-5/8 IN. DEEP, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN

ASSEMBLY HEIGHT.

F. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 — FOR USE WITH ITEM 1E, CHANNEL SHAPED STEEL STUDS, MIN 3-5/8 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, SPACED MAX 24 IN. OC. STUDS CUT 3/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

G. FRAMING MEMBERS* — STEEL STUDS — NOT SHOWN — IN LIEU OF ITEM 2 — FOR USE WITH ITEM 1F, PROPRIETARY CHANNEL SHAPED STEEL STUDS, 1-1/4 IN.

WIDE BY MIN 3-5/8 IN. DEEP FABRICATED FROM MIN 0.020 IN. THICK GALV STEEL. STUDS CUT 3/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT.

3. BATTS AND BLANKETS* — OPTIONAL — MINERAL WOOL OR GLASS FIBER INSULATION, PARTIALLY OR COMPLETELY FILLING STUD CAVITY A. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) — (100% BORATE FORMULATION) — SPRAY APPLIED CELLULOSE MATERIAL. THE

FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT WITH A NOMINAL DRY DENSITY OF 2.7 LB/FT3. ALTERNATE APPLICATION METHOD: THE FIBER IS APPLIED WITHOUT WATER OR ADHESIVE AT A NOMINAL DRY DENSITY OF 3.5 LB/FT3, IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT.

B. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) AND ITEM 3A - SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLIED WITH WATER TO INTERIOR SURFACES IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. APPLIED TO COMPLETELY FILL THE ENCLOSED CAVITY. MINIMUM DRY DENSITY OF 4.3 POUNDS PER CUBIC FT.

C. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) - SPRAY APPLIED CELLULOSE FIBER. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. THE MINIMUM DRY DENSITY

SHALL BE 4.30 LBS/FT3.

D. FIBER, SPRAYED* — AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) - SPRAY-APPLIED CELLULOSE MATERIAL. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. TO FACILITATE THE INSTALLATION OF THE MATERIAL, ANY THIN, WOVEN OR NON-WOVEN NETTING MAY BE ATTACHED BY ANY MEANS POSSIBLE TO THE OUTER FACE THE STUDS.

THE MATERIAL SHALL REACH EQUILIBRIUM MOISTURE CONTENT BEFORE THE INSTALLATION OF MATERIALS ON EITHER FACE OF THE STUDS. THE MINIMUM

DRY DENSITY SHALL BE 5.79 LBS/FT3.

4. GYPSUM BOARD* — 5/8 IN. THICK, 48 IN. WIDE SHEETS. INNER LAYER APPLIED VERTICALLY, ATTACHED TO STUDS AND FLOOR AND CEILING RUNNERS WITH 0.127 IN.

DIAM BY 1 IN. LONG SELF-DRILLING, SELF-TAPPING PHILLIPS HEAD STEEL SCREWS SPACED 32 IN. O.C., JOINTS LOCATED OVER STUDS. OUTER LAYER ON ONE SIDE APPLIED VERTICALLY AND ATTACHED TO STUDS AND RUNNERS WITH 1-5/8 IN. LONG SELF-DRILLING, SELF-TAPPING STEEL SCREWS SPACED 12 IN. O.C. ALONG ENDS AND EDGES OF BOARDS AND 24 IN. O.C. IN THE FIELD. OUTER LAYER JOINTS OFFSET FROM INNER LAYER JOINTS AND LOCATED OVER STUDS

5. GYPSUM BOARD* — 1/2 IN. THICK, 48 IN. WIDE SHEETS. SHEETS APPLIED VERTICALLY AND ATTACHED TO STUDS AND RUNNERS WITH 1-5/8 IN. LONG SELF-DRILLING, SELF-TAPPING STEEL SCREWS SPACED 12 IN. O.C. ALONG ENDS AND EDGES OF BOARDS AND 24 IN. O.C. IN THE FIELD. JOINTS OFFSET FROM INNER LAYER JOINTS.

6. GYPSUM BOARD* — 1/4 OR 3/8 IN. THICK 48 IN. WIDE SHEETS, PLACED VERTICALLY AND LAMINATED TO 1/2 IN. WALLBOARD WITH 3/4 IN. DIAM DABS OF VINYL BASE PANELING ADHESIVE SPACED VERTICALLY AND HORIZONTALLY 12 IN. O.C. JOINTS OFFSET FROM JOINTS OF CENTER LAYER OF 1/2-IN. GYPSUM BOARD AND LOCATED

OVER STUDS.

7. JOINTS — (NOT SHOWN) — OUTER LAYER JOINTS ON BOTH SIDES OF WALL (FINISH LAYER ONLY) COVERED WITH PAPER TAPE AND JOINT COMPOUND. SCREW HEADS

COVERED WITH JOINT COMPOUND.

2'-0" 7

3 OR 4A

HORIZONTAL SECTION

1. INSULATING CONCRETE — VARIOUS TYPES OF INSULATING CONCRETE PREPARED AND APPLIED IN THE THICKNESS SPECIFIED BELOW:

A. VERMICULITE CONCRETE — MIX CONSISTS OF 6 TO 8 CU FT VERMICULITE AGGREGATE* TO 94 LBS. OF PORTLAND CEMENT AND 0.125 LB. AIR ENTRAINING

AGENT. THICKNESS OF VERMICULITE CONCRETE TOPPING TO BE 2 IN. MIN.

B. CELLULAR CONCRETE — ROOF TOPPING MIXTURE* — FOAM CONCENTRATE MIXED WITH WATER AND PORTLAND CEMENT PER MANUFACTURER'S

SPECIFICATIONS. CAST DRY DENSITY AND 28-DAY COMPRESSIVE STRENGTH OF MIN 190 PSI AS DETERMINED IN ACCORDANCE WITH ASTM C495-66.

THICKNESS OF CELLULAR CONCRETE TOPPING TO BE 2-3/4 IN. MIN.

C. PERLITE CONCRETE — MIX CONSISTS OF 6 CU FT OF PERLITE AGGREGATE* TO 94 LB OF PORTLAND CEMENT AND 1-1/2 PINTS OF AIR ENTRAINING AGENT.

THICKNESS OF PERLITE CONCRETE TOPPING TO BE 2 IN. MIN.

SEE PERLITE AGGREGATE (CFFX) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR NAMES OF CLASSIFIED COMPANIES.

D. CELLULAR CONCRETE — ROOF TOPPING MIXTURE* — FOAM CONCENTRATE MIXED WITH WATER, PORTLAND CEMENT AND UL CLASSIFIED VERMICULITE AGGREGATE PER MANUFACTURER'S APPLICATION INSTRUCTIONS. CAST DRY DENSITY OF 33 (+ OR -) 3.0 PCF AND 28-DAY COMPRESSIVE STRENGTH OF MIN 250 PSI AS DETERMINED IN ACCORDANCE WITH ASTM C495-86. THE CELLULAR CONCRETE TOPPING THICKNESS SHALL BE 2-3/4 IN. MIN.

2. NORMAL-WEIGHT CONCRETE — SILICEOUS OR CARBONATE AGGREGATE, 3000 PSI COMPRESSIVE STRENGTH, TO BE DESIGNED WITH CONTINUITY OVER THE

SUPPORTS.

3. WELDED WIRE FABRIC — 6 X 6 — 6/6 SWG.

4. SPRAY-APPLIED FIRE RESISTIVE MATERIALS* — APPLIED BY SPRAYING WITH WATER, IN ONE OR MORE COATS, TO A FINAL UNTAMPED THICKNESS AS SHOWN

ABOVE, TO CONCRETE SURFACES WHICH ARE FREE OF DIRT AND OIL. TAMPING IS OPTIONAL. MIN AVG UNTAMPED DENSITY OF 13 PCF WITH MIN IND UNTAMPED DENSITY OF 11 PCF FOR TYPES FC OR DF. FOR METHOD OF DENSITY DETERMINATION, REFER TO DESIGN INFORMATION SECTION.

5. ROOF COVERING* — CONSISTING OF HOT MOPPED OR COLD APPLICATION MATERIALS COMPATIBLE WITH INSULATION(S) DESCRIBED HEREIN WHICH PROVIDE CLASS A, B OR C COVERINGS. SEE ROOFING MATERIALS AND SYSTEMS DIRECTORY-ROOF COVERING MATERIALS (TEVT).

A. IN LIEU OF ITEM 5, ROOF COVERING CONSISTING OF SINGLE-PLY ROOFING MEMBRANE* — THAT IS EITHER BALLASTED, ADHERED OR MECHANICALLY

ATTACHED AS PERMITTED UNDER THE RESPECTIVE DIRECTORY — ROOFING MEMBRANES (CHCI).

DOOR AND FRAME -

SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) 8" METAL STUDS TO

FORM HEADER

SEE DOOR

SCHEDULE

TYPES

SEE PARTITION

DOOR AND

FRAME - SEE

DOOR

SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

(2) 4" METAL

STUDS TO

FORM JAMB

TY

PE

S

SE

E

PA

R

TI

TI

O N

FIRE RATING:

STC:

SOUND TEST:

SYSTEM THICKNESS:

1 Hour

USG-180602

4 7/8"

GYPSUM BOARD:

STEEL STUDS:

INSULATION:

GYPSUM BOARD:

ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE SCX™)

3-5/8" STEEL STUDS, EQ20 (0.020"), SPACED 24" O.C.

3-1/2" THICK GLASS FIBER BATT INSULATION

ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE SCX™)

ASSEMBLY OPTIONS:

UL DESIGN NO. U419

2'-0" 2'-0"

5"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Numbers

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

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Headquarters:

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1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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ICRA PARTITION TYPES AND ICRA

DOOR SCHEDULE

4 6OKM

MODERNIZE, REPLACE OR

INSTALL ELEVATORS IN 8

BUILDINGS

VA CENTRAL WESTERN MA

HEALTHCARE SYSTEM - LEEDS

421 NORTH MAIN STREET

LEEDS, MA 01053 JUNE 27, 2023

BID DOCUMENTS

631-21-01121-169

JAB

Scale: 3/4" = 1'-0"

ICRA BARRIER WALL TYPES

DESIGN NO. U403 FIRE RESISTANCE RATINGS - ANSI/UL 263 - 2 HOUR

DESIGN NO P836 ANSI/UL 263 - 2 HOUR RESTRAINED ASSEMBY RATING

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

HEAD DETAIL @ METAL STUD

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

JAMB DETAIL @ METAL STUD

UL DESIGN NO. 419

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

DocuSign Envelope ID: 541ADAB3-2504-4B07-BAA0-A19CCA635BA3DocuSign Envelope ID: 0BD21592-D44E-41FC-B80E-1777F376AEFD

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

C/L CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SAP SUSPENDED ACOUSTIC(AL) PANEL

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

DEMOLITION KEYNOTE

WINDOW TYPE

ROOF PITCH SYMBOL

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1#

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS REPONSIBLE FOR ACCOMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR

PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A

COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS

AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT, FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS PROJECT.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

12. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE

OF EXISTING WALL SURFACE.

13. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

14. ALL ELEVATORS SHALL BE NON-PROPRIETARY EQUIPMENT AND MRL'S (MACHINE ROOMLESS) ARE NOT ALLOWED.

ALL EXISTING IN GROUND CYLINDERS/PISTONS ARE TO BE REMOVED AND REPLACED WITH NEW ONES.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. THE INFORMATION CONTAINED IN THESE DEMOLITION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE

COMPLETION OF THE PROJECT.

9. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

10. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

11. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

12. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERING FROM THOSE INDICATED OR THAT

ARE NOT IDENTIFIED, SHALL BE REPORTED TO THE COR.

13. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.

14. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

15. ALL ITEMS BEING SALVAGED OR REMOVED SHALL REMAIN THE PROPERTY OF THE COR UNTIL CONFIRMATION HAS BEEN MADE AS TO WHETHER THE COR WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE COR SHALL BE REMOVED FROM THE SITE BY G.C. PER DEMOLITION REQUIREMENTS LISTED IN THE

SPECIFICATIONS.

16. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

17. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

WALL SECTION

SYMBOL INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

S.S. PANEL CEILING: MIRROR FINISH WITH 6 LED

DOWNLIGHTS AND RECESSED LED EDGE LIGHTING

LAMINATE PANEL MATERIAL: S.S. WITH "MIST" FINISH

SOLID SURFACE PANEL: COLOR: MORNING ICE, 9204CE

VIVIGRAPHIX GRAPHICA PANEL. INTERLAYER: CAIRO

COLOR: STALE BLUE.

FINISH: PEARLEX+. (INSTALLED VERTICALLY)

S.S. UPPER HANDRAIL @ 42" TO CENTER OF RAIL

S.S. UPPER HANDRAIL @ 30" TO CENTER OF RAIL

SOLID SURFACE PANEL: COLOR: MORNING ICE, 9204CE

LAMINATE PANEL MATERIAL: S.S. WITH "MIST" FINISH

8" TALL S.S. CRASHRAIL @ 12" TO CENTER OF RAIL

S.S. BASE (8" TALL) WITH NO. 4 FINISH

3/8" NURAZZO CUSTOM FLOOR TILE: C502 "WHITE ICE"

• 100% CUSTOM DC1805 RESIN

• 40% CLEAR GLASS

• 20% MOTHER OF PEARL

• 40% MILK WHITE GLASS

NOTE:

ELEVATOR CAB DESIGN FOR THE FOLLOWING

BUILDINGS: MEADOW (BLDG 2); MAPLE (BLDG 3);

RIVER (BLDG 8); MOUNTAIN (BLDG 11); BIRCH (BLDG

12); EAGLE (BLDG 25)

S.S. BINDER ANGLE @ ALL LAMINATE PANEL EDGES,

TYPICAL

S.S. BINDER ANGLE @ ALL LAMINATE PANEL EDGES,

TYPICAL

S.S. PANEL CEILING: MIRROR FINISH WITH 6 LED

DOWNLIGHTS AND RECESSED LED EDGE LIGHTING

LAMINATE PANEL MATERIAL: S.S. WITH "MIST" FINISH

S.S. UPPER HANDRAIL @ 42" TO CENTER OF RAIL

S.S. UPPER HANDRAIL @ 30" TO CENTER OF RAIL

8" TALL S.S. CRASHRAIL @ 12" TO CENTER OF RAIL

LAMINATE PANEL MATERIAL: S.S. NO. 4 FINISH WITH

CHECKER PLATE PATTERN UP TO 42" HIGH HAND

RAIL

HOMOGENEOUS RUBBER SHEET FLOOR:

FINISH: HAMMERED TEXTURE

NO PATTERN

COLOR: DARK GRAY

NOTE:

ELEVATOR CAB DESIGN FOR THE FOLLOWING

BUILDINGS: PINE (BLDG 5)

S.S. BINDER ANGLE @ ALL LAMINATE PANEL EDGES,

TYPICAL

S.S. PANEL CEILING: MIRROR FINISH WITH 6 LED

DOWNLIGHTS AND RECESSED LED EDGE LIGHTING

LAMINATE PANEL MATERIAL: S.S. WITH "MIST" FINISH

VIVIGRAPHIX GRAPHICA

PATTERN: CAIRO

COLOR: TAUPE

FINISH: PEARLEX (INSTALLED VERTICALLY)

S.S. UPPER HANDRAIL @ 42" TO CENTER OF RAIL

S.S. UPPER HANDRAIL @ 30" TO CENTER OF RAIL

FUSED NICKEL BRONZE PANEL:

FINISH: SEASTONE

NO PATTERN

LAMINATE PANEL MATERIAL: S.S. WITH "MIST" FINISH

8" TALL S.S. CRASHRAIL @ 12" TO CENTER OF RAIL

S.S. BASE (8" TALL) WITH NO. 4 FINISH

3/8" NURAZZO CUSTOM FLOOR TILE: DC-055

• 100% CUSTOM DC1805 RESIN

• 40% CLEAR GLASS

• 20% MOTHER OF PEARL

• 40% MILK WHITE GLASS

NOTE:

ELEVATOR CAB DESIGN FOR THE FOLLOWING

BUILDING: LIBERTY (BLDG 1) (P1) EAST AND (P2)

WEST (CAB INTERIOR REPLACEMENT ONLY).

S.S. BINDER ANGLE @ ALL LAMINATE PANEL EDGES,

TYPICAL

S.S. BINDER ANGLE @ ALL LAMINATE PANEL EDGES,

TYPICAL

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Numbers

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

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ACG Project Number

Headquarters:

Apogee Consulting…