Attachment 1B - 25_0418-523A4-19-205.A01.pdf

U.S. Department of Veterans Affairs Boston Healthcare System – West Roxbury

523A4-20-205 VAMC West Roxbury Expand Emergency Department

Addendum #1 April 18, 2025

Revision List:

Specifications:

015719 – Temporary Environmental Controls (new)

Drawings:

AS407 – PHASE 7 - EXAM 9 (GA-180) & EXAM 10 (GA-

182) – DEMOLITION & NEW DRAWINGS

AS501 – PARTITION DETAILS, DOOR SCHEDULE &

DETAILS, INTERIOR DETAILS

AS701 – EXTERIOR STAIR ENLARGED PLAN AND

SECTIONS

AS702 – EXTERIOR STAIR DETAILS

Expand Emergency Department 04-18-2025 Department of Veterans Affairs Construction Documents Boston Healthcare System - West Roxbury Addendum #1 VA Project No. 523A4-20-205

01 57 19 -1

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies the control of environmental pollution and damage that the Contractor must consider for air, water, and land resources. It includes management of visual aesthetics, noise, solid waste, radiant energy, and radioactive materials, as well as other pollutants and resources encountered or generated by the Contractor.

The Contractor is obligated to consider specified control measures with the costs included within the various contract items of work.

Environmental pollution and damage is defined as the presence of chemical, physical, or biological elements or agents which:

1. Adversely effect human health or welfare,

2. Unfavorably alter ecological balances of importance to human life,

3. Effect other species of importance to humankind, or;

4. Degrade the utility of the environment for aesthetic, cultural, and historical purposes.

Definitions of Pollutants:

1. Chemical Waste: Petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals, and inorganic wastes.

2. Debris: Combustible and noncombustible wastes, such as leaves, tree trimmings, ashes, and waste materials resulting from construction or maintenance and repair work.

3. Sediment: Soil and other debris that has been eroded and transported by runoff water.

4. Solid Waste: Rubbish, debris, garbage, and other discarded solid materials resulting from industrial, commercial, and agricultural operations and from community activities.

5. Surface Discharge: The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers, creeks, and/or "water of the United States" and would require a permit to discharge water from the governing agency.

01 57 19 -2

6. Rubbish: Combustible and noncombustible wastes such as paper, boxes, glass and crockery, metal and lumber scrap, tin cans, and bones.

7. Sanitary Wastes:

a. Sewage: Domestic sanitary sewage and human and animal waste.

b. Garbage: Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

1.2 QUALITY CONTROL

Establish and maintain quality control for the environmental protection of all items set forth herein.

Record on daily reports any problems in complying with laws, regulations, and ordinances. Note any corrective action taken.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. National Archives and Records Administration (NARA):

33 CFR 328....................Definitions

1.4 SUBMITTALS

In accordance with Section, 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, furnish the following:

1. Environmental Protection Plan: After the contract is awarded and prior to the commencement of the work, the Contractor shall meet with the Contracting Officer’s Representative (COR) to discuss the proposed Environmental Protection Plan and to develop mutual understanding relative to details of environmental protection. Not more than 20 days after the meeting, the Contractor shall prepare and submit to the Contracting Officer’s Representative (COR)for approval, a written and/or graphic Environmental Protection Plan including, but not limited to, the following:

a. Name(s) of person(s) within the Contractor's organization who is (are) responsible for ensuring adherence to the Environmental

Protection Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

01 57 19 -3

d. Description of the Contractor's environmental protection personnel training program.

e. A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control, noise control and abatement that are applicable to the

Contractor's proposed operations and the requirements imposed by those laws, regulations, and permits.

f. Methods for protection of features to be preserved within authorized work areas including trees, shrubs, vines, grasses, ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, and archeological and cultural resources.

g. Procedures to provide the environmental protection that comply with the applicable laws and regulations. Describe the procedures to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures as described in the

Environmental Protection Plan.

h. Permits, licenses, and the location of the solid waste disposal area.

i. Drawings showing locations of any proposed material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials. Include as part of an Erosion Control Plan approved by the District Office of the U.S. Soil Conservation

Service and the Department of Veterans Affairs.

j. Environmental Monitoring Plans for the job site including land, water, air, and noise.

k. Work Area Plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas. This plan may be incorporated within the Erosion Control Plan.

l. Inclusion of “best management practices” and methodologies.

Approval of the Contractor's Environmental Protection Plan will not relieve the Contractor of responsibility for adequate and continued control of pollutants and other environmental protection measures.

1.5 PROTECTION OF ENVIRONMENTAL RESOURCES

Protect environmental resources within the project boundaries and those affected outside the limits of permanent work during the entire period

01 57 19 -4 of this contract. Confine activities to areas defined by the specifications and drawings.

Protection of Land Resources: Prior to construction, identify all land resources to be preserved within the work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without permission from the COR.

Do not fasten or attach ropes, cables, or guys to trees for anchorage unless specifically authorized, or where special emergency use is permitted. Provide erosion control plans, in phases where required.

1. Work Area Limits: Prior to any construction, mark the areas that require work to be performed under this contract. Mark or fence isolated areas within the general work area that are to be saved and protected. Protect monuments, works of art, and markers before construction operations begin. Convey to all personnel the purpose of marking and protecting all necessary objects.

2. Protection of Landscape: Protect trees, shrubs, vines, grasses, land forms, and other landscape features shown on the drawings to be preserved by marking, fencing, or using any other approved techniques.

a. Box and protect from damage existing trees and shrubs to remain on the construction site.

b. Immediately repair all damage to existing trees and shrubs by trimming, cleaning, and painting with antiseptic tree paint.

c. Do not store building materials or perform construction activities closer to existing trees or shrubs than the farthest extension of their limbs.

3. Reduction of Exposure of Unprotected Erodible Soils: Plan and conduct earthwork to minimize the duration of exposure of unprotected soils. Clear areas in reasonably sized increments only as needed to use. Form earthwork to final grade as shown.

Immediately protect side slopes and back slopes upon completion of rough grading.

4. Temporary Protection of Disturbed Areas: Construct diversion ditches, benches, and berms to retard and divert runoff from the construction site to protected drainage areas approved under paragraph 208 of the Clean Water Act.

01 57 19 -5

a. Sediment Basins: Trap sediment from construction areas in temporary or permanent sediment basins that accommodate the runoff of a local two year (design year) storm. After each storm, pump the basins dry and remove the accumulated sediment. Control overflow/drainage with paved weirs or by vertical overflow pipes, draining from the surface.

b. Reuse or conserve the collected topsoil sediment as directed by the COR.

c. Institute effluent quality monitoring programs as required by Federal, State, and local environmental agencies.

5. Erosion and Sedimentation Control Devices: The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the

Contractor's activities. Construct or install all temporary and permanent erosion and sedimentation control features shown. Maintain temporary erosion and sediment control measures such as berms, dikes, drains, sedimentation basins, grassing, and mulching, until permanent drainage and erosion control facilities are completed and operative.

6. Manage borrow areas on Government property to minimize erosion and to prevent sediment from entering nearby water courses or lakes.

7. Manage and control spoil areas on Government property to limit spoil to areas shown and prevent erosion of soil or sediment from entering nearby water courses or lakes.

8. Protect adjacent areas from despoilment by temporary excavations and embankments.

9. Handle and dispose of solid wastes in such a manner that will prevent contamination of the environment. Place solid wastes

(excluding clearing debris) in containers that are emptied on a regular schedule. Transport all solid waste off Government property and dispose of waste in compliance with Federal, State, and local requirements.

10. Store chemical waste away from the work areas in corrosion resistant containers and dispose of waste in accordance with Federal, State, and local regulations.

11. Handle discarded materials other than those included in the solid waste category as directed by the COR.

01 57 19 -6

Protection of Water Resources: Keep construction activities under surveillance, management, and control to avoid pollution of surface and ground waters and sewer systems. Implement management techniques to control water pollution by the listed construction activities that are included in this contract.

1. Washing and Curing Water: Do not allow wastewater directly derived from construction activities to enter water areas. Collect and place wastewater in retention ponds allowing the suspended material to settle, the pollutants to separate, or the water to evaporate.

2. Control movement of materials and equipment at stream crossings during construction to prevent violation of water pollution control standards of the Federal, State, or local government.

3. Monitor water areas affected by construction.

Protection of Fish and Wildlife Resources: Keep construction activities under surveillance, management, and control to minimize interference with, disturbance of, or damage to fish and wildlife. Prior to beginning construction operations, list species that require specific attention along with measures for their protection.

Protection of Air Resources: Keep construction activities under surveillance, management, and control to minimize pollution of air resources. Burning is not permitted on the job site. Keep activities, equipment, processes, and work operated or performed, in strict accordance with the Commonwealth of Massachusetts State Air Pollution

Statue, Rule, or Regulation and Federal emission and performance laws and standards. Maintain ambient air quality standards set by the

Environmental Protection Agency, for those construction operations and activities specified.

1. Particulates: Control dust particles, aerosols, and gaseous by-products from all construction activities, processing, and preparation of materials (such as from asphaltic batch plants) at all times, including weekends, holidays, and hours when work is not in progress.

2. Particulates Control: Maintain all excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil areas, borrow areas, and all other work areas within or outside the project boundaries free from particulates which would cause a hazard

01 57 19 -7 or a nuisance. Sprinklering, chemical treatment of an approved type, light bituminous treatment, baghouse, scrubbers, electrostatic precipitators, or other methods are permitted to control particulates in the work area.

3. Hydrocarbons and Carbon Monoxide: Control monoxide emissions from equipment to Federal and State allowable limits.

4. Odors: Control odors of construction activities and prevent obnoxious odors from occurring.

Reduction of Noise: Minimize noise using every action possible. Perform noise-producing work in less sensitive hours of the day or week as directed by the COR. Maintain noise-produced work at or below the decibel levels and within the time periods specified.

1. Perform construction activities involving repetitive, high-level impact noise only between 8:00 a.m. and 6:00 p.m unless otherwise permitted by local ordinance or the COR. Repetitive impact noise on the property shall not exceed the following dB limitations:

Time Duration of Impact Noise Sound Level in dB

More than 12 minutes in any hour 70

Less than 30 seconds of any hour 85

Less than three minutes of any hour 80

Less than 12 minutes of any hour 75

2. Provide sound-deadening devices on equipment and take noise abatement measures that are necessary to comply with the requirements of this contract, consisting of, but not limited to, the following:

a. Maintain maximum permissible construction equipment noise levels at 15 meter (50 feet) (dBA):

EARTHMOVING MATERIALS HANDLING

FRONT LOADERS 75 CONCRETE MIXERS 75

BACKHOES 75 CONCRETE PUMPS 75

DOZERS 75 CRANES 75

TRACTORS 75 DERRICKS IMPACT 75

SCAPERS 80 PILE DRIVERS 95

GRADERS 75 JACK HAMMERS 75

01 57 19 -8

TRUCKS 75 ROCK DRILLS 80

PAVERS, STATIONARY 80 PNEUMATIC TOOLS 80

PUMPS 75

GENERATORS 75 SAWS 75

COMPRESSORS 75 VIBRATORS 75

b. Use shields or other physical barriers to restrict noise transmission.

c. Provide soundproof housings or enclosures for noise-producing machinery.

d. Use efficient silencers on equipment air intakes.

e. Use efficient intake and exhaust mufflers on internal combustion engines that are maintained so equipment performs below noise levels specified.

f. Line hoppers and storage bins with sound deadening material.

g. Conduct truck loading, unloading, and hauling operations so that noise is kept to a minimum.

3. Measure sound level for noise exposure due to the construction at least once every five successive working days while work is being performed above 55 dB(A) noise level. Measure noise exposure at the property line or 15 m (50 feet) from the noise source, whichever is greater. Measure the sound levels on the A weighing network of a

General Purpose sound level meter at slow response. To minimize the effect of reflective sound waves at buildings, take measurements at

900 to 1800 mm (three to six feet) in front of any building face.

Submit the recorded information to the COR noting any problems and the alternatives for mitigating actions.

Restoration of Damaged Property: If any direct or indirect damage is done to public or private property resulting from any act, omission, neglect, or misconduct, the Contractor shall restore the damaged property to a condition equal to that existing before the damage at no additional cost to the Government. Repair, rebuild, or restore property as directed or make good such damage in an acceptable manner.

Final Clean-up: On completion of project and after removal of all debris, rubbish, and temporary construction, Contractor shall leave the construction area in a clean condition satisfactory to the COR.

Cleaning shall include off the station disposal of all items and

01 57 19 -9 materials not required to be salvaged, as well as all debris and rubbish resulting from demolition and new work operations.

- - - E N D - - -

EXAM 9

WSF1

RB1

P1,WP1

ETR

GA-181

AS40708

AS407

EXAM 10

WSF1

RB1

P1,WP1

ETR

GA-182

P2

P3

GA-182 GA-181

± 9' - 11" VIF ± 9' - 9 1/2" VIF

" V

IF

EXAM 10

GA-182

EXAM 9

GA-181

CEILING & ALL CEILING

DEVICES & EQUIPMENT

EXISTING TO REMAIN,

PROTECT IN PLACE

DURING RENOVATION

CEILING & ALL CEILING

DEVICES & EQUIPMENT

EXISTING TO REMAIN,

PROTECT IN PLACE

DURING RENOVATION

EXAM 9

GA-181

EXAM 10

GA-182

TEMPORARY PARTITION3'

-0

" M

IN

3'

5"

PATIENT CIRCULATION TO BE RE-ROUTING AROUND

CENTRAL WORK STATION DURING THIS PHASE - TEMP

SIGNAGE TO BE PROVIDED

T

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P1

EXISTING

HEADWALL TO

REMAIN, PROTECT

IN PLACE DURING

CONSTRUCTION

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P2

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P1

GA-181

EXISTING FRAME TO

REMAIN, LEAF TO BE

REPLACED, REUSE

EXISTING HARDWARE; PAINT

FRAME P1

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P1

EXISTING SINK TO REMAIN

3'

0" 6"

3'

6"

AS501

TYP

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P1

EXISTING

HEADWALL TO

REMAIN, PROTECT

IN PLACE DURING

CONSTRUCTION

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P1

EXISTING SINK TO REMAIN

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P1

GA-182

EXISTING FRAME TO

REMAIN, LEAF TO BE

REPLACED, REUSE

EXISTING HARDWARE; PAINT

FRAME P1

WALL PROTECTION

WAINSCOT, AS

SCHEDULED

BASE AS SCHEDULED

P3

3'

0" 6"

3'

6"

AS501

TYP

WALL REMARKS

W1. REMOVE WALL MOUNTED MOVABLE FURNISHINGS, TAPE OFF & PROTECT FIXED

DEVICES CONNECTED TO MEPFP DURING RENOVATION.

W2. REPAIR AND PATCH GWB DAMAGE.

W3. NEW PAINT THROUGHOUT.

W4. NEW WALL PROTECTION WAINSCOT ALL WALLS.

W5. PICK RESISTANT SEALANT AT ALL JOINT AND MATERIAL INTERFACES.

FLOORING/BASE REMARKS

F1. REMOVE EXISTING FLOORING & BASE.

F2. INSTALL NEW WSF1 FLOORING & INTEGRAL BASE, INSTALL TRANSITION WITH

ADJACENT FLOORING AT DOOR.

CEILING REMARKS

C1. REMOVE CEILING AS REQUIRED TO INSTALL NEW HVAC PIPING, REINSTALL

EXISTING CEILING AFTER HVAC INSTALLATION COMPLETE.

C2. CLEAN AND REPLACE DAMAGED CEILING TILES & EXISTING DEVICES, MINIMAL

REPLACEMENT EXPECTED.

C3. DEMOLISH PORTIONS OF EXISTING CEILING AS REQUIRED TO INSTALL LIGATURE-

RESISTANT FIXTURES. PATCH AND REPAIR GWB AS REQUIRED TO CREATE EVEN

SURFACE AND PAINT.

C4. RELOCATE (1) LIGHT FIXTURE.

DOOR REMARKS

D1. REPLACE DOOR LEAF WITHIN EXISTING FRAME, REUSE EXISTING HARDWARE.

D2. REPLACE CARD READER AT EXISTING DOOR.

D3. NEW LIGATURE RESISTANT DOOR AND HARDWARE.

WINDOW REMARKS

G1. PAINT FRAME P1.

HVAC REMARKS

H1. ABOVE CEILING PIPING WORK, TEMPORARY REMOVAL OF CEILING.

H2. NEW LIGATURE-RESISTANT CEILING DEVICES.

H3. NEW ROOFTOP EQUIPMENT.

ELECTRICAL REMARKS

E1. NEW CARD READER.

E2. TEMPORARY REMOVAL OF CEILING FOR ABOVE CEILING WORK, DISCONNECT

ELECTRICAL DEVICES ARE REQUIRED.

E3. CONNECTIONS TO NEW ROOFTOP EQUIPMENT.

E4. RELOCATE (1) LIGHT FIXTURE.

E5. NEW LIGATURE-RESISTANT CEILING & WALL DEVICES.

FIRE PROTECTION REMARKS

FP1. NEW LIGATURE-RESISTANT SPRINKLER(S) PER FP DRAWINGS.

ICRA LEVEL OF PRECAUTION: REFER TO SPECIFICATIONS FOR FULL REQUIREMENTS

BY LEVEL OF ICRA PRECAUTIONS REQUIRED.

RENOVATION SCOPE REMARKS

1 HOUR FIRE RESISTANCE RATED PARTITION (TOP:

NEW; BOTTOM: ETR)

UNRATED NEW PARTITION

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

WALL INDICATIONS

ED SPACES NOT IN SCOPE (MAY BE

IMPACTED BY TEMP. ICRA

PARTITIONS, SEE DEMO PLANS)

IMPACTED BY RENOVATIONS FOR

CEILING/UTILITY CONNECTION

WORK ONLY

IN SCOPE

ROOM INFILL

FINISH SCHEDULE

P1 PAINT - BM WHITE DOWN

GWB PAINTED GYPSUM WALL

BOARD CEILING

P2 PAINT - SW KOI POND

P3 PAINT - SW BREEZY

WP1 WALL PROTECTION - INPRO

PALLADIUM RIGID SHEET W/ RICOCHET

TOP CAP - ANTIQUE WHITE

WSF1 SHEET VINYL - MANNINGTON PARADIGM II FLOW - EXEMPLAR

RB1 RESILIENT BASE - MANNINGTON IDEAL BASE - GRAY BEIGE

Room name

XXXX

XXXX

XXXX

XXXX

101ROOM

NUMBER

ROOM NAME

BASE

FLOOR

CEILING

WALL

FINISHES

ALL FINISHES IN TAG ARE FIELD

FINISHES, ACCENTS NOTED ON PLANS

TEMPORARY PARTITION*

*PROVIDE TEMPORARY PARTITIONS AND SYSTEMS AS REQUIRED TO MEET ICRA

PRECAUTIONS DURING CONSTRUCTION AND UPON COMPLETION OF EACH

PHASE. SEE ROOM SCHED. FOR PRECAUTION LEVEL. ALL TEMPORARY

PARTITION LAYOUTS TO BE APPROVED BY VA PRIOR TO INSTALLATION, 4'-0"

CLEAR WIDTH MINIMUM TO BE MAINTAINED AT PATIENT AREA CORRIDORS

THROUGHOUT CONSTRUCTION, 3'-0" TO BE MAINTAINED AT OTHER AREAS.

NOT IN SCOPE

CG1 CORNER GUARD - ACROVYN SM-10

#100 EGGSHELL - VIF HEIGHT FROM

TOP OF BASE TO CEILING

(ALL PRODUCTS LISTED BELOW ARE B.O.D.)

P4 PAINT - BM WILD MULBERRY

DEMOLITION KEY NOTES*

REMOVE DOOR LEAF, FRAME TO REMAIN IN PLACE, RETAIN EXISTING HARDWARE

FOR REUSE AT DOOR.

REMOVE FURNISHINGS, EQUIPMENT, CUBICLE CURTAIN, AND SIGNAGE THAT ARE

NOT CONNECTED TO BUILDINGS SERVICES FROM THROUGHOUT ROOM

TEMPORARILY.

TAPE-OFF AND PROTECT HARD-WIRED DEVICES AND EQUIPMENT INCLUDING AT

CEILINGS AND HEADWALL DURING CONSTRUCTION

DEMO PORTIONS OF CEILING FOR INSTALLATION OF NEW DEVICES.

TEMPORARILY REMOVE PORTIONS OF CEILING FOR ABOVE CEILING MEPFP WORK

FLOORING, BASE, AND WALL PROTECTION TO BE REMOVED

*REFER TO SHEET GI002 FOR GENERAL NOTES

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 PhaseARCHITECT STAMPCONSULTANTS 523A4-20-205

VAMC WEST ROXBURY

EXPAND EMERGENCY

DEPARTMENT

William Pevear Architects, Inc.

872 Massachusetts Ave. Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

Alares Engineering

248 Copeland Street, 2nd Floor Quincy, MA 02169

T: 617.481.6390

MEP/FP ENGINEER

Drawing Scale

321 4 5 6 7 8

A

B

C

D

E

321 4 5 6 7 8

1400 VFW PARKWAY, WEST ROXBURY, MA 02132

01/31/2024

CODE CONSULTANT

Hastings Consulting

142 Hanlon Road Holliston, MA 01746

T: 508.397.8417

N

C :\U se rs

\a do rn \D oc um en ts

\1

3-

VA

W R

E D

E xp an si on -re st or ed _a do rn w illi am pe ve ar .c om .rv t 4/

/2

4:

:3

PM

1/4" = 1'-0"

AS407

PHASE 7 - EXAM 9 (GA-180) &

EXAM 10 (GA-182) - DEMOLITION

& NEW DRAWINGS

SCALE: 1/4" = 1'-0"

PHASE 7 - NEW - ENLARGED PLAN - EXAM 9 (GA-180) & EXAM 10

(GA-182)

SCALE: 1/4" = 1'-0"

03 PHASE 7 - ENLARGED RCP - EXAM 9 (GA-180) & EXAM 10 (GA-182)

SCALE: 1/4" = 1'-0"

PHASE 7 - DEMO - ENLARGED PLAN - GA-181 (EXAM 9) & GA-182

(EXAM 10)

SCALE: 1/4" = 1'-0"

07 GA-181 (EXAM 9) - 4

SCALE: 1/4" = 1'-0"

06 GA-181 (EXAM 9) - 3

SCALE: 1/4" = 1'-0"

05 GA-181 (EXAM 9) - 2

SCALE: 1/4" = 1'-0"

04 GA-181 (EXAM 9) - 1

SCALE: 1/4" = 1'-0"

11 GA-182 (EXAM 10) - 4

SCALE: 1/4" = 1'-0"

10 GA-182 (EXAM 10) - 3

SCALE: 1/4" = 1'-0"

09 GA-182 (EXAM 10) - 2

SCALE: 1/4" = 1'-0"

08 GA-182 (EXAM 10) - 1

Room Schedule - Scope Summary - Phase 7

ROOM INFO ARCHITECTURAL

HVAC ELECTRICAL PLUMBING

FIRE

PROTECTION

ICRA LEVEL OF

PRECAUTION OTHER NOTESNUMBER NAME AREA (±) PHASE WALLS

FLOORING &

BASE CEILING DOOR WINDOW

GA-181 EXAM 9 111 SF 7 W1, W2, W3, W4 F1, F2 C2 D1 N/A N/A N/A N/A N/A IV

GA-182 EXAM 10 112 SF 7 W1, W2, W3, W4 F1, F2 C2 D1 N/A N/A N/A N/A N/A IV

PHASE 7

Revision: Date:

Addendum #1 04/18/2025

PANEL TYPE FRAME TYPE

2" 2"

2"

VARIES

F0HG

6"6"

3'- 6"

3'- 0"

FG

6" 6"

6" 1'-

0"

ARMOR PLATE & EDGE

GUARD AT BOTH SIDES, TYP.

2'- 8"

STRETCHER PLATE, KICK PLATE &

EDGE GUARD AT BOTH SIDES, TYP.

6"

KICK PLATE

STRETCHER

PLATE

EDGE

GUARD

ARMOR

PLATE

3'

6"

EDGE

GUARD

OR ETR

PARTITION AS SCHEDULED

SEALANT

0'

- 2

0' - 0 1/2"0' - 0 1/2"

0' - 1 15/16"VARIES0' - 1 15/16"

PARTITION THICKNESS + 1-1/8"

DOOR AS

SCHEDULED

0'

- 0

5/ 8"

JOINT SEALANT

AND BACKING BOTH

SIDES

NOTE: PICK

RESISTANT

SEALANT AT MH

ROOM SIDE

JAMB ANCHOR

REFER TO DOOR

SCHEDULE FOR

FRAME PROFILE

DOOR AS

SCHEDULED

SCHEDULED/EXISTING PARTITION

SC

HE

DU

LE

D/

EX

IS

TI

NG

P

AR

TI

TI

ON

4" T

YP

T TEMPORARY PARTITION

TEMPORARY PARTITIONS GENERAL NOTES:

1. TEMPORARY PARTITIONS SHALL BE LGMF WITH 1/2"

GWB OR 5/8" TYPE X GWB FOR FIRE RATING, SEALED.

PLASTIC FILMS SHALL NOT BE ACCEPTED.

2. PREENGINEERED SYSTEMS, STARC OR EQUAL IN LIEU

OF LGMF ARE ACCEPTABLE.

3. PROVIDE ACOUSTIC INSULATION FOR ALL TEMPORARY

PARTITIONS.

4. PROVIDE RATED TEMPORARY PARTITIONS FOR RATED

SPACES.

5. DOOR OPENINGS WITHIN CONSTRUCTION AREA SHALL

BE SEALED. TEMPORARILY REMOVE AND STORE DOOR

LEAF FOR REUSE IF OPENING IS REQUIRED TO ALLOW

FOR CONTRACTOR ACCESS.

6. IN LOCATIONS WHERE WORK ABOVE CEILINGS SHALL

BE DONE PARTITION SYSTEMS SHALL EXTEND TO U/S OF

STRUCTURE.

CONCRETE SLAB

VINYL FLOORING

INTEGRAL VINYL BASE

6"

WAINSCOT AS SCHEDULED

TOP CAP AS SCHEDULED

5/ 8"

FILLET STRIP

JOINT SEALANT

INTEGRAL BASE TOE

2"

3' -6

" T

YP

PICK RESISTANT

SEALANT AT MENTAL

HEALTH SPACES

CONCRETE SLAB

FLOORING SEAMVINYL FLOORING

0'

- 0

1/ 8"

CONCRETE SLAB

ACCESSIBLE FLOOR

TRANSITION STRIPVINYL FLOORING

0'

- 0

1/ 8"

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 PhaseARCHITECT STAMPCONSULTANTS 523A4-20-205

VAMC WEST ROXBURY

EXPAND EMERGENCY

DEPARTMENT

William Pevear Architects, Inc.

872 Massachusetts Ave. Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

Alares Engineering

248 Copeland Street, 2nd Floor Quincy, MA 02169

T: 617.481.6390

MEP/FP ENGINEER

Drawing Scale

321 4 5 6 7 8

A

B

C

D

E

321 4 5 6 7 8

1400 VFW PARKWAY, WEST ROXBURY, MA 02132

01/31/2024

CODE CONSULTANT

Hastings Consulting

142 Hanlon Road Holliston, MA 01746

T: 508.397.8417

N

C :\U se rs

\a do rn \D oc um en ts

\1

3-

VA

W R

E D

E xp an si on -re st or ed _a do rn w illi am pe ve ar .c om .rv t 4/

/2

4:

:3

PM

As indicated

AS501

PARTITION DETAILS, DOOR

SCHEDULE & DETAILS, INTERIOR

DETAILS

Door Schedule - New Work

DOOR FRAME

FIRE

RTG

HW

SET Comments

WIDTH

(VIF)

WIDTH BY

PANEL

HEIGHT

PANEL

TYPE MATERIAL

GLASS TYPE

MATE

RIALP1 P2 P1 P 2 P1 P2

CG-20 7' - 0" 3' - 6" 3' - 6" 7' - 0" ETR ETR ETR ETR ETR ETR ETR HW-4 REPLACE CARD READER, TIE-IN TO DOOR OPERATOR TO ACTUATE CG-25 7' - 0" 3' - 6" 3' - 6" 7' - 0" ETR ETR ETR ETR ETR ETR ETR HW-4 REPLACE CARD READER, TIE-IN TO DOOR OPERATOR TO ACTUATE

CG-26 6' - 10 1/4" 7' - 0" ETR ETR ETR ETR ETR ETR HW-4

ES-1 4' - 0" 4' - 0" 7' - 10" G EG -- G EG -- HW-2 NEW EXTERIOR GATE

GA-145 3' - 0" 3' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-146 3' - 0" 3' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-147 3' - 0" 3' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-169 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-170 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-171 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-172 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-173 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-178 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-179 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-180 4' - 0" 4' - 0" 7' - 0" HG SWD G-2 F0 HM -- HW-1 NEW LIGATURE-RESISTANT DOOR, FRAME, & HARDWARE (P1

MATERIAL REV. ADDENDUM #1)

GA-181 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-182 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-184 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-186 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY GA-187 4' - 0" 4' - 0" 7' - 0" FG SCW G-1 ETR ETR -- HW-3 NEW LEAF AND DOOR PROTECTION ONLY

KEY DOOR CONSTRUCTION DESCRIPTION

EG EXTERIOR GATE

ETR EXISTING TO REMAIN

SCW SOLID CORE WOOD

SWD SECURITY WOOD DOOR (WOOD VENEER METAL DOOR,

BOD AMBICO SECURITY WOOD DOOR)

KEY FIRE RATING DESCRIPTION

-- NONE

45 45 MIN

90 90 MIN

ETR EXISTING TO REMAIN - NOT MODIFIED

KEY GLASS TYPE DESCRIPTION

-- NO GLASS REQUIRED

ETR EXISTING TO REMAIN GLASS

G-1 LAMINATED SAFETY GLASS (080000 GL0-1) (ADDENDUM #1)

G-2 SECURITY GLASS (080000 GL-2) (ADDENDUM #1)

KEY FRAME CONSTRUCTION DESCRIPTION

EG EXTERIOR GATE

ETR Existing to Remain HM Frame - Repaint

HM HOLLOW METAL

SCALE: 6" = 1'-0"

11 TYP. HOLLOW METAL DOOR FRAME HEAD/JAMB DETAIL

SCALE: 6" = 1'-0"

12 TYP. FRAME LOCATION AT PERPENDICULAR PARTITION

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

13 TYPE "T" - TEMPORARY PARTITION

SCALE: 6" = 1'-0"

TYP. WALL BASE DETAIL INTEGRAL BASE WITH WAINSCOT AT

SHEET VINYL FLOORING

SCALE: 6" = 1'-0"

15 TYP. FLOOR TRANSITION VINYL TO VINYL

REPLACE CARD READER, TIE-IN TO DOOR OPERATOR TO ACTUATE

KEY HARDWARE TYPE DESCRIPTION

HW-1 MH EXAM DOOR HW - BEST LIGATURE RESISTANT LEVER

SET SPSL SERIES (LISL/LISE (MORTISE) WITH PRIVACY

LOCK; TYPICAL BUTT HINGES AT CORRIDOR SIDE; TYPICAL

DOOR STOP AT EXTERIOR; TYPICAL CLOSER AT CORRIDOR

SIDE

HW-2 (ADDENDUM #1) EXTERIOR GATE HARDWARE:HINGES: 180

DEGREE GATE HINGES PER LEAF; POSITIVE LOCKING GATE

LATCH PERMITTING OPERATION FROM BOTH SIDE OF GATE,

WITH PROVISIONS FOR PADLOCKING ACCESSIBLE FROM

BOTH SIDES OF GATE; PADLOCKS: BY VA; PROVIDE TYPICAL

CHAIN LINK FENCE SPRING LOADED CLOSER.

HW-3 (ADDENDUM #1) REUSE EXISTING HW AT NEW DOOR LEAF;

PROVIDE NEW EDGE GUARD, KICK PLATE & STRETCHER

PLATE BOTH SIDES.

HW-4 (ADDENDUM #1) HW ETR - REPLACE CARD READER, TIE-IN

NEW CARD READER TO DOOR OPERATOR ACTUATION

GENERAL DOOR NOTES:

1. REFER TO SHEET GI120 FOR TAGGED CORRIDOR DOOR LOCATIONS FOR CARD READER REPLACEMENT

2. VERIFY DOOR DIMENSIONS IN FIELD FOR EXACT DOOR LEAF REPLACEMENT SIZE.

3. DOOR HARDWARE STANDARDS TO BE VERIFIED WITH CURRENT VA STANDARDS PRIOR TO INSTALLATION.

DOOR PROTECTION: ARMOR PLATES, KICK PLATES, STRETCHER PLATES AND DOOR EDGING

1. CONFORM TO ANSI STANDARD A156.6.

2. KICK PLATES, STRETCHER AND ARMOR PLATES OF METAL, TYPE J100 SERIES.

3. PROVIDE KICK PLATES AND MOP PLATES WHERE SPECIFIED. KICK PLATES SHALL (12 INCHES) HIGH. KICK, ARMOR AND STRETCHER PLATES SHALL BE MINIMUM 1.58 MM (0.062 INCHES) THICK, BEVELED ON ALL 4 EDGES (B4E). ON PUSH SIDE OF DOORS WHERE JAMB STOP EXTENDS TO FLOOR, MAKE KICK PLATES 38 MM (1-1/2 INCHES) LESS THAN WIDTH OF DOOR. EXTEND ALL OTHER KICK AND MOP PLATES TO WITHIN 6 MM (1/4 INCH) OF

EACH EDGE OF DOORS.

4. ARMOR PLATES SHALL BE MINIMUM 1.58 MM (0.062 INCHES) THICK, 1066 MM (42 INCHES) HIGH AND 38 MM (1-1/2 INCHES) LESS THAN WIDTH OF DOORS. PROVIDE ARMOR PLATES BEVELED ON ALL 4 EDGES (B4E). WHERE TOP OF INTERMEDIATE RAIL OF DOOR IS LESS THAN 1066 MM (42 INCHES) FROM DOOR BOTTOM, EXTEND ARMOR

PLATES TO WITHIN 13 MM (1/2 INCH) OF TOP OF INTERMEDIATE RAIL.

5. PROVIDE SURFACE TYPE STAINLESS STEEL EDGE GUARDS, EQUAL TO BURNS MFG. 302 SERIES AT ALL WOOD DOORS. PROVIDE EDGE GUARDS OF BEVEL AND THICKNESS TO MATCH WOOD DOOR. PROVIDE EDGE GUARDS WITH FACTORY CUT-OUTS FOR DOOR HARDWARE THAT MUST BE INSTALLED THROUGH OR EXTEND THROUGH THE EDGE GUARD. PROVIDE FULL-HEIGHT EDGE GUARDS. FORWARD EDGE GUARDS TO WOOD DOOR

MANUFACTURER FOR FACTORY INSTALLATION ON DOORS.

23 DOOR SCHEDULE, LEGENDS, & NOTES

Revision: Date:

Addendum #1 04/18/2025

1 ADDENDUM #1 NOTE:

1. PROVIDE FACTORY FINISH. PROVIDE VENEER AND FINISH PER

090600: SLICED WHITE MAPLE VENEER, CLEAR FINISH

2. ALL REPLACEMENT DOOR LEAVES/DOORS TO MATCH EXISTING

RATING; BASED ON EXISTING AS BUILT DRAWINGS PROVIDED BY VA,

ALL DOORS IN SCOPE ASSUMED UNRATED WITH EXCEPTION OF

CORRIDOR DOORS WHICH ARE EXISTING TO REMAIN.

DN

AS70116

SECURITY FENCE WITH ACCESS GATE.

PROVIDE GATE HARDWARE W/ POSITIVE

GATE LATCH WITH PROVISIONS FOR

PADLOCKING FROM BOTH SIDES OF GATE

AS701

EXISTING PARAPET

TO REMAIN

AS701

NEW REINFORCED

CONCRETE LANDING

PAD AT BASE OF STAIR

STAIR SUPPORT

COLUMNS BY MANUF.

SWITCHBACK PREFAB ALUMINUM ACCESS STAIR;

OSHA COMPLIANT. 36" WIDE, OPEN RISER SKID

RESISTANT BAR GRATE TREADS. PROVIDE CONCRETE

MOUNTING PAD AT LANDING AND CONCRETE

SUPPORT PIERS AS REQUIRED. PROVIDE NEOPRENE

SUPPORT PADS FOR ROOFTOP LANDING CROSS

OVER. 1 1/2" DIAMETER PIPE HANDRAILS.

AS701

2'-4" CLEAR

4 1/2"10"

EQ EQ

EQ EQ

OVERALL

± 7' - 11"

EXISTING EXTERIOR WALL TO FAR EDGE OF

STAIR. OVERALL WIDTH TO BE VERIFIED WITH

DELEGATED DESIGN STAIR SYSTEM

LANDING CLEAR WIDTH

TO MATCH CLEAR

WIDTH AT STAIR RUNS

Ground Level 0' - 0"

Level 1 13' - 10"

0"

VI

F

3'

0"

EXISTING PARAPET

TO REMAIN

AS701

SECURITY FENCE

WITH ACCESS GATE

MAINTAIN 6" MIN. CLEARANCE FOR

ACCESS TO EXISTING EXTERIOR DOOR

STAIR SUPPORTS,

CONNECT AT STRINGER

AND BRACE AS REQ'D BY

DELEGATED DESIGNER

CONCRETE FENCE POST

FOOTING, 42"X12"

AS701

8'

0"

6" MIN.

10' - 0" 4' - 4" 4' - 4"

AS702

TYP

EXISTING PARAPET

TO REMAIN

AS701

AS702

TYP

SECURITY FENCE

WITH ACCESS GATE

STAIR SUPPORTS,

CONNECT AT STRINGER

AND BRACE AS REQ'D BY

DELEGATED DESIGNER

AS701

/2

3'

1/

2"

AS702

TYP

AS702

TYP

AS702

TYP

AS702

AS702

TYP

HAUNCHED SLAB AT

STAIR SUPPORTS

SET SLAB

ELEVATION AT 1"

ABOVE HIGHEST

GRADE AT STAIR

FOOTPRINT

1" M

IN

7"

9"

8" CONCRETE BELOW GRADE MIN.

EXISTING LOW ROOF VI

F

3'

0"

EXISTING PARAPET TO REMAIN

BRIDGE OVER PARAPET

NON-PENETRATING

ROOF MOUNTING PAD

STAIR SUPPORTS, CONNECT

AT STRINGER AND BRACE

AS REQ'D BY DELEGATED

DESIGNER

AS702

TYP

± 7' - 11"± 2' - 2"

AS701

3'

1/

2" 6'

9' - 0" 9' - 6"

SECURITY FENCE WITH

ACCESS GATE. PROVIDE

GATE HARDWARE W/

POSITIVE GATE LATCH WITH

PROVISIONS FOR

PADLOCKING FROM BOTH

SIDES OF GATE

NEW REINFORCED

CONCRETE LANDING

PAD AT BASE OF

STAIR. DO NOT TIE

NEW CONCRETE PAD

FOR STAIR TO

EXISTING BUILDING.

AS702

TYP

STAIR SUPPORTS,

CONNECT AT STRINGER

AND BRACE AS REQ'D BY

DELEGATED DESIGNER

EXISTING EXTERIOR WALL

PROVIDE ±1/2”

EXPANSION JOINT

WITH JOINT FILLER

AT INTERSECTION

WITH EXTERIOR

WALL OF EXISTING

BUILDING.

AS70116

AS701

AS701

AS701

SECURITY FENCE WITH ACCESS GATE.

PROVIDE GATE WITH HARDWARE FOR PAD

LOCK.

EXISTING BUILDING

NEW REINFORCED

CONCRETE LANDING

PAD AT BASE OF STAIR

SWITCHBACK PREFAB ALUMINUM ACCESS STAIR;

OSHA COMPLIANT. 36" WIDE, OPEN RISER SKID

RESISTANT BAR GRATE TREADS. PROVIDE CONCRETE

MOUNTING PAD AT LANDING AND CONCRETE

SUPPORT PIERS AS REQUIRED. PROVIDE NEOPRENE

SUPPORT PADS FOR ROOFTOP LANDING CROSS

OVER. 1 1/2" DIAMETER PIPE HANDRAILS.

9' - 6"

NOTE: PREFAB STAIR AND RELATED

FOUNDATION SYSTEMS, SECURITY GATE,

AND SECURITY ENCLOSURE SHALL BE

DELEGATED DESIGN. CONTRACTOR TO

PROVIDE STAMPED AND SIGNED

ENGINEERING DRAWINGS. CONTRACTOR

SHALL PROVIDE TOPOGRAPHIC SURVEY OR

CONDUCT ON SITE FIELD INVESTIGATIONS

AS REQUIRED AND PROVIDE GROUND

PENETRATING RADAR SCANS IN IMPACTED

AREAS TO COORDINATE BELOW GRADE

WORK WITH EXISTING CONDITIONS.

NOTE: CONTRACTOR TO PROVIDE SURVEY

OF AREA AND DELEGATED DESIGN FOR

STAIR CONNECTION AT GROUND AND

PREFABRICATED STAIR

BASIS OF DESIGN: UPSIDE INNOVATIONS

OSHA COMPLIANT ALUMINUM STAIR TOWER

6' - 10" O.C.

3'

0" O

.C

3'

0" O

.C

2'-4" CLEAR

3' - 0"

STAIR SUPPORTS,

CONNECT AT STRINGER

AND BRACE AS REQ'D BY

DELEGATED DESIGNER

4 1/2"

10"

MAINTAIN 6" CLEARANCE

FOR ACCESS TO EXISTING

EXTERIOR DOOR

4'

4"

4' -0

" G

AT

E

4'

4"

8' - 6"

NOTE: ROOF MAINTENANCE ACCESS STAIR

TO MEET OSHA REQUIREMENTS. NO

ACCESS BY GENERAL PUBLIC.

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 PhaseARCHITECT STAMPCONSULTANTS 523A4-20-205

VAMC WEST ROXBURY

EXPAND EMERGENCY

DEPARTMENT

William Pevear Architects, Inc.

872 Massachusetts Ave. Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

Alares Engineering

248 Copeland Street, 2nd Floor Quincy, MA 02169

T: 617.481.6390

MEP/FP ENGINEER

Drawing Scale

321 4 5 6 7 8

A

B

C

D

E

321 4 5 6 7 8

1400 VFW PARKWAY, WEST ROXBURY, MA 02132

01/31/2024

CODE CONSULTANT

Hastings Consulting

142 Hanlon Road Holliston, MA 01746

T: 508.397.8417

N

C :\U se rs

\a do rn \D oc um en ts

\1

3-

VA

W R

E D

E xp an si on -re st or ed _a do rn w illi am pe ve ar .c om .rv t 4/

/2

4:

:3

PM

As indicated

AS701

EXTERIOR STAIR ENLARGED

PLAN AND SECTIONS

SCALE: 1/4" = 1'-0"

14 EXTERIOR STAIR ENLARGED ROOF PLAN

SCALE: 1/4" = 1'-0"

16 EXTERIOR STAIR ELEVATION

SCALE: 1/4" = 1'-0"

23 EXTERIOR STAIR SECTION 1

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

22 EXTERIOR STAIR PARAPET SECTION

SCALE: 1/4" = 1'-0"

21 EXTERIOR STAIR SECTION 2

SCALE: 1/4" = 1'-0"

12 EXTERIOR STAIR ENLARGED LEVEL 1 PLAN

Revision: Date:

STRUCTURAL ALUMINUM

STRINGER

OPEN RISER SKID RESISTANT

BAR GRATE TREADS

7"

11"

STRUCTURAL ALUMINUM

STRINGER

OPEN RISER SKID RESISTANT

BAR GRATE TREADS

FOOTPLATE ANCHORED

TO SLAB AS REQ'D BY

DELEGATED DESIGNER

STRUCTURAL ALUMINUM STRINGER

OPEN RISER SKID RESISTANT

BAR GRATE TREADS

SKID RESISTANT BAR GRATE

LANDING

LANDING SUPPORT AS REQ'D

BY DELEGATED DESIGNER.

STRUCTURAL ALUMINUM

STRINGER

OPEN RISER SKID

RESISTANT BAR GRATE

TREADS

SKID RESISTANT BAR

GRATE LANDING

LANDING SUPPORT AS REQ'D

BY DELEGATED DESIGNER.

END VIEW ELEVATION

TOP VIEW

STRINGER W/ GUARDRAIL ON TOP

4 1/2"

HANDRAIL BRACKET

TO POST

2" TYP. STRINGER

ALUMINUM HANDRAIL

ALUMINUM GUARDRAIL

3'

0"3'

6"

2" TYP. STRINGER

2 1/2" TYP.

ALUMINUM HANDRAIL

ALUMINUM GUARDRAIL

ALUMINUM

HANDRAIL

ALUMINUM

GUARDRAIL

COLUMN FOOTPLATE

ANCHORED TO SLAB AS REQ.

BY DELEGATED DESIGNER

PREFAB ALUMINUM STAIR POST

AND ATTACHMENT DETAIL AS

PER MANUFACTURER

NOTE: SEE STRUCTURAL DETAIL FOR

CONCRETE AND ANCHOR PLATE INFORMATION

HAUNCH/ REINFORCE PAD

AT STAIR COLUMNS AS

REQ. BY MANUFACTURER

NON-PENETRATING ROOF

MOUNTING PAD

EXISTING ROOF

MOUNTING PLATE BY

DELEGATED DESIGNER

ROOF AGGREGATE

3'- 0"

3'- 6"

STRUCTURAL ALUMINUM

STRINGER

OPEN RISER SKID

RESISTANT BAR GRATE

TREADS

ALUMINUM HANDRAIL

ALUMINUM GUARDRAIL

CONCRETE SLAB

TYPICAL CORNER

POST FOOTING

TYPICAL LINE

POST FOOTING

SEE PLAN

8'

0"

SECURITY FENCE AND

ACCESS GATE BY

DELEGATED DESIGNER

CONCRETE FOOTING, SEE

STRUCTURAL FOR ADDITIONAL

INFORMATION

GALVANIZED STEEL

CHAIN LINK

FENCING, TYP.

GALVANIZED STEEL

FENCE POST, TYP.

PAD ELEVATION ±4" ABOVE GRADE

MIN., W/ 1/8" PER 1'-0" CROSS SLOPE.

THE EXISTING GRADE SLOPE VARIES,

SET NEW PAD TO MIN. 6" STEP AT

GATE ACCESS.

CONCRETE PAD TO BE POURED

OVER CONCRETE FENCE FOOTINGS

BE

LO

W G

R

AD

E

4' -0

" M

IN

1' - 0" TYP.

POSITIVE GATE

LATCH WITH

PROVISIONS FOR

PADLOCKING

FROM BOTH

SIDES OF GATE

8"

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 PhaseARCHITECT STAMPCONSULTANTS 523A4-20-205

VAMC WEST ROXBURY

EXPAND EMERGENCY

DEPARTMENT

William Pevear Architects, Inc.

872 Massachusetts Ave. Suite 2-9 Cambridge, MA 02139

T: 617.335.5186

Alares Engineering

248 Copeland Street, 2nd Floor Quincy, MA 02169

T: 617.481.6390

MEP/FP ENGINEER

Drawing Scale

321 4 5 6 7 8

A

B

C

D

E

321 4 5 6 7 8

1400 VFW PARKWAY, WEST ROXBURY, MA 02132

01/31/2024

CODE CONSULTANT

Hastings Consulting

142 Hanlon Road Holliston, MA 01746

T: 508.397.8417

N

C :\U se rs

\a do rn \D oc um en ts

\1

3-

VA

W R

E D

E xp an si on -re st or ed _a do rn w illi am pe ve ar .c om .rv t 4/

/2

4:

:3

PM

As indicated

AS702

EXTERIOR STAIR DETAILS

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

12 TYP. STAIR DETAIL - TYPICAL TREAD

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

11 TYP. STAIR DETAIL - BOTTOM CONNECTION TO SLAB

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

13 TYP. STAIR DETAIL - TOP CONNECTION TO LANDING

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

14 TYP. STAIR DETAIL - BOTTOM CONNECTION TO LANDING

SCALE: 1" = 1'-0"

22 TYP. STAIR DETAIL - GUARDRAIL AT LANDING

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

16 TYPICAL STAIR SUPPORT COLUMN FOOTING

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

15 TYP. STAIR DETAIL - BOTTOM CONNECTION TO EXISTING ROOF

SCALE: 1" = 1'-0"

23 TYP. STAIR DETAIL - GUARDRAIL TERMINATION

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

25 CHAIN LINK FENCE DETAIL

NOTE: ROOF MAINTENANCE

ACCESS STAIR TO MEET OSHA

REQUIREMENTS. NO ACCESS BY

GENERAL PUBLIC.

Revision: Date: