631-21-011 Bid Drawings_Part2.pdf

EXTERIOR FINISH SCHEDULE

MATERIAL MANUFACTURER STYLE COLOR TEXTURE

MODULAR FIELD BRICK - RUNNING BOND

CAST STONE WINDOW SILL

MORTAR COLOR AT MODULAR BRICK

ALUMINUM STOREFRONT WINDOW

TYPICAL WINDOW GLAZING

HOLLOW METAL DOOR AND FRAME

GALV. STEEL RELIEVING ANGLES

PAINTED WHERE EXPOSED (AT WINDOWS

IN BRICK FACADE)

ALUM ARCHITECTURAL WALL

FLASHING/FASCIA/GUTTERS

(PAINTED)

GLEN-GERY 56DD MATCH EXIST BRICK

BY CONTRACTOR

3-5/8" x 7-5/8" x 48"

MATCH EXIST SILL

MATCH EXIST MANUF. TYPE S MATCH EXIST COLOR CONCAVE JOINT

MATCH ALUM. PANEL

MEDIUM TINT

FS-24084 - DARK BRONZE

MATCH BRICK COLOR

ANTIQUE COPPER SMOOTH

BY CONTRACTOR COPPER MATCH EXIST. BLDG

MODULINE

BY CONTRACTOR

PRE-MANUF.

ARCH. SLATE SHINGLES* CAMARA SLATE PROD. .251 / 660 LBS UNFADING GREEN; S1 SIZE: 12" W X 18" L

& DOWNSPOUTS

CONC. FOUNDATION WALLS FINISH BY CONTRACTOR MATCH EXIST. MATCH EXIST. RUBBED CONC. FIN.

LIGHT BRONZE

BY CONTRACTOR HPC PAINT ON

PAINTED EQUIPMENT & HANDRAILS BY CONTRACTOR MATCH EXIST. MATCH EXIST. N/A

EXTERIOR CONCRETE SIDEWALKS BY CONTRACTOR LIGHT BROOM FINISH MED. SANDBLAST ACCENTS N/A

MODULAR ACCENT BRICK -

DOUBLE SOLDIER COURSE

GLEN-GERY 56DD

STOREFRONT 1/1

GENERAL CONTRACTOR TO SUBMIT A FINAL SAMPLE TO THE VA COR PRIOR TO PLACING THE FINAL ORDER.

MATCH EXIST BRICK

MATCH EXIST BRICK

MATCH EXIST BRICK

MATCH EXIST BRICK

MATCH EXIST BRICK

MATCH EXIST SILL

DOOR & FRAME

PANELS

MATCH EXIST. BLDG

ALL STOREFRONT WINDOWS TO INCLUDE INTERIOR MINI BLINDS.

PLUSB.O.D. ALUCOBOND

CRAWL SPACE GRATE STYLE LOUVER MASTER FLOW 16" X 8" DIE-CAST ALUMINUM MILL FINISH

ROOF SNOW GUARD MAT ALPINE SNOWGUARDS (3) ROWS, MAT TYPE COPPER N/A

*THE MANUFACTURER, B.O.D. ALPINE, WILL PROVIDE A RECOMMENDED SNOW AND ICE GUARD LAYOUT DURING THE SHOP DRAWING

REVIEW PHASE OF THE PROJECT.

VENT

NEW EXIST.

NEW EXIST.

8"

'-8

'-8

WALL EDGE OF NEW

CRAWL SPACE BEYOND

WALL EDGE OF EXISTING

BASEMENT BEYOND

1' -4

9'

-4

1' -4

9'

-4

1' -4

2'

-0

162'-6" 16

E.J.

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

BASEMENT

-11' - 6"

T.O. ELEV. SHAFT

24' - 0"

3 7

NEWEXIST.

NEWEXIST.

A

114A

EXIST. ATTIC FLOOR

22' - 8"

ROOF PEAK

31' - 1"

WALL EDGE OF NEW CRAWL SPACE BEYOND

WALL EDGE OF EXISTING BASEMENT BEYOND

2' -8

'-8

'-4

2'-4"3'-4"1'-11"

INSULATED COMPOSITE PANEL

7'-4"6'-4"1/2"

3'-8" 3'-8"

5 TRUSS BEARING HT.

24' - 8"

M

AT

C H

E

XI

ST

3'

-2

2' -0

1'

-4

(5 ) E

Q . P

AN

EL

S 9'

-4

1' -4

(5

) E Q

. P

AN

EL

S

9' -4

1'

-4

ROOF CRICKET PEAK

28' - 9"

E.J.

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

BASEMENT

-11' - 6"

ELEVATOR PIT

-15' - 4"

T.O. ELEV. SHAFT

24' - 0"

BASEMENT ENTRY

-7' - 5"

A

A

L1 L1

EXIST. ATTIC FLOOR

22' - 8"

ROOF PEAK

31' - 1"

FLOOR LINE OF EXISTING BASEMENT BEYOND

BOTTOM OF CRAWL SPACE BEYOND

2' -8

'-8

'-8

8"

2 2

7'-0" 4'-3" 3'-4" 4'-3" 7'-0"

1'-11" 2'-4" 1'-8" 1'-8" 2'-4" 1'-11"

INSULATED COMPOSITE PANEL

11'-10"

TRUSS BEARING HT.

24' - 8"

4' -0

8"

4' -5

3'

-1

4' -5

3'

-0

4'-3" 3'-4" 4'-3"

1' -1

0" (3

) E Q

. P

AN

EL

S

6' -0

1'

-4

(5 ) E

Q . P

AN

EL

S 9'

-4

1' -4

(5

) E Q

. P

AN

EL

S

9' -4

1'

-4

1/

2" 3' -3

"4 1/

2"

6 1/2"

15 15

ROOF CRICKET PEAK

28' - 9"

T.O. ELEV. SHAFT

24' - 0"

EXIST. ATTIC FLOOR

22' - 8"

ROOF PEAK

31' - 1"

4"

PREFINISHED AL PANEL

12'-7" 4"

PREFINISHED AL PANEL

12'-7"

BRICK VENEER

WRAP FACE OF FASCIA AND

SOFFIT W/ PREFINISHED ALUM

PANEL, TO MATCH COLOR OF

NEW COMPOSITE PANEL

TRUSS BEARING HT.

24' - 8"

COPPER GUTTER AND

DOWNSPOUT TO MATCH

COLOR OF EXIST.

FIRE RATED DEMISING PARTITION BEYOND

CONTINUOUS COPPER STEP

FLASHING, EXTEND FROM

FACE OF NEW EXTERIOR

SHEATHING TO UNDERSIDE

OF NEW SLATE TILE ROOFING,

OVERLAP 12" MIN, TYPICAL

NEW COPPER THROUGH WALL

STEP FLASHING, AT BRICK

VENEER EXTEND FROM FACE

OF EXTERIOR SHEATHING TO

UNDERSIDE OF NEW SLATE

TILE ROOFING, OVERLAP 12"

MIN, TYPICAL

NEW RAFTER AND DECK

SYSTEM OVER EXIST ROOF

STRUCT. SEE STRUCT DWGS

EXISTING ROOF DECK

AND STRUCTURE

NEW PREFINISHED ALUM

SYSTEM TO MATCH SOFFIT

5:125:12

MAX

2'-0"

ROOF CRICKET PEAK

28' - 9"

3/8" THICK POWDERCOAT METAL

COVER, WITH PAINTED FINISH TO

MATCH WALL COLOR.

(6) 3/8" GALV. HEX BOLTS, NUTS AND

WASHERS FOR REMOVABLE

ACCESS

2" X 2" POWDER COATED WALL

BRACKETS. ANCHOR TO WALL

WITH GALV. THREADED LAG

BOLTS INTO STRUCTURAL (3)

BOLTS PER BRACKET

MINI-SPLIT CONDENSING UNIT

BRACKET DIMENSIONS WILL

NEED TO BE ADJUSTED TO

THE FINAL MAKE AND MODEL

DIMENSIONS OF THE UNIT.

1' -4

VA

R

IE

S O

N U

N

IT

S

IZ

E 2'

-4

2" 1'-10" +/-

3"

1'-0"

1'-0"

4"

2" 1'-10" +/-

2'-7" +/-

3'-6"

EXIST. WALL SURFACE

2"

FRONT ELEVATIONSECTION A

2"

POWDER COATED

SNOW HOOD AND

METAL WALL BRACKET

2 x 2 POWDER COATED

TUBE STEEL WITH

WELDED CONNECTIONS

AND CLOSED ENDS.

(3) 5/8" GALV.

THREADED LAG BOLTS

(EACH BRACKET) WITH

HIGH STRENGTH

ADHESIVE

(2) POWDER COATED

METAL WALL BRACKETS.

PAINT TO MATCH HOOD.

(2) 5/8" GALV.

THREADED LAG BOLTS

(EACH BRACKET) WITH

HIGH STRENGTH

ADHESIVE

PROVIDE SLOTTED

HOLE IN BRACKET

FOR BOLTED

CONNECTION OF

UNIT ATTACHEMENT

ON ALL 4 CORNERS.

A E-A-200

(6) 3/8" GALV. HEX BOLTS, NUTS AND

WASHERS FOR REMOVABLE

ACCESS

1-1/2" x 1-1/2" POWDER COATED

TUBE STEEL WITH WELDED

CONNECTIONS.

2 x 2 POWDER COATED TUBE STEEL

WITH WELDED CONNECTIONS AND

CLOSED ENDS.

Engineers Architects

# KEY NOTES:

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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E-A-200

EAGLE (BUILDING 25) EXTERIOR

ELEVATIONS

8 13OKM

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

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

NORTH ELEVATION

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

SOUTH ELEVATION

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

EAST ELEVATION

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

1 NEW SLATE TILE ROOF TO MATCH EXISTING.

2 NEW BRICK VENEER TO MATCH EXISTING,

3 NEW 16" THICK CONCRETE FOUNDATION WALL, W/

CHAMFERED UPPER EDGE. REMOVE CONCRETE

FORMS WHILE CONCRETE IS STILL "GREEN" &

PROVIDE A RUBBED SURFACE. NEW FINISH TO

MATCH EXISTING CONCRETE FOUNDATION FINISH.

SEE STRUCTURAL DWGS.

4 SOLDIER COURSE BRICK, 2 ROWS

5 NEW COPPER GUTTER AND DOWNSPOUT TO

MATCH COMPOSITE PANEL.

6 NOT USED.

7 NEW 8" THICK CONCRETE FOUNDATION WALL. W/

CHAMFERED UPPER EDGE. REMOVE CONCRETE

FORMS WHILE CONCRETE IS STILL "GREEN" &

PROVIDE A RUBBED SURFACE. NEW FINISH TO

MATCH EXISTING CONCRETE FOUNDATION FINISH.

SEE STRUCTURAL DWGS.

8 NEW GUARDRAIL AND HANDRAIL. SEE CIVIL DWGS

FOR MORE INFORMATION.

9 NEW 5" RE-INFORCED CONCRETE SLAB OVER TOP

OF EXISTING UTILITY TUNNEL WALLS. SEE

STRUCTURAL DRAWINGS.

10 REMOVE AND REINSTALL EXISTING COPPER

GUTTER AND DOWNSPOUTS TO COMPLETE NEW

WORK.

11 NEW DECORATIVE PREFINISHED ALUM. LOUVER W/

INSECT SCREEN TO MATCH COMPOSITE PANEL.

12 EXISTING WINDOW TO REMAIN. PROTECT DURING

CONSTRUCTION.

13 NEW COPPER GUTTER AND DOWNSPOUT TO

MATCH EXISTING.

14 EXISTING DOOR TO REMAIN. PROTECT FROM

DAMAGE DURING CONSTRUCTION.

15 ALL EXISTING MASONRY TO REMAIN SHALL BE

CLEANED AND REPOINTED. REPLACE ANY

DAMAGED BRICK.

16 WALL PACK. SEE ELEC. DWGS.

17 MINI-SPLIT CONDENSING UNIT W/ WALL MOUNTED

BRACKET. SEE MECH DWGS FOR MORE

INFORMATION.

18 PVC CONDENSATE COVER FOR MINI-SPLIT, PAINT

TO MATCH BRICK.

19 INDIVIDUAL COPPER SNOW GUARDS DESIGNED

NOT TO PENETRATE SLATE SHINGLES. 3 ROW

SPACING - 24" O.C. HORIZ. WITH THE MIDDLE ROW

STAGGERED 12".

20 CONDENSING UNIT METAL SNOW COVER. SEE

DETAIL 5/E-A-200.

21 COPPER CONDENSATE LINE. SEE PLUMB.

DRAWINGS FOR MORE INFORMATION

A. REFER TO SHEET E-A-100 FOR DOOR SCHEDULE AND

DETAIL.

B. REFER TO SHEET E-A-301 FOR WINDOW SCHEDULES

AND DETAILS.

C. SEE CIVIL DRAWINGS FOR ADDITIONAL GRADING

INFORMATION.

D. G.C. TO REVIEW CIVIL, STRUCTURAL, INTERIOR,

MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND

LOW VOLTAGE DRAWINGS AND SPECIFICATIONS FOR

OTHER NEW WORK REQUIREMENTS.

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

WEST ELEVATION / SECTION @ ROOF

0 2 4 8 0 2 4 8 0 2 4 8

0 1 2 4 0 2 4 8

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

SNOW HOOD AND WALL BRACKET DETAIL

DocuSign Envelope ID: 541ADAB3-2504-4B07-BAA0-A19CCA635BA3

6/28/2023

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

A

BASEMENT

-11' - 6"

ELEVATOR PIT

-15' - 4"

T.O. ELEV. SHAFT

24' - 0"

CD B

BASEMENT ENTRY

-7' - 5"

E-A-301

1_____ E-A-301

3 3 E-A-300 _____ 1

E-A-300

STAIR

STAIR

ELEVATOR

LOBBY

CONNECTING

CORRIDOR

CRAWL SPACE

EXIST. ATTIC FLOOR

22' - 8"

ROOF PEAK

31' - 1"

TRUSS BEARING HT.

24' - 8"

ELEV.

CAB

E-A-300

ROOF CRICKET PEAK

28' - 9"

UL RATING

2 HR - D-985

UL RATING

1 HR - U-404

UL RATING

1 HR

UL RATING

2 HR - D-985

UL RATING

1 HR

NEW PIT LADDER

SEE G-006 FOR

MORE INFO.

ELEV.

SHAFT

P25

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

BASEMENT

-11' - 6"

E-A-300

ELEVATOR PIT

-15' - 4"

T.O. ELEV. SHAFT

24' - 0"

A

114A

STAIR

STAIR

CRAWL SPACE

E-A-302

EXIST. ATTIC FLOOR

22' - 8"

6 6

TRUSS BEARING HT.

24' - 8"

NEW EXIST.

NEW EXIST.

-8'-0"

MUD SLAB

ROOF CRICKET PEAK

28' - 9"

UL RATING

2 HR - D-985

EXISTING

1 HR WALL

RATING

1 HR FIRE RATED

EXTERIOR WALL

SYSTEM PER UL

FWFO.EWS0038

E.J.

E-A-300

E-A-300

CONNECTING

CORRIDOR

OFFICERS

LOCKER ROOM

AND BREAK

AREA

OFFICE

ELEV. EQUIP.

ROOM

MATERIAL

STORAGE

NEW EXIST.

NEW EXIST.

E-A-200

E-A-300

E-A-300

ELEV.

CAB

EXISTING

1 HR WALL

RATING

UL RATING

2 HR - D-985

UL RATING

1 HR

UL RATING

1 HR

1 HR FIRE RATED

EXTERIOR WALL

SYSTEM PER UL

FWFO.EWS0038

UL RATING

1 HR - I-504

N

EW

S

TR

U C

TU

R

AL

O

PE

N

IN

G

9' -8

UL RATING

1 HR - U-415

E.J.

ELEV.

SHAFT

P25

FIRST FLOOR

0"

BASEMENT

-11' - 6"

CD

4"

8" 1'-4"

-8'-0"

MUD SLAB

1' -0

ELEVATOR PIT

-15' - 4"

4"

ELEV. EQUIP.

ROOM

P25

ELEV. SHAFT

143" R

IG

ID

IN

SU

L.

2'

-0

3" RIGID INSUL.

2'-0"

T.O. ELEV. SHAFT

24' - 0"

EXIST. ATTIC FLOOR

22' - 8"

ROOF PEAK

31' - 1"

TRUSS BEARING HT.

24' - 8"

ROOF CRICKET PEAK

28' - 9"

NEW SLATE TILE

ROOF ON STRUCT

TRUSS FRAMING,

SEE E-A-102 FOR

ADT'L INFORMATION

SEE STRUCT. DWGS

FOR TRUSS DESIGN

PRE FINISHED AL WRAPPED SOFFIT

AND FASCIA. COLOR TO MATCH

COMPOSITE PANEL.

SEE STRUCT. DWGS

FOR TOP OF ELEVATOR

SHAFT DETAIL.

CMU WALL

SEE STRUCT. DWGS

(2) 5/8" TYPE "X" GYPSUM

BOARD

PRE FINISHED ALUM PANEL

MIN.

3 1/2"

EXIST ROOF RAFTERS AND

DECK

CONT PRE FINISHED ALUM FLASHING

OVER SELF ADHESIVE ICE AND WATER

ROOFING UNDERLAYMENT. SECURED

W/SELF ADHERED FLASHING TAPE

1 HR FIRE RATED EXTERIOR WALL

SYSTEM PER UL FWFO.EWS0038

(2) TRUSSES SEPARATED BY A

LAYER OF 5/8" GYPSUMBOARD

6" BATT INSULATION

FILL TRUSS VOIDS W/ 4" STONE

WOOL BATT INSULATION

T.O. ELEV. SHAFT

24' - 0"

EXIST. ATTIC FLOOR

22' - 8"

ROOF PEAK

31' - 1"

TRUSS BEARING HT.

24' - 8"

PRE FINISHED AL WRAPPED

SOFFIT AND FASCIA. COLOR TO

MATCH COMPOSITE PANEL.

BRICK VENEER

MORTAR GUARD FULL HEIGHT

OF 2" AIR CAVITY

2" RIGID INSULATION

LIQUID APPLIED VAPOR

BARRIER

FIBER GLASS FACED

SHEATHING

Engineers Architects

# KEY NOTES:

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:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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E-A-300

EAGLE (BUILDING 25) ELEVATOR

BUILDING SECTION & WALL SECTIONS

9 13OKM

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: 1/4" = 1'-0"

BUILDING SECTION NORTH-WEST0 2 4 8 0 2 4 8 0 2 4 8

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

STAIR SECTION NORTH-EAST

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

ELEVATOR SECTION NORTH-EAST

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

1 NEW GUARDRAIL AND HANDRAIL. SEE CIVIL DWGS

FOR MORE INFORMATION.

3 NEW (45 MIN) FIRE RATED, ACCESS DOOR IN

EXISTING OPENING.

4 NEW (3") SEMI-RIGID STONE WOOL THERMAL

INSULATION BOARD, AT UNDERSIDE OF FIRST

FLOOR, TYPICAL.

5 NEW 5" CONCRETE SLAB OVER TOP OF

ENGINEERED FILL. SEE STRUCTURAL DRAWINGS.

6 SEE STRUCTURAL DRAWINGS FOR FOOTING DEPTH

AND ADDITIONAL INFORMATION.

7 NEW WATERPROOF MEMBRANE ON THE INTERIOR

WALL SIDE OF THE ELEVATOR PIT AND EXTERIOR

OF FOUNDATION WALL. EXTEND TO BASEMENT

FLOOR LEVEL.

8 NEW RIGID INSULATION.

9 VAPOR BARRIER

10 CONTINUOUS FOUNDATION DAMP PROOFING, FULL

HEIGHT OF WALL OVERLAP W/ VAPOR BARRIER

BELOW

11 COMPACTED SELECT GRANULAR FILL

12 CONCRETE FOUNDATION WALL, SEE STRUCT.

DWGS.

13 SELF ADHERED NON-PERMEABLE MEMBRANE, W/

PROTECTION BOARD. TURN DOWN AT FOOTING,

OVERLAP W/ VAPOR BARRIER AT FOOTING BELOW.

14 2" RIGID INSULATION.

15 NEW 8" AND 16" THICK CONCRETE FOUNDATION

WALL, W/ CHAMFERED UPPER EDGE. REMOVE

CONCRETE FORMS WHILE CONCRETE IS STILL

"GREEN" & PROVIDE A RUBBED SURFACE. NEW

FINISH TO MATCH EXISTING CONCRETE

FOUNDATION FINISH. SEE STRUCTURAL DWGS.

16 INSTALL DOOR AND FRAME AFTER ALL ELEVATOR

EQUIPMENT HAS BEEN INSTALLED IN ROOM.

17 (2) LAYERS OF 5/8" TYPE "X" GYPSUM BOARD FULL

LENGTH AND WIDTH OF TRUSSES.

18 1 HOUR RATED, INSULATED, PREFINISHED ALUM.

ATTIC HATCH.

19 PROVIDE NEW ALUMINUM CRAWL SPACE VENT.

20 PROVIDE R-38 BATT INSULATION ON TOP OF THE (2)

LAYERS OF GYP. BD. TOTAL ROOF R-VALUE

SHOULD BE MIN. R-49 TO MAX R-60. 3" OF RIGID

INSULATION IS INDICATED ON TOP OF THE ROOF

SHEATHING FOR A COMBINED DESIGNED R-VALUE

OF R-56.

21 CONNECT NEW 6" PERFORATED DRAIN TILE TO

STORM SYSTEM. SEE CIVIL DRAWINGS FOR MORE

INFORMATION.

A. SEE STRUCTURAL DRAWINGS FOR FOOTING DEPTH

AND ADDITIONAL INFORMATION.

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

AT RAMP LANDING

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

AT ELEV. EQUIP ROOM0 1 2 4

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

ROOF TO WALL DETAIL

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

ROOF TO WALL DETAIL 0 1 2 40 1 20 1 2

FOUNDATION WALLFOUNDATION WALL

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

BASEMENT

-11' - 6"

ELEVATOR PIT

-15' - 4"

T.O. ELEV. SHAFT

24' - 0"

BASEMENT ENTRY

-7' - 5"

TRUSS BEARING HT.

24' - 8"

EXISTING ROOF BEYOND

EXISTING WALL AND

BASEMENT ENTRY DOOR

BEYOND

PREFINISHED AL GUTTER AND

DOWNSPOUT, COLOR TO

MATCH COMPOSITE PANEL

NEW SLATE TILE ROOF ON

STRUCTURAL TRUSS

FRAMING, SEE E-A-102 FOR

ADT'L INFORMATION

EXISTING FASCIA &

GUTTER BEYOND. MODIFY

GUTTER FOR NEW

ADDITION

EXIST. BRICK VENEER WALL

AND WINDOW BEYOND

METAL FLASHING W/ DRIP

EDGE WITH WEEPS AND

BACKER ROD

SEE STRUCT. DWGS

FOR TRUSS BEARING DETAILS

PRE FINISHED AL WRAPPED

SOFFIT AND FASCIA. COLOR

TO MATCH COMPOSITE PANEL.

SEE STRUCT.

DWGS FOR

TOP OF

ELEVATOR

SHAFT DETAIL.

BRICK VENEER WITH AIR

SPACE AND FULL HEIGHT

MORTAR GUARD OVER RIGID

INSULATION ON LIQUID

APPLIED MOISTURE BARRIER

OVER CMU BACKUP WALL

SYSTEM

EXIST. BRICK VENEER WALL

AND WINDOW BEYOND

ROOF CRICKET PEAK

28' - 9"

(2) 5/8" TYPE "X"

GYPBOARD

R-38 BATT INSULATION

2" COVER BOARD OVER

WATERPROOF MEMBRANE

LIQUID APPLIED MOISTURE

BARRIER ON ALL

EXTERIOR BELOW GRADE

FOUNDATION WALLS

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

BASEMENT

-11' - 6"

TRUSS BEARING HT.

24' - 8"

PREFINISHED AL GUTTER

AND DOWNSPOUT, COLOR

TO MATCH COMPOSITE

PANEL

NEW STOREFRONT

WINDOW

BRICK VENEER WITH AIR

SPACE AND FULL HEIGHT

MORTAR GUARD OVER RIGID

INSULATION ON LIQUID

APPLIED MOISTURE BARRIER

OVER CMU BACKUP WALL

SYSTEM

TRUSS SYSTEM,

SEE STRUCT

DWGS

NEW SLATE TILE

ROOF TO MATCH

EXISTING OVER

1"x 2" LATH IN 12"

CROSS HATCH

PATTERN.

SECURE TO

PLYWOOD USING

SS FASTENERS.

NEW GUARDRAIL,

SEE CIVIL DRAWINGS

SCHEDULED DOOR

CAST IN PLACE STRUCT

CONC SLAB, FOUNDATION

WALL AND FOOTING, SEE

STRUCT DWGS

EXIST. BRICK VENEER WALL

AND WINDOW BEYOND

SCHEDULED

CEILING

CONCRETE

LANDING &

STAIRS

BEYOND

EXISTING FASCIA &

GUTTER BEYOND. MODIFY

GUTTER FOR NEW

ADDITION

PREFINISHED

AL WRAPPED

SOFFIT AND

FASCIA. COLOR

TO MATCH

COMPOSITE

PANEL.

E-A-301

E-A-301

2" COVER BOARD OVER

WATERPROOF MEMBRANE

3/4" TONGUE AND GROOVE

TREATED PLYWOOD

DECKING OVER METAL

TRUSS SYSTEM. SECURE

USING SS FASTENERS.

3/4" TONGUE AND GROOVE

TREATED PLYWOOD

DECKING OVER 3" RIGID

INSULATION. SECURE

USING SS FASTENERS.

CONT VAPOR

BARRIER TO

UNDERSIDE OF

MUD SLAB ABOVE

ROOF CRICKET PEAK

28' - 9"

4' -1

1" 7'

-6

7' -2

3' -2

JOISTS, SEE

STRUCT DWGS.

JOIST, SEE

STRUCTURAL DWGS.

(2) 5/8" TYPE "X"

GYPBOARD

R-38 BATT INSULATION

LIQUID APPLIED MOISTURE

BARRIER ON ALL

EXTERIOR BELOW GRADE

FOUNDATION WALLS

1/2"

ROOF PEAK

31' - 1"

CEILING AS SCHEDULED

CEILING AS SCHEDULED

7/8" HAT CHANNEL

5/8" GYPSUM WALL

BOARD

5/8" GYPSUM WALL

BOARD ON 6" METAL

STUD FRAMING W/

BATT INSULATION

E-A-301

PROVIDE SOLID

SURFACE WINDOW

SILL STOOL

PRE-FINISHED ALUM.

THROUGH WALL

FLASHING W/ FACTORY

FORMED DRIP EDGE

AND WEEPS, 24" O.C.

ALUM. LOUVER, REFER

TO MECHANICAL

DRAWINGS

STRUCTURAL CAST IN

PLACE CONCRETE

FOUNDATION WALL W/

CHAMFER TOP, SEE

STRUCTURAL DRAWINGS

ROOF OUTRIGGER

AND FASCIA TRIM

INSULATED ALUM.

COMPOSITE PANEL ON

RIGID INSULATION ON

LIQUID APPLIED VAPOR

BARRIER ON CMU BACKUP

WALL SYSTEM

TERMINATE FURRED OUT

WALL ABOVE CEILING

STOREFRONT WINDOW

INSULATED ALUM.

COMPOSITE PANEL ON 2"

RIGID INSULATION ON

LIQUID APPLIED MOISTURE

BARRIER ON CMU BACKUP

WALL SYSTEM

SEE STRUCT DWGS

FOR CONCRETE SLAB

FLOOR BEARING &

CONNECTION DETAILS

5/8" GYPSUM WALL

BOARD ON 6" METAL

STUD FRAMING W/

BATT INSULATION

STRUCTURAL FOOTING,

SEE STRUCTURAL

DRAWINGS

6"

SEE STRUCT. DWGS

FOR TRUSS BEARING

DETAILS

PRE FINISHED ALUM.

WRAPPED SOFFIT AND

FASCIA. COLOR TO MATCH

COMPOSITE PANEL. 6" METAL STUDS @ 16"

O.C.. FILL CAVITY WITH

THERMAL INSULATION

DECORATIVE LOUVER.

COLOR AND FINISH TO

MATCH COMPOSITE

PANELS

5/8" FIBERGLASS FACED

SHEATHING

RIGID INSULATION ON

LIQUID APPLIED VAPOR

BARRIER

E-A-301

E-A-301

(2) 5/8" TYPE "X"

GYPBOARD

SEE STRUCT. DWGS

FOR TRUSS DESIGN

R-38 BATT

INSULATION

1'-2"

2" COVER BOARD OVER

WATERPROOF MEMBRANE

LIQUID APPLIED MOISTURE

BARRIER ON ALL

EXTERIOR BELOW GRADE

FOUNDATION WALLS

LIQUID APPLIED MOISTURE

BARRIER ON ALL INTERIOR

BELOW GRADE

FOUNDATION WALLS IN

CRAWL SPACE

1/2"BACKER ROD & SEALANT

2" 5"

PRE FINISHED ALUM.

LOUVER

16" CONCRETE

FOUNDATION WALL.

SEE STRUCT. DWGS.

BRICK VENEER

MORTAR GUARD

2" RIGID INSUL.

CONTINUOUS

LIQUID APPLIED

MOISTURE

BARRIER

CAST STONE SILL

TO MATCH EXIST.

STOREFRONT

WINDOW

3/4" SOLID

SURFACE

WINDOW SILL

2"x4" TREATED WOOD

BLOCKING, (4) SIDES

OF OPENING

1" 3"

5"

SE

E

PL

AN

S

VA

R

IE

S

2"

PROVIDE BLOCK

FILL FOR A SMOOTH

SURFACE, PRIME

AND 2 COATS OF

PAINT

(2) LAYERS OF 5/8",

FIRE TREATED

PLYWOOD

3/4" SOLID SURFACE

WINDOW SILL

5/8" GYP BOARD JAMB

BEYOND

1" 3" 5" 7"

BRICK VENEER

MORTAR GUARD.

FULL HEIGHT OF

WALL, TYP.

2" RIGID INSUL.

LIQUID APPLIED

MOISTURE

BARRIER

CAST STONE SILL

TO MATCH EXIST.

GROUT FILLED 8"x4"x16"

LINTEL CMU BLOCK

2"x4" TREATED WOOD

BLOCKING, (4) SIDES

OF OPENING

LIQUID APPLIED

MOISTURE BARRIER

STOREFRONT

WINDOW SET IN

PREFINISHED ALUM.

SUB SILL W/

UPTURNED INTERIOR

FLASHING LEG.

3 1/2"

2"

2" 7 1/2"

PROVIDE BLOCK FILL

FOR A SMOOTH

SURFACE, PRIME AND

2 COATS OF PAINT

5/8" GYP BOARD

JAMB

BRICK VENEER

MORTAR GUARD. FULL

HEIGHT OF WALL, TYP.

2" RIGID INSUL.

LIQUID APPLIED

MOISTURE BARRIER

GROUT FILLED CMU

LINTEL. SEE STRUCT.

DWGS

GALV. LOOSE LINTEL

SEE STRUCT. DWGS

LIQUID APPLIED

MOISTURE BARRIERSTOREFRONT

WINDOW

SELF ADHESIVE

MEMBRANE FLASHING

OVER STAINLESS

STEEL THROUGH

WALL FLASHING

WEEPS @ 32" O.C.

MAX.

STAINLESS STEEL

THROUGH WALL

FLASHING, W/ 1/4"

DRIP EDGE

SCHEDULED CEILING

3" 5"

SEE PLANS

VARIES

3 1/2" 2" 2" 7 1/2"

1'-3"

PROVIDE BLOCK FILL

FOR A SMOOTH

SURFACE, PRIME AND

2 COATS OF PAINT

2" 5"

2" 1'

-4

2 1/2"

PRE FINISHED ALUM.

LOUVER, SET IN SUB SILL

W/ UPTURNED INTERIOR

FLASHING LEG

BACKER ROD

& SEALANT

BACKER ROD

& SEALANT

BACKER ROD

& SEALANT

BACKER ROD

& SEALANT

16" CONCRETE

FOUNDATION WALL.

SEE STRUCT. DWGS.

1/ 2"

1/ 2"

WATER PROOF

SHIMS AS REQD.

WATER PROOF

SHIMS AS REQD.

BATT INSULATION

6" STUD WALL

5/8" GYPBOARD

5/8" GYP BOARD JAMB

2" RIGID INSUL.

LIQUID APPLIED

MOISTURE

BARRIER

GROUT FILLED CMU

LINTEL. SEE STRUCT.

DWGS

2"x4" TREATED WOOD

BLOCKING

CONTINUOUS, LIQUID

APPLIED MOISTURE

BARRIER

STOREFRONT

WINDOW

SELF ADHESIVE

MEMBRANE FLASHING

OVER THROUGH

WALL FLASHING

PREFINISHED ALUM

THROUGH WALL

FLASHING, W/ 1/4"

DRIP EDGE

SCHEDULED CEILING

5"

SEE PLANS

VARIES

2 1/2" 2" 7 1/2" 6" 1/2"

COMPOSITE METAL

PANEL RAINSCREEN,

SEE ELEVATIONS

FOR JOINT PATTERN

VENTED HAT CHANNEL

BACKER ROD AND

SEALANT

INSULATED ALUM.

COMPOSITE PANEL

MORTAR GUARD

2" RIGID INSUL.

CONTINUOUS

LIQUID APPLIED

MOISTURE

BARRIER

STOREFRONT

WINDOW

BATT INSULATION

6" STUD WALL

5/8" GYPBOARD

3/4" SOLID SURFACE

WINDOW SILL

5/8" GYP BOARD

JAMB

2"x4" TREATED

WOOD BLOCKING, (4)

SIDES OF OPENING

5"

SE

E

PL

AN

S

VA

R

IE

S

1" 1/ 2"

6"

1/ 2"

2"

1/ 2"

1' -7

1/

2"

BATT INSULATION

6" STUD WALL

5/8" GYPBOARD

(2) LAYERS OF 5/8",

FIRE TREATED

PLYWOOD

3/4" SOLID SURFACE

WINDOW SILL

5/8" GYP BOARD

JAMB

INSULATED ALUM.

COMPOSITE PANEL

SEE ELEVATIONS

FOR JOINT

PATTERN

BACKER ROD AND

SEALANT

2" RIGID INSUL.

LIQUID APPLIED

MOISTURE

BARRIER

GROUT FILLED

8"x4"x16" LINTEL

CMU BLOCK

2"x4" TREATED

WOOD BLOCKING, (4)

SIDES OF OPENING

LIQUID APPLIED

MOISTURE BARRIER

STOREFRONT

WINDOW SET IN

PREFINISHED ALUM.

SUB SILL W/

UPTURNED INTERIOR

FLASHING LEG.

5"

SEE PLANS

VARIES 1"

2 1/2" 2 1/2" 2"

7 1/2" 6" 1/2"

BRICK VENEER

JAMB BEYOND

VENTED HAT CHANNEL

BATT INSULATION

6" "CH" STUD WALL

5/8" TYPE "X"

GYPBOARD

5/8" TYPE "X"

GYPBOARD

AL

IG

N

AL

IG

N

5/8" TYPE "X"

GYPBOARD SET IN

BED OF FIRE

SEALANT

6" SHAFTWALL

"J" RUNNER

6" SHAFTWALL

"J" RUNNER

FIRE CAULK

FIRE CAULK

3' -3

2' -1

1/

2" 1"

1/

2"

1/

2"

4'-0"

1/

2"

4' -5

4' -0

2"

1/ 2"

2'-11"

3'-4"

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#

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

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E-A-301

EAGLE (BUILDING 25) WALL SECTIONS

AND DETAILS

10 13OKM

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

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

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

ELEVATOR SHAFT & PIT

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

STAIR & RAMP LANDING

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

LOBBY & CRAWL SPACE

WALL SECTION @WALL SECTION @

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

LOUVER JAMB DETAIL

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

WINDOW JAMB DETAIL

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

WINDOW SILL DETAIL

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

WINDOW HEAD DETAIL

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

LOUVER HEAD & SILL DETAIL

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

WINDOW HEAD DETAIL @ METAL PANEL

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

WINDOW JAMB DETAIL @ METAL PANEL

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

WINDOW SILL DETAIL @ METAL PANEL

WALL SECTION @ ELEVATOR

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

INFILL DETAIL

Scale: 1" = 1'-0"

ALUM. LOUVER DETAIL

Scale: 1" = 1'-0"

WINDOW A

UP

DN

C

E-A-300

1'-0" 8 1/2" 3'-10" 9T@11"

8'-3" 7'-2 1/2"

5" 8'

-4

/2

8' -3

/2

2 1/2"

6 1/2"

3'-10" 9T@11"

8'-3" 7'-2 1/2"

STAIR

E-A-302

3' -8

1/ 2"

3' -8

5/8" GYPBOARD "CAP"

TURN GYPBOARD "CAP"

DOWN TO FLOOR LINE

AND ALIGN W/ WALL

3'-0 1/2"

CL

WALL BLOCKING FOR

HANDRAIL ATTACHMENT

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

SEE STRUCT DWGS

L 3x3x5/16

SEE STRUCT

DWGS

E-A-302

E-A-302

E-A-302

'-6

R

9/

5' -9

R

9/

5'

-9

2' -1

0" 2'

-1 0"

2' -1

0"

1'-11" 9T@11"

8'-3"

1'-0" 9T@11"

8'-3" 1'-0"

C

E-A-300

8 1/2" 3'-10 1/2" 9T@11"

8'-3" 7'-2 1/2"

5" 8'

-1

1/ 2"

8 1/2" 3'-10 1/2" 9T@11"

8'-3" 7'-2 1/2"

8' -1

1/

2"

STAIR

E-A-302

3' -8

1/ 2"

3' -8

2"

2'-11"

CL

WALL BLOCKING FOR

HANDRAIL ATTACHMENT

STEEL HANDRAIL

BRACKETS @ 4'-0" OC MAX

1 1/2" DIA. STEEL HANDRAIL

3 3/4"

MIN.

2 1/4"

(AFF)

2'-10"

1/4"

ANCHOR BRACKETS TO

STRUCTURE IN WALL

WELD HANDRAIL TO

BRACKET - GRIND SMOOTH

AT TERMINATIONS OF HANDRAIL

PROVIDE SHARP 90° RETURN TO

WALL WITH CLEARANCE.

1 1/2"

PROVIDE BLOCKING FOR

HANDRAIL AS REFERENCED

ON DWG 1/E-A-302

CAST-IN-PLACE SLAB ON

METAL DECK

STRUCTURAL STEEL FRAMING

SEE STRUCT DWGS

STEEL ANGLE - SEE STRUCT

DWGS

12" CAST-IN-PLACE CONCRETE

WALL

2"

SEE STRUCT DWGS

STAIR STRINGER

1 1/2" SQUARE STEEL

TUBE, PAINTED

1 1/2" SQUARE STEEL TUBE,

PAINTED, WELDED TO STRINGER

BELOW AT 4'-0" O.C. MAX

1 1/2" SQUARE STEEL TUBE

GUARDRAIL, PAINTED

1 1/2" STEEL TUBE HANDRAIL,

PAINTED

INFILL WITH VERTICAL 1/2" SQUARE

STEEL TUBE PICKETS, 4" O.C. MAX.,

PAINTED

3' -6

2"

2' -1

0"

EXPANSION BOLT

STRINGER BEYOND

SEE STRUCT DWGS FOR

STRUCTURAL SUPPORT

1 1/2" SQUARE STEEL TUBE

GUARDRAIL, PAINTED

1 1/2" STEEL TUBE HANDRAIL, PAINTED

1/2" SQUARE STEEL TUBE, PAINTED

1 1/2" SQUARE STEEL TUBE,

PAINTED, WELDED TO STRINGER

BELOW AT 4'-0" O.C. MAX

1 1/2" SQUARE STEEL TUBE, PAINTED

7" M

AX

3' -6

2' -1

0"

1'-0"

3'

- 6

3/4" 3/4"

1 1/2" SQUARE STEEL TUBE

GUARDRAIL, PAINTED

1/2" SQUARE STEEL TUBE,

PAINTED

1 1/2" STEEL TUBE HANDRAIL,

PAINTED

1 1/2" SQUARE STEEL TUBE,

PAINTED, WELDED TO STRUCT

BELOW, GRIND SMOOTH

1/

2" 3"

2"

1/ 2"

E-A-302

SEE DETAIL FOR

MORE INFORMATION

2" R

IS

ER

2"

CONCRETE FILL

SEE STRUCT DWGS FOR

STRUCTURAL SUPPORT

ONE PIECE RUBBER

STAIR TREAD/RISER

NOSING 1" TREAD

MC STRINGERS. REFER TO

STAIR MANUFACTURER FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

C

STRINGER

STRINGER

3 5/8" METAL STUD

GYP BOARD

CMU WALL

CONCRETE LANDING

1 HR FIRE RATED 6"

METAL STUD & 1 LAYER

OF GYP BOARD EA SIDE

4" CONCRETE LANDING

8'-4 1/2"

2 1/2" 2 1/2"

CONCRETE LANDING

3'-8" 7" 3'-8"

3 5/8" STUDS W/ 5/8"

GYPBOARD "CAP" TO SPAN

OPENING BETWEEN STAIR

STRINGERS, CONTINUOUS

FROM INTERMEDIATE

LANDING & 1ST FLOOR.

PROVIDE INTERIOR

WALL BRACING FOR

STAIR STRINGER

SUPPORT AND

ATTACHMENT

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

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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8H L.

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E-A-302

EAGLE (BUILDING 25) ENLARGED STAIR

PLANS, SECTION, AND DETAILS

11 13OKM

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

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

ENLARGED PLAN - STAIR 1 LEVEL 1

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

STAIR SECTION DETAIL

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

ENLARGED PLAN - STAIR 2 LEVEL 2

Scale: 3" = 1'-0"

DETAIL @ HANDRAIL AND WALL

Scale: 1" = 1'-0"

DETAIL @ LANDING AND WALL

Scale: 1" = 1'-0"

DETAIL @ STAIR AND LANDING

Scale: 1" = 1'-0"

DETAIL @ STAIR AND SLAB

Scale: 1" = 1'-0"

DETAIL @ STAIR RAILING

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

DETAIL @ TREAD AND RAISER

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

STAIR LANDING SECTION DETAIL

NORTH

0 1 2 4

NORTH

0 1 2 4

B

E-A-303

5' -0

C

LE

AR

NEW PIT LADDER

E-A-400

Sim

ELEV.

CAB

P25

B

7' -6

E-A-303

E-A-303

ELEV.

CAB

P25

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

BASEMENT

-11' - 6"

ELEVATOR PIT

-15' - 4"

T.O. ELEV. SHAFT

24' - 0"

BASEMENT ENTRY

-7' - 5"ELEV.

CAB

SEE STRUCTURAL DRAWINGS FOR TRUSS FRAMING

RATED CEILING ASSEMBLY AT TOP OF ELEVATOR SHAFT

SLATE ROOFING SYSTEM TO MATCH EXISTING

FIRE RATED EXTERIOR ASSEMBLY

ELEVATOR DOOR

OPENING BEYOND

ELEVATOR DOOR

OPENING BEYOND

STRUCTURAL CONCRETE

FOUNDATION WALL, SEE

STRUCT. DRAWINGS

TERMINATE FURRED

PARTITION 6" ABOVE

CEILING, TYPICAL

FINISH CEILING

SEE FINISH SCHEDULE

FOR NEW FLOORING

SEE ROOM FINISH

SCHEDULE FOR WALL

FINISH AND BASE , TYP.

RATED SHAFT WALL,

SEE PLANS

SEE STRUCTURAL

DRAWINGS FOR

CONCRETE SLAB

BEARING DETAILS

SEE FINISH SCHEDULE

FOR NEW FLOORING

SEE ROOM FINISH

SCHEDULE FOR WALL

FINISH AND BASE , TYP.

ELEVATOR PIT, REFER

TO STRUCTURAL

NEW WATERPROOF

MEMBRANE ON THE

INTERIOR WALL SIDE

OF THE ELEVATOR PIT.

EXTEND TO BASEMENT

FLOOR LEVEL.

E-A-301

E-A-301

SIM

1/

2"

9' -8

ELEV.

EQUIP.

ROOM

CONNECTING

CORRIDOR

HOIST BEAM, SEE

STRUCTURAL DRAWINGS FOR

MORE INFORMATION

ELEV.

SHAFT

P25

ELEV.

SHAFT

P25

FIRST FLOOR

0"

SECOND FLOOR

11' - 6"

T.O. EXT. CLG.

22' - 10"

BASEMENT

-11' - 6"

ELEVATOR PIT

-15' - 4"

T.O. ELEV. SHAFT

24' - 0"

B

BASEMENT ENTRY

-7' - 5"

CONNECTING

CORRIDOR

ELEVATOR

LOBBY

CRAWL SPACE

6" 7'

-4

8" 7'

-4

TRUSS BEARING HT.

24' - 8"

ELEV.

CAB

STRUCTURAL CAST IN PLACE

CONCRETE FOUNDATION

WALL, SEE STRUCTURAL

DRAWINGS FOR WALL

REINFORCEMENT AND FINISH

METAL ROOF TRUSS FRAMING,

SEE STRUCTURAL DRAWINGS

CUT CMU BOND

BEAM AT ELEVATOR

DOOR OPENING

TERMINATE FURRED

OUT WALL AT 6"

ABOVE CEILING

FINISH CEILING

SEE FINISH SCHEDULE

FOR NEW FLOORING

ON CONCRETE FLOOR

SLAB

ELEVATOR DOOR

FRAME BEYOND

TERMINATE FURRED

OUT WALL AT 6"

ABOVE CEILING

FINISH CEILING

SEE FINISH SCHEDULE

FOR NEW FLOORING

ON CONCRETE FLOOR

SLAB

ELEVATOR DOOR

FRAME BEYOND

METAL FLASHING W/

DRIP EDGE

SELF ADHERED NON-

PERMEABLE MEMBRANE,

TURN DOWN AT FOOTING

ELEVATOR PIT, REFER

TO STRUCTURAL

DRAIN TILE WRAPPED IN

CAPILLARY FILL AT THE

FOOTING PERIMETER,

SEE CIVIL DRAIWNGS

RATED SHAFT WALL,

SEE PLANS

PREFINISHED ALUM. GUTTER

COLOR TO MATCH

COMPOSITE PANEL

METAL TRUSS SYSTEM, SEE

STRUCTURAL DRAWINGS

NEW SLATE TILE ROOFING

SYSTEM OVER INSULATED ROOF

DECKING ON STRUCTURAL METAL

TRUSS FRAMING.

SEE STRUCT. DWGS

FOR TRUSS BEARING DETAILS

PRE FINISHED ALUM. WRAPPED

SOFFIT AND FASCIA. COLOR TO

MATCH COMPOSITE PANEL.

SEE STRUCT. DWGS FOR TOP OF

SHAFT CONCRETE CAP

8" M

AX

4" M

IN

NEW WATERPROOF

MEMBRANE ON THE

INTERIOR WALL SIDE

OF THE ELEVATOR PIT.

EXTEND TO BASEMENT

FLOOR LEVEL.

E-A-303

Sim

NEW PIT LADDER, SEE

G-006

ELEV.

SHAFT

P25

7 1/2" 1"

10"

1/

2"

6 1/2" 3 1/2"

1" CLOSURE FULL

HEIGHT OF JAMB

3' -6

O

PE

N

IN

G

1/2"

1/

2"

1/2"

1/2"

7 1/2"

2"

1/

2"

10 1/2"

7 1/2" 1"

1"

ENTRANCE FRAME TYPE:

1. SWEEP JAMB AT EACH LEVEL OF THE

ELEVATOR ENTRANCE.

2. REFER TO SHEET E-A-303 FOR JAMB AND HEAD

DETAIL

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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E-A-303

EAGLE (BUILDING 25) ENLARGED

ELEVATOR SHAFT PLANS, SECTIONS

AND DETAILS

12 13OKM

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

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

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

ENLARGED PLAN - ELEVATOR BASEMENT

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

ENLARGED PLAN - ELEVATOR LEVEL 1 AND 2

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

SECTION THROUGH SHAFT BASEMENT

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

SECTION THROUGH SHAFT LEVEL 1 AND 2

Scale: 3" = 1'-0"

DETAIL @ ELEVATOR JAMB

Scale: 3" = 1'-0"

DETAIL @ ELEVATOR HEAD

0 1 2 4 0 1 2 4

PROVIDE CAB WITH NEW

TWO-SPEED SIDE

HORIZONTAL SLIDING

HOISTWAY DOORS.

PROVIDE CAB WITH NEW

TWO-SPEED SIDE

HORIZONTAL SLIDING

ELEVATOR CAR DOORS

CONSTRUCTED THE SAME

AS HOISTWAY DOORS.

PROVIDE AN AUXILIARY CAR

OPERATING PANEL IN THE

SIDE WALL OF THE ELEVATOR

IN ITS CURRENT LOCATION

IMMEDIATELY ADJACENT TO

THE FRONT ENTRANCE

STRIKE JAMB COLUMN.

PROVIDE NEW CAR ENCLOSURE

WITH NEW FLOORING.

E-A-400 72

E-A-400

Sim

W

ID

TH

SE

E

SC

H

ED

U

LE

DEPTH - SEE SCHEDULE

ELEVATOR

P25

E-A-400 6

TOP OF CAB

8' -0

PROVIDE NEW MAIN

CAR OPERATING

PANEL IN THE CAR

ENCLOSURE ON THE

FRONT RETURN

PANEL. CONTRACTOR

TO VERIFY LOCATION

PER CAB INTERIOR.

SEE ELEVATOR

SPECIFICATIONS

PROVIDE CAB WITH NEW

TWO-SPEED SIDE

HORIZONTAL SLIDING

HOISTWAY DOORS .

PROVIDE CAR ENCLOSURE

WITH NEW S.S. PANELS

ABOVE ELEVATOR DOOR.

COORDINATE

EMERGENCY EXIT

HATCH WITH CAB

CEILING

PROVIDE CCTV

CAMERA INSIDE OF

THE CAR. SEE

ELECTRICAL SHEETS.

PROVIDE (6) LED

ILLUMINATED CAR

LIGHT FIXTURES

ABOVE THE CEILING.

MAINTAIN A MINIMUM

LIGHT LEVEL OF 50-

FOOT CANDLES AT

(36") ABOVE THE

FINISHED FLOOR.

PROVIDE S.S.

HANGING CEILING

FRAME. CONSTRUCT

FRAME OF .125" X

1.50" X 1.50" "T" AND

"L" SECTIONS.

SEE SCHEDULE

1" EQ EQ 1"

1"

EQ

1/ 2"

EQ

1/

2"

EQ

1"

SE

E

SC

H

ED

U

LE

1/2"

8' -0

PROVIDE CAR

ENCLOSURE WITH

NEW S.S. CEILING

TOP OF CAB

PROVIDE CAR ENCLOSURE

WITH NEW HANDRAIL @

CENTERLINE OF 30" AND 42"

ABOVE THE CAR FLOOR. MATCH

EXIST. SPACING OF HANDRAIL

FROM CAB WALL. CONCEAL ALL

HANDRAIL FASTENINGS

HANDRAILS SHALL BE

REMOVABLE FROM THE INSIDE

OF THE CAR ENCLOSURE.

LOCATE HANDRAILS 1-1/2"

FROM CAB WALL. PROVIDE

1-1/2" S.S. ROUND HANDRAILS

WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO

THE WALL.

PROVIDE AN AUXILIARY CAR

OPERATING PANEL IN

THE SIDE WALL OF THE

ELEVATOR IN ITS CURRENT

LOCATION IMMEDIATELY

ADJACENT TO THE FRONT

ENTRANCE STRIKE JAMB

COLUMN.

PROVIDE NEW CAR

ENCLOSURE. FINAL

PANEL DESIGN TO BE

APPROVED BY VA

INTERIOR DESIGNER

1' -0

2'

-6

4"

1" EQ 1/2" EQ 1/2" EQ

8"

PROVIDE NEW 8" TALL CRASH

RAIL

@12" ABOVE CAR FLOOR.

CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL

BE REMOVABLE FROM THE

INSIDE OF THE CAR ENCLOSURE.

EXTENT OF NEW

FORMED 16 GA

STAINLESS STEEL

PROTECTION SHEET

NEW HOISTWAY

DOORS

SECURE SHEET WITH

STAINLESS STEEL

TAMPER PROOF

SCREWS WITH

ROUNDED HEADS

8' -0

PROVIDE CAR

ENCLOSURE WITH

NEW S.S. CEILING

TOP OF CAB1" EQ 1/2" EQ 1/2" EQ

PROVIDE NEW MAIN

CAR OPERATING

PANEL IN THE CAR

ENCLOSURE ON THE

FRONT RETURN

PANEL. CONTRACTOR

TO VERIFY LOCATION

PER CAB INTERIOR.

SEE ELEVATOR

SPECIFICATIONS

8' -0

PROVIDE CAR

ENCLOSURE WITH

NEW S.S. CEILING

TOP OF CAB

PROVIDE CAR ENCLOSURE WITH

NEW HANDRAIL @ CENTERLINE OF

30" AND 42" ABOVE THE CAR

FLOOR. MATCH EXIST. SPACING OF

HANDRAIL FROM CAB WALL.

CONCEAL ALL HANDRAIL

FASTENINGS HANDRAILS SHALL BE

REMOVABLE FROM THE INSIDE OF

THE CAR ENCLOSURE. LOCATE

HANDRAILS 1-1/2" FROM CAB WALL.

PROVIDE 1-1/2" S.S. ROUND

HANDRAILS WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO THE

WALL.

PROVIDE NEW CAR

ENCLOSURE. FINAL

PANEL DESIGN TO BE

APPROVED BY VA

INTERIOR DESIGNER

1' -0

2'

-6

4"

1" EQ 1/2" EQ 1"

8"

PROVIDE NEW 8" TALL CRASH RAIL

@12" ABOVE CAR FLOOR.

CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL

BE REMOVABLE FROM THE

INSIDE OF THE CAR ENCLOSURE.

PASSENGER ELEVATOR CAB SIZE SCHEDULE

ELEVATOR WIDTH DEPTH

P25 58" 73"

RATED LOAD

2,500 (lbs)

ENTRANCE FRAME TYPE:

1. SWEEP JAMB AT EACH LEVEL OF THE

ELEVATOR ENTRANCE.

2. REFER TO SHEET E-A-303 FOR JAMB AND HEAD

DETAIL

NEW CALL BUTTON.

7' -0

NEW HOISTWAY

DOORS - SEE

ELEVATOR

SPECIFICATIONS.

NEW HALL

LANTERNS AND

ELEV. CALL

BUTTON PLATES.

SEE ELEV.

SPECIFICATIONS

FOR MORE

INFORMATION.

NEW STAINLESS

STEEL ENTRANCE

FRAMES. TOP

HEADER, AS

REQUIRED.

3' -6

1'-0"

NEW CALL BUTTON.

7' -0

NEW

HOISTWAY

DOORS - SEE

ELEVATOR

SPECIFICATIO

NS.

NEW HALL

LANTERNS AND

ELEV. CALL

BUTTON PLATES.

SEE ELEV.

SPECIFICATIONS

FOR MORE

INFORMATION.

NEW

STAINLESS

STEEL

ENTRANCE

FRAMES. TOP

HEADER, AS

REQUIRED.

3' -6

6" 1'-11"

1'-3 1/2"

POSITION INDICATORS IN HALLWAY/LOBBY SHOULD

DISPLAY "OUT OF SERVICE", FOR FIRE SERVICE,

INDEPENDENT SERVICE, ELEVATOR INSPECTION, ETC.

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

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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

6/

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_E ag le

_b ne ed ha m

8H L.

rv t

E-A-400

EAGLE (BUILDING 25) ELEVATOR

INTERIOR CAB ELEVATIONS

13 13OKM

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"

CAB INTERIOR - FLOOR PLAN - EAGLE

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

CAB INTERIOR - FRONT ELEVATION - EAGLE

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

CAB INTERIOR - CELING PLAN - EAGLE

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

CAB INTERIOR - SIDE ELEVATION - EAGLE

Scale: 3" = 1'-0"

NEW JAMB DETAIL - EAGLE

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

TYPICAL PASSENGER CAB - INTERIOR ELEVATION - EAGLE

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

CAB INTERIOR - REAR ELEVATION - EAGLE

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

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

CAB EXTERIOR - FIRST & SECOND FLOOR FRONT

ELEVATION - EAGLE

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

CAB EXTERIOR - BASEMENT FRONT ELEVATION - EAGLE

A

C

B

CRAWL SPACE

MATERIAL STORAGE

BASEMENT ELECTRICAL

ROOM

BME1

25-SP-1

3" W

ELEV. SHAFT

P25

FD-B

A

C

B

ELEV. EQUIP. ROOM

ELEVATOR LOBBY

STAIR

OFFICE

WORK ROOM

WORK ROOM

A

C

B

CONNECTING CORRIDOR

STAIR

OFFICERS LOCKER ROOM

AND BREAK AREA

Engineers Architects

# KEY NOTES:

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:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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

6/

/2

5:

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\M _2

1-

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In st al l E le v-

Bu ild in g

_E ag le

_p ph ife rP

C

6.

rv t

E-PF101

EAGLE (BUILDING 25) PLUMBING AND

FIRE SUPPRESSION PLAN

1 1AV

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

SPG

A. SLEEVE ALL PENETRATIONS. FIRESTOP AND

SEAL WATER TIGHT.

B. UNLESS NOTED OTHERWISE, THE SIZE OF

FIXTURE RUNOUTS IS TO BE WHAT IS LISTED IN

THE PLUMBING FIXTURE SCHEDULE.

1 FRAME OUT ELEVATOR PIT FOR NEW SUMP

PUMP, OIL INTERCEPTOR, AND FLOOR DRAIN IN

ELEVATOR PIT. COORDINATE EXACT

LOCATIONS WITH ELEVATOR STRUCTURAL

SUPPORTS.

2 PROVIDE QUICK RESPONSE SPRINKLER HEADS

IN THE ELEVATOR PIT. EXTEND SPRINKLER PIPE

FROM ADJACENT SPACE.

3 PROVIDE NEW SEMI RECESSED SPRINKLER

HEADS. EXTEND SPRINKLER PIPE FROM

ADJACENT SPACE.

4 REFER TO CIVIL FOR CONTINUATION TO

SANITARY MANHOLE.

5 ROUTE SEPARATE 2" VENTS FROM OIL

INTERCEPTOR AND SUMP PUMP UP TO 18'

ABOVE PIT FLOOR.

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

BASEMENT FLOOR PLUMBING AND FIRE SUPPRESSION

NEW WORK PLAN

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

FIRST FLOOR PLUMBING AND FIRE SUPPRESSION NEW

WORK PLAN

NORTH

0 4 8 16

NORTH

0 4 8 16

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

SECOND FLOOR PLUMBING AND FIRE SUPPRESSION NEW

WORK PLAN

NORTH

0 4 8 16

A

C

B

CRAWL SPACE

ETR

25-CU-2 25-CU-1

ELEV. SHAFT

P25

A

C

B

ELEVATOR LOBBY

OFFICE

WORK ROOM

WORK ROOM

25-SS-2A 25-UH-2

ELEV. SHAFT

P25 ELEV. EQUIP. ROOM

STAIR

25-SS-1

25-UH-1

25-CU-2

25-UH-3

T

T

RS

RL

RL

RS

S

25-CU-1

A

C

B

25-UH-4

T

25-SS-2B

CONNECTING CORRIDOR

ELEV. SHAFT

P25

STAIR

T

Engineers Architects

# KEY NOTES:

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:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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

/1

/2

:1

:0

A

M C

U s e rs

\s g e o rg e

\D o c u m e n ts \R e v it F ile s \R e v it

\M

-1

L e e d s -I n s ta ll E le v -B u ild in g

E a g le s p g e o rg e

.r v t

E-M-101

EAGLE (BUILDING 25) MECHANICAL

PLAN

1 1AV

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

SPG

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

BASEMENT FLOOR MECHANICAL NEW WORK PLAN

A. COORDINATE ALL WORK WITH THE GENERAL

CONTRACTOR, OTHER TRADES AND THE COR

TO MINIMIZE DISRUPTION OF AREAS OUTSIDE

OF THE PROJECT LIMITS OF WORK.

N O R

TH

0 4 8 16

1 PROVIDE NEW DUCTLESS SPLIT IN ELEVATOR

MACHINE ROOM. PROVIDE ASSOCIATED

OUTDOOR CONDENSING UNIT. ROUTE

REFRIGERANT PIPING TO OUTDOOR UNIT

ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

2 PROVIDE NEW UNIT HEATER IN ELEVATOR

MACHINE ROOM.

3 PROVIDE NEW ELECTRIC UNIT HEATER AND

SPLIT SYSTEM FOR ELEVATOR LOBBY. ROUTE

REFRIGERANT PIPING TO OUTDOOR UNIT

ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS

4 25-CU-1 AND 25-CU-2 MOUNTED ON BRACKETS

ON WALL AT TOP OF PRECAST SECTION OF

WALL. REFER TO ARCHITECTURAL ELEVATIONS.

5 PROVIDE CENTRAK TEMPERATURE SENSOR

AND CONFIGURE TO EXISTING SYSTEM.

6 STEAM LINES AS EXISTING TO REAMIN.

7 PROVIDE CONDENSATE PUMP POWERED

THROUGH INDOOR UNIT.

8 SLEEVE AND FIRE SEAL PIPE PENETRATION

THROUGH RATED WALL.

9 CONDENSATE TO BE ROUTED TO EXTERIOR.

TURN DOWN WITHIN WALL CAVITY AND EXPOSE

TO DAYLIGHT IN LOWER SOLDIER COURSE

BRICK. EXTEND COPPER CONDENSATE LINE

DOWN TO SPLASH BLOCK.

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

FIRST FLOOR MECHANICAL NEW WORK PLAN

N O R

TH

0 4 8 16

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

SECOND FLOOR MECHANICAL NEW WORK PLAN

N O R

TH

0 4 8 16

WORK

ROOM

OFFICE

B

C

D

A

ELEVATOR

LOBBY

OFFICE

OFFICERS

LOCKER

ROOM

AND

BREAK

AREA

WEAPONS

STORAGE

204A

5 6

B

C

D

A

TC

204B

B

C

D

A

BASEMENT

ELECTRICAL

ROOM

BME1

MATERIAL

STORAGE

PA

C

S

PA

C S

CRAWL

SPACE

EXISTING SPLICE BOX

Engineers Architects

# KEY NOTES:

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:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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

6/

/2

:1 5:

P

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:\U se rs \w re ed

\D oc um en ts \E

_2 1-

9_

Le ed s- In st al l E le v- Bu ild in g

_E ag le _w re ed

R G

8R E.

rv t

E-ED101

EAGLE (BUILDING 25) ELECTRICAL

DEMOLITION PLANS

1 3AMM

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

JKM

NORTH

0 4 8 16

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

FIRST FLOOR ELECTRICAL DEMOLITION PLAN

1 REMOVE ALL LIGHTING AND CIRCUITS IN THE

AFECTED ROOM, BACK TO THE SOURCE OR

TO THE FIRST JUNCTION BOX THAT SERVES

OTHER DEVICES.

2 EXISTING DEVICES HAVE BEEN INDICATED

BASED ON SURVEY. THE CONTRACTOR IS

RESPONSIBLE FOR REMOVING ALL DEVICES

AND CONDUITS BOTH EXPOSED AND

CONCEALED WITHIN WALLS SUBJECT TO

DEMOLITION. REMOVE CIRCUITS THAT

REMAIN BACK TO THE NEAREST JUNCTION

BOX THAT SERVES OTHER DEVICES.

MAINTAIN CIRCUIT CONTINUITY TO ALL

DEVICES WHICH REMAIN.

3 EXISTING PACS TO REMAIN.

4 EXISTING ELECTRICAL SERVICE TO REMAIN.

5 INCOMING ELECTRICAL FEEDERS TO REMAIN

AND BE PROTECTED DURING

CONSTRUCTION.

NORTH

0 4 8 16

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

SECOND FLOOR ELECTRICAL DEMOLITION PLAN

NORTH

0 4 8 16

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

TRACING AND IDENTIFYING ALL CIRCUITS AND

CONDUITS THAT ORIGINATE, PASS THROUGH, OR

TERMINATE IN THE AREA OF WORK. DEMOLISH

ALL CIRCUITS THAT ARE NO LONGER IN USE.

MAINTAIN CIRCUIT CONTINUITY TO ALL CIRCUITS

WHICH ARE NOT COMPLETELY REMOVED.

CONTRACOR RESPONSIBLE FOR LOCKOUT/TAG

OUT PROCEDURES OF LOADS FOR DEMOLITION.

B. CONTRACTOR SHALL DISCONNECT AND REMOVE

ELECTRICAL CONNECTION TO OUTLETS,

RECEPTACLES, HVAC EQUIPMENT AND OTHER

ELECTRICAL DEVICES. REMOVE CONDUCTORS

AND CONDUIT BACK TO PANELBOARD SERVICING

EQUIPMENT OR TO THE POINT WHERE OTHER

REMAINING LOADS ARE CONNECTED. MARK ANY

ABANDONED OVERCURRENT PROTECTION

DEVICE AS "SPARE (UNUSED)".

C. CONTRACTOR SHALL REMOVE ALL ELECTRICAL

CONDUIT, CABLE, WIRING DEVICE, JUNCTION

BOXES, FITTINGS, AND RELATED ITEMS FROM ALL

PORTIONS OF THE AREA OF WORK INCLUDING

WALL, CEILING, AND FLOORS. THIS SHALL BE FOR

ALL WALLS, EVEN WALLS NOT SUBJECT FOR

REMOVAL.

D. FOR ELECTRICAL CIRCUITS BEING DEMOLISHED,

REMOVE BOXES, CONDUIT AND CONDUCTORS

BACK TO SOURCE, INCLUDING THOSE

CONCEALED WITHIN WALLS, LEAVING NO

ABANDONED ITEMS.

E. WHERE CONDUIT IS REMOVED FROM AN

EXISTING RATED ASSEMBLY NOT SUBJECT TO

DEMOLITION, THE REMAINING HOLE SHALL BE

PATCHED/REPAIRED TO MAINTAIN THE RATING

OF THE ASSEMBLY.

F. EACH PHASE OF THE CONSTRUCTION SHALL BE

PERFORMED WHILE LEAVING WORK AREAS OF

OTHER PHASES ACTIVE TO THE GREATEST

EXTENT POSSIBLE. NOTIFY COR IF ANY WORK IS

REQUIRED THAT WILL CROSS MULTIPLE PHASES

OF THE WORK AREA PRIOR TO PERFORMING THE

WORK.

G. ALL RECEPTACLE CONDUCTORS ARE 2-12 AWG,

1-12 AWG EG IN 3/4" CONDUIT MINIMUM UNLESS

NOTED OTHERWISE.

H. COORDINATE LOCATION AND ELECTRICAL

REQUIREMENTS OF ALL MECHANICAL AND

PLUMBING EQUIPMENT WITH MECHANICAL AND

PLUMBING CONTRACTORS.

I. COORDINATE EQUIPMENT WITH ARCHITECTURAL

& INTERIORS EQUIPMENT PLANS AND

SCHEDULES.

J. ELECTRICAL CONTRACTOR SHALL FOLLOW SITE

LOCK-OUT/TAG-OUT GUIDELINES TO DE-

ENERGIZE EQUIPMENT.

K. ALL RECEPTACLES SHALL HAVE THEIR SOURCE

PANEL AND CIRCUIT NUMBER INDICATED ON

THEIR FACEPLATE.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

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

BASEMENT ELECTRICAL DEMOLITION PLAN

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

OS

OS

B

C

D

A

BASEMENT

ELECTRICAL

ROOM

BME1

CRAWL

SPACE

A

B1

B1 B1

B1

ELEV.

SHAFT

P25

'E25EB-B1'- 11

MATERIAL

STORAGE

PANEL

'E25EB-B1'

B

C

D

A

WORK

ROOM

OFFICE

OFFICE

ELEVATOR

LOBBY

A B1

C EMC

D EM

B1 EM

ELEV.

EQUIP.

ROOM

STAIR

G

E1

E1

G

G EM

E1

PANEL

'E25EB-B1A'

'E25EB-B1'- 10

'E25EB-B1A'- 10

'E25EB-B1'- 12

ELEV.

SHAFT

P25

B

C

D

A

OFFICERS

LOCKER ROOM

AND BREAK

AREA

CONNECTING

CORRIDOR

D EMD EM

A

C C EM

C

STAIR

E1

E1

'E25EB-B1'- 9

ELEV.

SHAFT

P25

Engineers Architects

# KEY NOTES:

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:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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.

S S S S

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

/1

/2

:4

:3

A

M C

U s e rs

\a m a s o n

\D o c u m e n ts \E

-1

L e e d s -I n s ta ll E le v -B u ild in g

E a g le a m a s o n a c g

-p a

.c o m

.r v t

E-EL101

EAGLE (BUILDING 25) LIGHTING PLANS

2 3AMM

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

JKM

1 TO STAIRWELL LIGHTING CIRCUIT.

2 TO HOISTWAY/PIT LIGHTING CIRCUIT.

3 THIS ELECTRICAL PANEL IS TO BE INSTALLED

BY THE VA UNDER THEIR ONGOING PHASE 2

ELECTRICAL PROJECT.

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A. CONTRACTOR SHALL BE RESPONSIBLE FOR

TRACING AND IDENTIFYING ALL CIRCUITS AND

CONDUITS THAT ORIGINATE, PASS THROUGH, OR

TERMINATE IN THE AREA OF WORK. DEMOLISH

ALL CIRCUITS THAT ARE NO LONGER IN USE.

MAINTAIN CIRCUIT CONTINUITY TO ALL CIRCUITS

WHICH ARE NOT COMPLETELY REMOVED.

CONTRACOR RESPONSIBLE FOR LOCKOUT/TAG

OUT PROCEDURES OF LOADS FOR DEMOLITION.

B. CONTRACTOR SHALL DISCONNECT AND REMOVE

ELECTRICAL CONNECTION TO OUTLETS,

RECEPTACLES, HVAC EQUIPMENT AND OTHER

ELECTRICAL DEVICES. REMOVE CONDUCTORS

AND CONDUIT BACK TO PANELBOARD SERVICING

EQUIPMENT OR TO THE POINT WHERE OTHER

REMAINING LOADS ARE CONNECTED. MARK ANY

ABANDONED OVERCURRENT PROTECTION

DEVICE AS "SPARE (UNUSED)".

C. CONTRACTOR SHALL REMOVE ALL ELECTRICAL

CONDUIT, CABLE, WIRING DEVICE, JUNCTION

BOXES, FITTINGS, AND RELATED ITEMS FROM ALL

PORTIONS OF THE AREA OF WORK INCLUDING

WALL, CEILING, AND FLOORS. THIS SHALL BE FOR

ALL WALLS, EVEN WALLS NOT SUBJECT FOR

REMOVAL.

D. FOR ELECTRICAL CIRCUITS BEING DEMOLISHED,

REMOVE BOXES, CONDUIT AND CONDUCTORS

BACK TO SOURCE, INCLUDING THOSE

CONCEALED WITHIN WALLS, LEAVING NO

ABANDONED ITEMS.

E. WHERE CONDUIT IS REMOVED FROM AN

EXISTING RATED ASSEMBLY NOT SUBJECT TO

DEMOLITION, THE REMAINING HOLE SHALL BE

PATCHED/REPAIRED TO MAINTAIN THE RATING

OF THE ASSEMBLY.

F. EACH PHASE OF THE CONSTRUCTION SHALL BE

PERFORMED WHILE LEAVING WORK AREAS OF

OTHER PHASES ACTIVE TO THE GREATEST

EXTENT POSSIBLE. NOTIFY COR IF ANY WORK IS

REQUIRED THAT WILL CROSS MULTIPLE PHASES

OF THE WORK AREA PRIOR TO PERFORMING THE

WORK.

G. ALL RECEPTACLE CONDUCTORS ARE 2-12 AWG,

1-12 AWG EG IN 3/4" CONDUIT MINIMUM UNLESS

NOTED OTHERWISE.

H. COORDINATE LOCATION AND ELECTRICAL

REQUIREMENTS OF ALL MECHANICAL AND

PLUMBING EQUIPMENT WITH MECHANICAL AND

PLUMBING CONTRACTORS.

I. COORDINATE EQUIPMENT WITH ARCHITECTURAL

& INTERIORS EQUIPMENT PLANS AND

SCHEDULES.

J. ELECTRICAL CONTRACTOR SHALL FOLLOW SITE

LOCK-OUT/TAG-OUT GUIDELINES TO DE-

ENERGIZE EQUIPMENT.

K. ALL RECEPTACLES SHALL HAVE THEIR SOURCE

PANEL AND CIRCUIT NUMBER INDICATED ON

THEIR FACEPLATE.

N O R

TH

0 2 4 8

N O R

TH

0 2 4 8

N O R

TH

0 2 4 8

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

BASEMENT LIGHTING PLAN

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

FIRST FLOOR LIGHTING PLAN

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

SECOND FLOOR LIGHTING PLAN

HUNTLEY

HUNTLEY ASSOCIATES, P.C.

SURVEYORS ● CIVIL/SITE/STRUCTURAL/BUILDING ENGINEERS

30 INDUSTRIAL DRIVE EAST

NORTHAMPTON, MASSACHUSETTS 10160

LIGHTING (EXTERIOR) 0.05 kVA 125.00% 0.06 kVA TOTAL AMPS, DEMAND: 107.2 A

OTHER POWER 7.99 kVA 100.00% 7.99 kVA TOTAL LOAD, DEMAND: 38.6 kVA

LIGHTING (GENERAL) 1.00 kVA 125.00% 1.25 kVA TOTAL LOAD, CONNECTED: 39.5 kVA

SPEC 3.52 kVA 104.11% 3.66 kVA

RECEPTACLES (DEDICATED) 0.60 kVA 100.00% 0.60 kVA

RECEPTACLES (GENERAL) 1.80 kVA 100.00% 1.80 kVA

ELEVATOR 24.82 kVA 95.00% 23.58 kVA

MOTOR/HVAC 0.05 kVA 112.50% 0.05 kVA

Other 0.00 kVA 0.00% 0.00 kVA

LOAD SUMMARY CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS

PER PHASE CONNECTED LOAD: 15.05 kVA 12.70 kVA 11.72 kVA

41 9.51 0 42 1 20 A SPARE

39 9.84 0 40 1 20 A SPAREPANEL 'E25EB-B1A' 200 A 3

37 10.23 0 38 1 20 A SPARE

SPARE 20 A 1 35 0 0 36 1 20 A SPARE

SPARE 20 A 1 33 0 0 34 1 20 A SPARE

SPARE 20 A 1 31 0 0 32 1 20 A SPARE

SPARE 20 A 1 29 0 0 30 1 20 A SPARE

SPARE 20 A 1 27 0 0 28 1 20 A SPARE

SPARE 20 A 1 25 0 0 26 1 20 A SPARE

SPARE 20 A 1 23 0 0 24 1 20 A SPARE

SPARE 20 A 1 21 0 0 22 1 20 A SPARE

SPARE 20 A 1 19 0 0 20 1 20 A SPARE

25-SS-2B 20 A 1 17 0.02 0 18 1 20 A SPARE

25-SS-2A 20 A 1 15 0.02 1.35 16

LTG STAIR 20 A 1 13 0 1.35 14

2 30 A 25-CU-2

LTG CRAWL SPACE 008 20 A 1 11 0.14 0.05 12 1 20 A EXTERIOR LTG

LTG CORRIDOR 212 20 A 1 9 0.11 0.08 10 1 20 A LTG ELEV LOBBY 112

7 1 1 8

25-UH-2 20 A 2

5 1 1 6

2 20 A 25-UH-3

3 1 0.54 4 1 20 A RCPT ELEV LOBBY 112

25-UH-4 20 A 2

1 1 0.72 2 1 20 A RCPT CORRIDOR 212

LOAD NAME BKR P CKT A (kVA) B (kVA) C (kVA) CKT P BKR LOAD NAME

ENCLOSURE:…