3C- Albany Architectural - stamped.pdf

M

IN

1 7/8"

8" 8"

SUSPENDED CEILING NOTES

SUSP. ACCUSTICAL CLG. 23" = 1'-0"SUSP. T-BAR & BRACING 51-1/2"=1'-0"

73"=1'-0" 41-1/2"=1'-0"

31-1/2"=1'-0"61-1/2"=1'-0"

SUSPENDED CEILING NOTESCEIL. GRID SUSPENSION SYS.HANGER & BRACING WIRES

CEIL. GRID SUSPENSION SYS. CEIL. GRID SUSPENSION SYS.

@ CONC. SLAB

2"

MA

X

O.C.MAX.

F

IN

IS

H

C E

IL

IN

G H

T

8"

MIN. CLR.

3/8"

O .C

M

A X

90 90

8"

3/8"

MAIN RUNNER.

RUNNER OR

CLEAR CROSS

3/8" MIN.

8"

12'-0"4'-0"

MAIN AND CROSS RUNNERS.

TIE TWO ADJACENT WALL TO CEILING

NOTE:

ELEVATION

PLAN

TILE CEILING

ACCOUSTICAL

MIN. NO. 12 GAUGE

BEND WEB & FLANGES

SPLAYED WIRES

@ CONVERGENCE OF

COMPRESSION STRUT

MAIN RUNNER @ 48" O.C.

IN 1-1/2" AT BOTH ENDS OF WIRES

4'-0" MAX. FROM WALLS, W/ 4 TIGHT TURNS

EACH OTHER) SPACED @ 12'-0" O.C. EA. WAY &

4 - 12 GAUGE SPLAYED WIRES (90° FROM

@ 24" O.C.

CROSS RUNNERS

MAX.

45°

LATERAL BRACING

- TYP.

MAX.

45°

& ATTACH TO STRUCTURE

ABOVE W/ #10 x 2"

WOOD SCREWS

WOOD STRUCTURE

BOTTOM OF

AT BOTH ENDS OF WIRES

W/ 3 TIGHT TURNS IN 1-1/2"

WIRES @ 4'-0" O.C. EA. WAY

12 GA. VERTICAL HANGER

- TYP.

TO STRUCTURE

ANGELES. RR NO. 23256 CHICAGO METALLIC (TYPICAL).

INSTALLATION PER 4917 AND 18 AND CITY OF LOS

WITHIN SIX FEET FROM EACH WALL. UBC STANDARD

FEET ON-CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT

THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 122.

COMPONENT INDUCED BY THE BRACING WIRES.

STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL

MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE

SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL

VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER1.

NOTES:

TO UNDERSIDE OF STRUCTURE ABOVE

#12 GA. VERTICAL WIRE AT 2'-0" O.C. ATTACH

AT 4'-0" O.C.

MAIN RUNNER

45 DEG.

45 DEG.

45 DEG.

AT 2'-0" O.C.

CROSS RUNNER

45 DEG.

EACH RUNNER ATTATCH

BRACING IN PLANE OF

#12 GA. SPLAY WIRE

(GOOD FOR UP TO 4' HIGH).

OTHER APPROVED EQUAL

CONST. TYPES ONLY) OR

WD. STUD (NONE COMBUSTIBLE

BLACK IRON, EMT OR

MAYBE STEEL STUD,

RIGID VERTICAL STRUT

EA. WAY

HANGERS @ 4'-0" O.C.

12 GA. VERT. WIRE

EA. WAY.

90° APART @ 12'-0" O.C.

ON FOUR DIRECTIONS

12 GA. WIRE SPLAYED

GYPSUM WALL

BOARD

CONTINUOUS

WALL ANGLE16 GAUGE ANGLE

POP RIVET

#8 S.M.S.

EACH STUD

THRU SPLICE

CONNECTION

TYPICAL HANGER WIRE AT

4'-0" O.C. WITH ONE

PAIR OF BRACING WIRES

PARALLEL TO WALL AT

12'-0" O.C.

CLR

POP RIVET

#12 GA. HANGER WIRES

(TYP.)

2" MOLDING

A13

SEE

A13

MAX.45°

WOOD JOIST

HANGER WIRE

WOOD JOIST

ANCHOR

x 12 GA. MIN.

1" WIDE X 2" LONG

STEEL STRAP

BRACING WIRE

- HILTI OR EQUAL

12 GA. CLG. CLIP

3/4" WIDE x

TEST LOAD = 200 LBS.

ALLOWABLE LOAD = 100 LBS.

TIMES THE ALLOWABLE LOAD

(10) ANCHORS FOR TWO (2)

TEST ONE (1) OUT OF TEN

ANCHOR

NOTE:

THE WIRE.

ACCEPTABLE TO DSA/SSS.

OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE

OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLEWITH THE DIRECTION OF THE FORCES ACTING ON

11. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS

CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A

MINIMUM OF 1/2 INCH CLEAR OF WALL.

8. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO

THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK IS NOT REQUIRED.

9. PROVIDE SETS OF 4 - 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT A SPACING NOT MORE THAN 12' x 12' ON CENTER. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE ABOVE SPACING FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING

CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TOLIFT. SPLICES IN BRACING WIRES ARE

NOT TO BEPERMITTED WITHOUT SPECIAL DSA/SSS APPROVAL.

10. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION

2. THE CONTRACTOR SHALL VERIFY ADEQUACY OF HANGER WIRES TO PROVIDE A CEILING ASSEMBLY

WITH A MAXIMUM DEFLECTION OF 1/360 OF THE SPAN.

3. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

4. HANGER WIRES SHALL BE #12 GA. FOR 4'-0" x 4'-0" SPACING.

5. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED HORIZONTAL FORCES MAY BE USED IN LIEU OF THE 12 GA.

HANGER WIRES SUBJECT TO DSA/SSS REVIEW AND APPROVAL.

6. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT

OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES.

7. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2 INCH FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO

1. SUSPENSION SYSTEM SHALL BE DONN HEAVY DUTY EXPOSED GRID 24" x 48" SYSTEM WITH DX26 MAINRUNNERS AND DX424 CROSS RUNNERS. COMPONENTS SHALL BE FORMED FROM COMMERCIAL QUALITY COLD- ROLLED STEEL, ELECTRO GALVANIZED COATED AND PREPAINTED. EXPOSED FINISH SHALL

BE LOW SHEEN SATIN WHITE. ACOUSTIC UNITS SHALL HAVE A FLAME SPREAD OF 0-25.

WEIGHT OF THE FIXTURE.

FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO

THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED.

THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE

CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.

14. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST 2 POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE.

SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE.

PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER.

15. SUPPORT PENDENT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE

12. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE

EQUAL TO THE WEIGHT OF THE FIXTURES.

13. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF 2 - 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-0" x 4'-0" LIGHT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \h a u n g \D o c u m e n ts \A lb a n y

B o ile r_

A rc h

B id

S e t_ V h a u n g

G H

V P

.r v t

/4

/2

:2

:2

A

M

AI-203

ARCHITECTURAL PHASE 3 - SUSPENDED

CEILING DETAILS

DM SHRevisions: Date:

1_

" STRUCTURAL CEMENT

BD.

6" METAL STUD. ALL

6" METAL U TRACK

GALVANIZED METAL

PANEL

METAL STUD.

CONTINUE ACROSS. 16" O.C.

BOLT FASTENER

ALL AROUND

6" METAL STUD

@16" O.C.

1_

" STRUCTURAL CEMENT

BD.

NEW FILL-IN

STRUCTURAL CMU

WALL 8" AND 4"

TOGETHER TO FIT THE

EXISTING WALL

EXISTING WALL

EXISTING WALL

NEW FILL-IN BRICKS

TO MATCH EXISTING'S

STRUCTURAL CMU WALL

8", 4" TOGETHER TO FIT

THE EXISTING WALL

6" METAL U

TRACK

MECHANICAL DUCTS

INSULATION ALL

AROUND

6" METAL U TRACK

6" METAL U TRACK

12" METAL FLASHING WITH

FASTENER ALL AROUND

EXISTING WALL

AT CHIMNEY SIDE

EXISTING OPENING BOTTOM

3- DUCTS, 15" RADIUS

WITH 1.25" INSULATION

ALL AROUND

0 '- 0"

-0 '- 6"

NEW OPENING TOP 0 '- 0"

NEW OPENING BOTTOM

0 '- 0"

EXISTING OPENING TOP

NEW FILL-IN BRICKS

TO MATCH EXISTING'S

1_

" STRUCTURAL CEMENT BD.

GALVANIZED METAL COLLAR 3"

WIDE AND 3/8 " LARGER THAN

THE INSULATION, FIELD WELDING

ALL AROUND. TYP.

SEALANT CAULKING

ALL AROUND, TYP.

FIELD WELD, TYP.

6" METAL U TRACK

6" METAL U TRACK

6" METAL STUD

EXISTING OPENING

E X

IS

T

IN

G

O P

E N

IN

G

E X

IS

T

IN

G

O P

E N

IN

G

EXISTING WALL

EXISTING WALLEXISTING WALL

EXISTING WALLEXISTING WALL

6" METAL U TRACK

6" METAL STUD

@16" O.C. TYP.

6" METAL STUD

@16" O.C. TYP.

E X

IS

T

IN

G

O P

E N

IN

G

SECTION VIEW ELEVATION/ SECTION VIEW

PLAN VIEW

EXISTING WALL

NEW FILL-IN BRICKS IN

FRONT OF METAL STUD

TO MATCH EXISTING'S

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

3/4" = 1'-0"

8" METAL STUD BEHIND

METAL FLANGE,

BRICKS INFILL IN THE

FRONT TO MATCH

EXISTING'S

6" METAL U TRACK

BRICKS INFILL IN THE

FRONT TO MATCH

EXISTING'S

METAL FLANGE ALL

AROUND FASTENED TO

THE METAL STUD

METAL FLANGE ALL

AROUND FASTENED TO

THE METAL STUD

EXISTING WALLEXISTING WALL

EXISTING WALL

EXISTING WALL

6" METAL U TRACK

6" METAL STUD

@16" O.C. TYP.

6" METAL STUD

@16" O.C. TYP.

1_

" STRUCTURAL

CEMENT BOARD

3' X 4' LOUVER

METAL FLANGE ALL

AROUND FASTENED TO

THE METAL STUD

METAL FLANGE ALL

AROUND FASTENED TO

THE METAL STUD

3' X 4' LOUVER

2' X 2' METAL ACCESS

PANEL WITH 2 HOUR

FIRE RATING

6" METAL U TRACK

6" METAL U TRACK

BEHIND METAL FLANGE

2' X 2' METAL ACCESS

PANEL WITH 2 HOUR

FIRE RATING

METAL U TRACK

3' X 4' LOUVER

BRICKS INFILL IN THE

FRONT TO MATCH

EXISTING'S

BOILER ROOM

SIDE

CHIMNEY SIDE

BOILER ROOM

SIDE

CHIMNEY SIDE

BOILER ROOM

SIDE

CHIMNEY SIDE

PLAN VIEW

3/4" = 1'-0"

E X

IS

T

IN

G

O P

E N

IN

G

1_

" STRUCTURAL

CEMENT BOARD

GALVANIZED METAL PANEL

BOLT FASTENER ALL

AROUND

2'-4" 4'-4" 1'-4"

8'-0"

7'-0"

2 1 2 1

3+43+4

AI-404

AI-404

AI-404

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \h a u n g \D o c u m e n ts \A lb a n y

B o ile r_

A rc h

B id

S e t_ V h a u n g

G H

V P

.r v t

/4

/2

:2

:2

A

M

AI-204

ARCHITECTURAL PHASE 3 - BREECH DETAILS

DM SHRevisions: Date:

GROUND LINE

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

AF-101

45 AF-103 4AF-103

AF-103

AF-1035

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \h a u n g \D o c u m e n ts \A lb a n y

B o ile r_

A rc h

B id

S e t_ V h a u n g

G H

V P

.r v t

/4

/2

:2

:0

A

M

AF-101

ARCHITECTURAL PHASE 3 - ROOM FINISHES

DM SH

3/16" = 1'-0"

BOILER ROOM NORTH ELEVATION - FINISHES

3/16" = 1'-0"

BOILER ROOM SOUTH ELEVATION - FINISHES

3/16" = 1'-0"

BOILER ROOM EAST ELEVATION - FINISHES

3/16" = 1'-0"

BOILER ROOM WEST ELEVATION - FINISHES

CONTROL ROOM

EPOXY

PAINT

PAINTED

CONCRETE

170 110 115 115 510

PAINTED

CONCRETE

BOILER ROOM

MEZZANINE

SUB-BASEMENT

EPOXY

PAINT

2800 - - - - - -

PAINTED

CONCRETE

PLASTER BOARD - - - 65 65

EXPOSED BLOCK - - 75 75 150

PAINTED

CONCRETE

700 1600 650 870 3820

BOILER ROOM

EPOXY

PAINT

EXPOSED BRICK 2900 1500 1400 750 6550

PAINTED

CONCRETE

MATL. AREA (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) MATL. AREA (SF)

MATL.

N S E W TOTALROOM NAME

FLOOR

WALLS

CEILING

1/8" = 1'-0"

BOILER ROOM FINISHES

BOILER ROOM

CONTROL ROOM

NOTES

1. NO PAINTING WORK ON BRICK WALLS.

2. WALL PAINT: APPLY BENJAMIN MOORE 199 LRV:69 ON ALL INTERIOR WALLS,

EGGSHELL FINISH.

3. FLOOR PAINT: GRAY EPOXY TO MATCH THE EXISTING EXPOXY OR ENAMEL WITH LOW

SKID COEFFICIENT.

4. CEILING PAINT: ALL CEILING WILL BE FLAT WHITE.

5. SOME NEW PIPING HAVE THE SPECIAL DESIGNATED COLORS CONTRACTOR WILL

NEED TO COORDINATE WITH MEP DESIGN ENGINEERS TO ACQUIRE THE DETAILED

INFORMATIONS.

6. CONTROL ROOM WILL HAVE A SUSPENDED CEILING.

7. PAINT ALL OF THE STAIR NOSING AND RAILINGS BRIGHT YELLOW AFTER CLEANING.

8. PAINT ALL OF THE HOUSEKEEPING PADS IN THE BOILER AND CHILLER PLANTS

BRIGHT RED.

Revisions: Date:

AF-102

AF-102

AF-103 4AF-103

AF-103

AF-1035

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \h a u n g \D o c u m e n ts \A lb a n y

B o ile r_

A rc h

B id

S e t_ V h a u n g

G H

V P

.r v t

/4

/2

:2

:0

A

M

AF-102

ARCHITECTURAL PHASE 3 - ROOM FINISHES

DM SH

1/8" = 1'-0"

ELECTRICAL ROOM AND GENERATOR ROOM FINISHES

3/16" = 1'-0"

GENERATOR ROOM NORTH ELEVATION - FINISHES

3/16" = 1'-0"

GENERATOR ROOM SOUTH ELEVATION - FINISHES

3/16" = 1'-0"

GENERATOR ROOM EAST ELEVATION - FINISHES

3/16" = 1'-0"

GENERATOR ROOM WEST ELEVATION - FINISHES

3/16" = 1'-0"

ELECTRICAL ROOM NORTH ELEVATION - FINISHES

3/16" = 1'-0"

ELECTRICAL ROOM EAST ELEVATION - FINISHES

3/16" = 1'-0"

ELECTRICAL ROOM WEST ELEVATION - FINISHESTOILET

EPOXY

PAINT

PAINTED

CONCRETE

117 103 117 103 554

PAINTED

CONCRETE

OFFICE

EPOXY

PAINT

PAINTED

CONCRETE

84 84 98 98 364

PAINTED

CONCRETE

ELECTRICAL ROOM

EPOXY

PAINT

PAINTED

CONCRETE

490 510 176 220 1396

PAINTED

CONCRETE

GENERATOR ROOM

EPOXY

PAINT

PAINTED

CONCRETE

510 485 215 192 1402

PAINTED

CONCRETE

560 SEE SCHEDULE NOTES ON AF-101

MATL. AREA (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) MATL. AREA (SF)

MATL.

N S E W TOTAL

FLOOR

WALL

CEILING

GENERATOR ROOM

ELECTRICAL ROOM

BOILER ROOM

CONTROL ROOM

OFFICE TOILET

3/16" = 1'-0"

ELECTRICAL ROOM SOUTH ELEVATION - FINISHES

EXISTING 4" VENEER BRICK FULLY GROUTED

EXIST ING 36" STEEL BEAM ENCASED IN

CONCRETE

GROUND LINEAF-101

45 AF-103 4AF-103

AF-103

AF-1035

(2) EDGES OF ROOF

OPENIN 2'X2' AT

CEILING NEED TO BE

REPAIRED, P #12

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

BRICK WALL CRACK

128" HEIGHT, P #1

(E) OPENING 2' DIA.

(E) BREECHING

(4) EXISTING HOLES

2'X2' NEED TO

REPAIR, BRICK INFILL

P #2

CONC. WALL CRACK

4' HEIGHT, P #3

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

CRACK AT THE EDGE OF CONC. /BRICK

WALL 16' HEIGHT, PIC #4

CRACK 10' L , P #5CRACK 10' L , P #5

PIPE OUT HOLE P #6AREA OF HOLE, 2'X4', P #6

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

BEAM CRACK 10' LONG/EA AND ROOF

HOLE (2'X6'/EA), P #13

EDGE CRACK (10' L) , P #14

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

BRICK CRACK AT

EDGE 1' L , P #8

CRACK 10' L , P #8

BRICK CRACK AT

EDGE 30' L , P #9

BRICK CRACK AT

EDGE 30' L , P #10

CONC/ BRICK

CRACK AT

EDGE 3' H & 7' L ,

P #11

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U s e rs \h a u n g \D o c u m e n ts \A lb a n y

B o ile r_

A rc h

B id

S e t_ V h a u n g

G H

V P

.r v t

/4

/2

:2

:1

A

M

AF-103

ARCHITECTURAL PHASE 3 - WALL AND CEILING

REPAIRS

DM SH

1/8" = 1'-0"

BOILER ROOM WALL AND CEILING REPAIRS

1/8" = 1'-0"

BOILER ROOM NORTH WALL - REPAIRS

1/8" = 1'-0"

BOILER ROOM SOUTH WALL - REPAIRS

1/8" = 1'-0"

BOILER ROOM EAST WALL - REPAIRS

1/8" = 1'-0"

BOILER ROOM WEST WALL - REPAIRS

CRACK AREA

P #1

AREA OF HOLES

P #2

P #11

CRACK AREA

AREA OF CRACK

P #3 P #4

AREA OF HOLES

PIC #5

CRACK AREA

PIPE OUT HOLE

P #6

AREA OF HOLE

P #7

P #8

AREA OF CRACK

P #9

AREA OF CRACK AREA OF CRACK

P #10

(2) EDGES OF

ROOF OPENING

AT CEILING

NEED TO BE

REPAIRED

P #12

P #13

CRACK AREA

P #14 CRACK AREA

CEILING N/A 60 20

WALL 20 80 140 20

LINEAR FEET SQUARE FEET LINEAR FEET SQUARE FEET

BRICK WALL CONCRETE WALL

NOTES

ROOM REPAIR SCHEDULE