S02 631-451 Part 3.pdf

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

1.7 2.3

H SS4x4x1/2

W12x26

H S

S x x /4

H S

S x x /4

<Pu = ±50k>

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

F.5 F.8

H S

S x x /4

H S

S x x /4H

S S

4x4x1/4

W18x55

P u = ±50k>

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

4.3 5.3

W12x26

H S

S x x /4

H S

S x x /4

H SS4x

4x 1/

<Pu =

65k>

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

F.8F.6

H S

S x x /4

H S

S x4 x1 /2

H S

S x x /4

W18x55

P u k>

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic e of

F ac il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

1/4" = 1'-0"

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :0

A

M

Approver

BRACED FRAME

ELEVATIONS

1-S-310

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1/4" = 1'-0"

BF-1 AT GRID F.5 LOOKING WEST

1/4" = 1'-0"

BF-2 AT GRID 1.7 LOOKING SOUTH

1/4" = 1'-0"

BF-3 AT GRID F.6 LOOKING WEST

1/4" = 1'-0"

BF-4 AT GRID 5.3 LOOKING SOUTH

NOTES:

1. BRACE DESIGN AXIAL INDICATED IS ULTIMATE (LRFD) LOAD IN

(KIPS) AND ACTS IN TENSION OR COMPRESSION.

2. APPLY SPRAY FIREPROOFING TO STRUCTURAL STEEL WHERE

SHOWN IN ARCHITECTURAL DRAWINGS. SEE ARCH FOR

SPECIFICATIONS. SEQUENCE INSTALLATION OF SPRAY

FIREPROOFING AND FINISHES TO ENSURE ALL STRUCTURAL

STEEL SURFACES ARE ACCESSIBLE FOR FIREPROOFING.

VIS Construction Consultants 595 Dorset Street, Suite #5 South Burlington, VT 05403

802-658-6100

SECOND FLOOR

427'-1 1/4"

(E) FOUNDATION WALL

MC13 BOTH SIDES OF

(E) CONCRETE BEAM

GROUT

SEE

COVER PL. 1"x12"x1'-6", SHIM AS REQ'D.

WT4x15.5 x 10" LONG

(3) 3/4"Ø A325-SC BOLTS BOTH

SIDES OF WEB, TYP. 5-1/2" GA.,

SHOP INSTALLED

W10 COLUMN

REMOVE (E) CONC. WATER TABLE

(E) PERIMETER LINTEL BEAM

(E) SLAB & JOISTS

CONCRETE INFILL 18" WIDE

(E) 10" SLAB AT NORTH WALL

(N) SOG AT GRID LINE G

#4 VERTS. @ 6" O.C. (MIN. 3). 6"

ADHESIVE EMBED.

#4 U-BARS @ 6" O.C. (3 MIN.), 6"

ADHESIVE EMBED.

(4) #4 CORNER BARS

7/8"Ø A325 BOLT @ 12" OC

INSTALLED IN EPOXY GROUT HOLE.

PROTECT THREADS FROM GROUT

WHEN INSERTING BOLT IN HOLE.

1"± GROUT PAD

ROUGH (E) SURFACE 1/4"

AMPLITUDE, TYP. ALL SIDES

2"

TRIM WEB OF WT4 FLUSH AS

REQ'D FOR ARCH. FINISHES

STIFF. PL. 1/2", TYP.

CNTRD ON W10 COL

DEMO (E) BRICK MASONRY BEARING

WALL BELOW. SEE SEQUENCE NOTES

ON 1-S-201

(E) SLAB AT NORTH WALL

(N) SLAB ON METAL DECK AT GRID LINE G

(E) RELIEVING ANGLE AT 1922 BUILDING

TO BE REMOVED, SEE . THERE

IS NO RELIEVING ANGLE PRESENT AT

1944 ADDITION

1/4

1/4

1/4

TYP

1/4

1/4

3 SIDES TYP

T Y

P

1-S-400

1/1-S-400

1/1-S-400

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

REMOVE (E) MASONRY WALL

AND REPLACE WITH CIP

CONCRETE SHEARWALL,

WHERE SHOWN IN PLAN,

WALL-MATCH (E) THICKNESS,

MATCH (E)

1'-1"±

NOTES:

1. SEE PLAN FOR PROPOSED CONSTRUCTION

SEQUENCE.

2. FOR INFORMATION NOT SHOWN, SEE

(E) MASONRY WALL TO REMAIN

(E) FINISH FLOOR

(E) CIP CONCRETE

JOISTS AND SLAB

(E) CIP CONCRETE

LINTEL BEAM TO REMAIN

(E) FOUNDATION WALL

(E) FINISH FLOOR

(E) CIP CONCRETE JOISTS

AND SLAB TO REMAIN

(E) LINTEL BEAM TO REMAIN

#5@12" EW, EF. #5@6" VERT. EF

1'-0" FROM EA. END OF WALL

SLAB-ON-GRADE,

SEE PLAN

SLAB CONSTRUCTION,

SEE PLAN

(N) ROOF BEAM

G

(2) 3/4"Øx6" LONG HEADED STUDS

@ 12" O.C. STUDS ONLY REQUIRED

AT NEW SHEAR WALLS

ADHESIVE DOWEL TO (E) FOUNDATION.

MIN. 10" EMBED., TYP.

T Y

P

T E

N S

IO

N

L A

P

(E) RELIEVING ANGLE TO BE REMOVED.

SEE SEQUENCE ON 1-S-201

(N) L8x6x1/2 LLV RELIEVING ANGLE W/ 5/8"Ø EXP.

ANCHORS @ 12" O.C., 5" EMBED. 4" EDGE DISTANCE

AT ENDS. TRIM HORIZ. LEG FLUSH WITH BRICK.

SEE CONSTRUCTION SEQUENCE ON 1-S-201

(N) BACKFILL AT ALLEY

1-1/2"Ø GROUT ACCESS

HOLE AS REQ'D. MIN. 2' O.C.

5" ±

COVER PL 1"x1'-6"xCONT.

STOP COVER PL. SHORT

AT (N) POST.

STIFF PL. 1/2"@12" O.C. AT

(N) SHEAR WALLS ONLY

EQ EQ

6"

TYP.

4"

ROUGHEN (E) SURFACE TO

1/4" AMPLITUDE

ISOLATION JT

1/4

TYP

1/4

1/4

3 SIDES, TYP

3/1-S-400

GROUT SOLID

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

F

(E) LGMF BACKUP

(E) CONCRETE LINTEL BEAM

#4 ADHESIVE DOWEL @6"

O.C. CNTRD EMBED 10"

MIN.

T E

N S

IO

N

L A

P

#4@12" EW, EF

(N) 8" CONCRETE

SHEAR WALL

T Y

P

T E

N S

IO

N

L A

P

SLAB CONSTRUCTION. SEE PLAN

SEE ARCH. DWGS FOR

LIMITS OF BRICK REMOVAL

#4 ADHESIVE DOWEL TO (E)

LINTEL BEAM 24" O.C., 8"

EMBED. TYP. ALONG ENTIRE

LENGTH OF INFILL. ROUGH

(E) CONCRETE SURFACE TO

1/4" AMPLITUDE

SEE ARCH. DWGS FOR

LIMITS OF BRICK REMOVAL

(E) BSMT FOUNDATION

WALL ABOVE BRICK SHELF

(REINF. NOT SHOWN)

(N) ROOF BEAM

L4x3x1/4 (LLV) DECK SUPPORT. MIN. 4'-0"

SEGMENTS WITH WITH 5/8"Ø EXP.

ANCHOR @ 12" O.C., 5" EMBED.

(N) SLAB-ON-GRADE

F.1

TYP.

2"

(E) SLAB (REINF.

NOT SHOWN)

IN

F

D N

W

A L

L

E

M B

E D

#4 ADHESIVE DOWEL

@ 6" O.C. CNTRD

(N) COMPACTED

SUBGRADE

ROUGHEN (E) CONCRETE. 1/4"

AMPLITUDE, TYP. T&B

2' EMBED INTO SLAB

F.2

ISOLATION JT

DRY-PACK TOP 2"

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

BASEMENT

404'-1 1/4"

1"Ø HOLE IN (E) SLAB. FILL WITH NEAT CEMENT

GROUT AFTER INSTALLING REBAR.

(E) CONCRETE SLAB

(E) CONCRETE SLAB

(2) #4 ADHESIVE DOWEL @ 12" OC,

W/ 6" MIN. EMBEDMENT INTO (E)

FLOOR SLAB

(N) 10" CONCRETE

SHEAR WALL

(E) 8"± SHEAR WALL

(N) 10" CONCRETE

SHEAR WALL

DEMO (E) SOG TO INSTALL (N)

CONCRETE SHEAR WALL

DEMO (E) CONCRETE SLAB ON GRADE AS

REQ'D FOR CONSTRUCTION OF SHEAR

WALL. PATCH WITH (N) SLAB AS NEEDED.

T E

N S

IO

N

L A

P

#4@12" EW, EF

#4 ADHESIVE

DOWELS @ 6" OC W/

10" MIN. EMBED.

#4 ADHESIVE DOWELS W/STD.

HOOK @ 12" OC EW, W/ 6" EMBED.

ROUGHEN SURFACE OF (E) WALL

TO 1/4" AMPLITUDE

L A

P T

Y P

T E

N S

IO

N

TYP.

0"

ROUGHEN (E) SURFACE

TO 1/4" AMPLITUDE

ROUGHEN (E) SURFACE

1/4" AMPLITUDE

ROUGHEN (E) SURFACE

TO 1/4" AMPLITUDE

ROUGHEN (E) SURFACE TO

1/4" AMPLITUDE

ROUGH (E) SURFACE

TO 1/4" AMPLITUDE

(E) SUBGRADE

(2) #4@12" THROUGH-

DOWELS

TYP.

0"

NOTE:

1. LOCATE (E) REINFORCEMENT

USING NON-DESTRUCTIVE

METHODS PRIOR TO

CORING/DRILLING HOLES FOR

ANCHORS AND DOWELS. DO NOT

DAMAGE (E) REINFORCEMENT.

L A

P

T E

N S

IO

N

DRYPACK TOP 2"

DRY PACK TOP 2"

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

BASEMENT

404'-1 1/4"

1-1/4"Ø HOLE IN (E) SLAB. FILL WITH NEAT CEMENT

GROUT AFTER INSTALLING REBAR, TYP.

(E) CONCRETE SLAB

(E) CONCRETE SLAB

(2) #6 ADHESIVE DOWEL @ 12" OC,

W/ 6" MIN. EMBEDMENT INTO (E)

FLOOR SLAB

(N) 18" CONCRETE

SHEAR WALL

(E) CONCRETE SLAB ON GRADE

#6@12" EW, EF

#4 ADHESIVE

DOWELS @ 6" OC W/

10" MIN. EMBED.

#6 DOWEL @ 12" O.C. 6" EMBED

TO SHEAR WALL BELOW

L A

P

T E

N S

IO

N

ROUGHEN (E) SURFACE TO

1/4" AMPLITUDE

T Y

P

T E

N S

IO

N

L A

P

TYP.

0"

ROUGHEN (E) SURFACE TO 1/4" AMPLITUDE

1-1/4"Ø HOLE IN (E) SLAB. FILL

WITH ADHESIVE AFTER

INSTALLING DOWEL TYP.

(2) #6 THROUGH-DOWELS AT 12" O.C.

SEE FOR SHEAR WALL

REINFORCEMENT AND DETAILS

BELOW FIRST FLOOR

NOTE:

1. LOCATE (E) REINFORCEMENT USING

NON-DESTRUCTIVE METHODS PRIOR

TO CORING/DRILLING HOLES FOR

ANCHORS AND DOWELS. DO NOT

DAMAGE (E) REINFORCEMENT.

DRY PACK TOP 2"

7/1-S-400

E

" 1

1'-2"±

NOTES:

1. SEE DETAILS & FOR WALL REINFORCEMENT SIZES.

2. LOCATE (E) REINFORCEMENT USING NON-DESTRUCTIVE METHODS PRIOR TO

CORING/DRILLING HOLES FOR ANCHORS AND DOWELS. DO NOT DAMAGE (E)

REINFORCEMENT.

(E) CONCRETE SHEAR

WALL AND (E) COLUMN

(N) SHEAR WALL

ROUGHEN SURFACE OF (E)

CONCRETE TO 1/4" AMPLITUDE

TYP.

TENSION LAP

1"Ø HOLE IN (E) COL. FILL WITH

NEAT-CEMENT GROUT AFTER

INSTALLING REBAR.

6" ADHESIVE

EMBEDMENT

7/1-S-400 8/1-S-400

F F.1

/4

L A

P

T E

N S

IO

N

ROUGHEN (E) SURFACE TO

1/4" AMPLITUDE

(E) SHEAR WALL

(N) SHEAR WALL INFILL

#4 ADHESIVE DOWEL

CNTRD. 6" EMBED. 6"

O.C. TYP.

NOTE:

THIS DETAIL IS SIMILAR FOR ALL FOUR SIDES OF OPENING.

#4@12" EW EF

8"

DRY PACK AT TOP2

11"

T Y

P

/2

TYP.

4"

(4) 5/8"Ø POST INSTALLED

EXP. ANCHORS IN 1"Ø

HOLE. ANCHORS ON ONE

SIDE OF WEB MAY

OMITTED ALONG SOUTH

WALL OF 1922 AND 1944

ADDITIONS

PL. WASHER

1/4"x1-3/4"x1-3/4"

W/ STD. HOLE

PL. 3/4"

3/16

4 SIDES TYP

1/4

1/4

FIRST FLOOR

415'-1 1/4"

F

8"SHELF

5 1/2"

9 1/2"

1'-3"

(E) BSMT WALL

(E) CONCRETE

AREAWAY EXTERIOR

WALL.

(E) 10" SLAB (N) SLAB-ON-GRADE

DEMOLISH (E) GRATING AND

CONSTRUCT (N) SLAB ABOVE

AREAWAY

3'-10"±

1'-0"

#5@12" 6"

ADHESIVE EMBED

0"

(3) #5 CONT.

#5@12 6" ADHESIVE EMBED,

ALL FOUR SIDES

#5@12 EW T&B

#5@12 6" ADHESIVE

EMBED.

EL. 413'-5 7/8" ±

NOTE:

1. USE PLATE COMPACTOR TO

COMPACT FILL OVER (E) AND (N)

AREAWAY ROOF.

ISOLATION JT

EQ EQ

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :0

A

M

Approver

EXISTING BLDG.

SECTIONS

1-S-400

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1" = 1'-0"

SECTION: CONNECTION AT W10 COL.

1" = 1'-0"

(N) SHEAR WALL: GRID LINE G

1" = 1'-0"

(N) SHEAR WALL: GRID LINE F

3/4" = 1'-0"

SECTION: (N) SHEAR WALL GRID LINE 5

3/4" = 1'-0"

SECTION: (N) SHEAR WALL GRID LINE 5

1" = 1'-0"

PLAN VIEW: SHEAR WALL REINF. AT (E) COL.

1" = 1'-0"

SECTION: INFILL AT (E) SHEAR WALL OPENING

1 1/2" = 1'-0"

W10 BASE PLATE

1" = 1'-0"

SECTION: AREAWAY ROOF SLAB

VIS Construction Consultants 595 Dorset Street, Suite #5

(E) SLAB

(N) SLAB

#4 ADHESIVE DOWEL,

6" EMBED. 9" O.C.

#4@9" 180° STD.

HOOK EA. END

T Y

P

#4@9

TYP.

1'-0"

ROUGHEN (E) SURFACE TO

1/4" AMPLITUDE, TYP.

OVERCUT SLAB AT

SLIGHT ANGLE

SECOND FLOOR

427'-1 1/4"

F.8

(E) HSS8X4X5/16

REMOVE (E) W8

AFTER INSTALLING

TEMP BRACINGW12x26

W12x26

(E) HSS8X4X5/16

(2) 3/4"Ø BOLTS MIN. 1-1/4" HORZ.

AND VERT. EDGE DISTANCE.

PL 3/8"x4"x0'-6"

FULL DEPTH CONN.

PL. 3/8" TYP.

VIF

8"±

FULL DEPTH

PL. 3/8"

CURB

TEMP. BRACING OF (E) POSTS

BY CONTRACTOR.

TRIM FLANGE AS REQ'D.

W8x10

1/4

1/4

3 SIDES TYP

1/4

1/4

3 SIDES TYP

1/4

1/4

1/4

1/4

FIRST FLOOR

415'-1 1/4"

C

(E) SLAB

(E) CONC. BEAM

MC10

WT4x14x0'-8" LONG

(2) 3/4"Ø A325-SC BOLTS IN VERT. LSL

HOLES. 1 1/4" MIN. EDGE DIST.

(2) 5/8"Ø EXP. ANCHORS IN HORIZ

LSL HOLES. TYP. EA. SIDE. 5" EMBED.

T Y

P

/2

SHIM MC10 TIGHT

TO SLAB

FIRST FLOOR

415'-1 1/4"

MC10, TYP.

MC10

(E) SLAB

PL. 3/8"x3-1/2"x8"

SHIM MC10

TIGHT TO SLAB

T Y

P

/2

TYP.

1 1/2"

(2) 3/4"Ø A325-SC BOLTS

IN VERT. LSL HOLES,

TYP.

1/4

1/4

G

5/8"Ø DOWEL BAR ANCHOR

@ 10" O.C. VERT.

WALL REINFORCEMENT.

SEE PLAN AND SECTIONS

DO NOT PRIME SURFACE OF STEEL

IN CONTACT WITH CONCRETE

(N) COL.

(N) SHEAR WALL

G

4"± 1'-1"

(N) SHEAR WALL

(N) COL., TYP. DO

NOT PRIME.

DBA SEE , TYP.

4"

SHEAR WALL REINFORCEMENT

SEE

#4 HAIR PIN @ 12" O.C.,

ALTERNATING

DIRECTIONS

6/1-S-401

1/1-S-400

FIRST FLOOR

415'-1 1/4"

1.7 1.1

(N) WALL CONSTRUCTION

SEE ARCH.

(E) FDN WALL

(N) SLAB-ON-GRADE

(E) AREAWAY WAY WALL

(E) AREAWAY ROOF SLAB

EL. 411'-5 1/4" ±

8"± 1'-9"±

NOTE:

1. USE PLATE COMPACTOR TO COMPACT

FILL OVER (E) AND (N) AREAWAY ROOF.

8'-5"±

TYP.

1'-5 7/8"

#5@12" 6" ADHESIVE

EMBED, TYP.

(N) AREAWAY

ROOF SLAB

#5@12 EW EF 6" ADHESIVE EMBED.

4" EDGE DISTANCE. CONTINUE

HORIZ. BARS INTO (N) FDN WALL

BEYOND FOR TENSION LAP LENGTH

ISOLATION JOINT

(N) FDN. WALL

SEE FOR

REINFORCEMENT

5/1-S-400

1.01

CONCRETE INFILL TO MATCH (E) WALL THICKNESS

#5 @ 12" OC EW, DRILL &

EPOXY INTO (E) CONCRETE

WALL. 12" TYP.

(E) WALL

NOTES:

1. FOR WALLS LESS THAN 8" THICK, USE (1) LAYER OF

DOWELS. FOR WALLS GREATER THAN 8" THICK, USE

(2) LAYERS OF DOWELS.

2. USE HIT HY 200 ADHESIVE ANCHORS FOR (E)

CONCRETE WALLS. IF ANCHORING INTO (E) MASONRY

WALLS, USE HIT HY 70 ADHESTIVE ANCHORS WITH

SCREEN TUBES.

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :0

A

M

Approver

EXISTING BLDG.

SECTIONS AND DETAILS

1-S-401

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1" = 1'-0"

TYPICAL (E) SLAB INFILL

1" = 1'-0"

(N) BRACE AT (E) HSS COLUMN

1" = 1'-0"

(N) MC10 CONNECTION TO (E) BEAM

3 1" = 1'-0"

MC10-TO-MC10 CONNECTION

1" = 1'-0"

PLAN VIEW: SHEAR WALL ANCHORAGE TO COLUMN

1" = 1'-0"

REINFORCEMENT AT WALL JOG

1/2" = 1'-0"

SECTION: AREAWAY ROOF SLAB

1" = 1'-0"

LOUVER INFILL

VIS Construction Consultants 595 Dorset Street, Suite #5

SECOND FLOOR

427'-1 1/4"

F

(E) CONCRETE LINTEL BEAM

/4

W8 COLUMN

(N) W18

W12x26

REMOVE (E) LGMF WALL FOR

COLUMN INSTALLATION

DOWELS, SEE

(2)-5/8"Ø HILTI KWIK BOLT W/ 6" EMBED. 5"

GA. IN SSL HOLE PARALLEL TO LINTEL

BEAM AXIS. SEE NOTE BELOW.

/4

PL. 1" FINISH TOP FOR BEARING

1/2" FULL DEPTH

STIFFENER EA. SIDE.

CNTR BETWEEN BOLTS

F.1

CL. (E) 12" CONC.

COL. BEYOND

CAP PL. 3/4"x8"x8-1/4" TIGHT TO

UNDERSIDE OF (E) BEAM

NOTE:

1. LOCATE (E) REINFORCEMENT IN LINTEL BEAM PRIOR TO SHOP

FABRICATION OF STEEL. DETAIL STEEL ANCHOR HOLES TO

AVOID (E) LINTEL BEAM REINFORCEMENT. PROVIDE MIN. 2-1/2"

EDGE DISTANCE FROM LINTEL BEAM EDGE FOR ANCHORS.

4 3/4" (2) 3/4" A325-SC BOLTS IN SSL

HOLES IN FLG PARALLEL TO W18

AXIS AND SSL HOLES IN PL. PERP.

TO W18 AXIS

1 1/2"

PL. 3/4"x6"x8"

(E) STIRRUPS #4@12" O.C. VIF

(E) BOT. REINF. 3-#6 VIF

2"

6"

1 1/4"

CL (N) W8 COL.

1/4

3 SIDES

BOTH SIDES

OF WEB

3/8

TYP BOTH

SIDES OF

STIFF PLATE

1/4

1/4

3 SIDES TYP

2/1-S-400

VESTIBULE TOS

423'-11 3/4"

SEE CONCRETE CURB TYP. DETAIL

SECOND FLOOR

427'-1 1/4"

1.1

PL. 3/8" CONT.

PL. 3/8". ALIGN WITH W12s AND AT 4'-0" O.C. MAX.W18x55

W12x26

SEE PLANS AND TYP.

DETAILS FOR SLAB

EDGE CONDITION

FULL DEPTH CONNECTION

PLATE. MIN. 3/8" THK.

5 1/2"

1/4

1/4

3 SIDES

1/4

1/4

1.01

SEE CONCRETE

CURB TYP. DETAIL

FIRST FLOOR

415'-1 1/4"

5.3

6"

"C

L R

U

O N

"C

L R

"M

IN

"PITCH TO DRAIN

(E) FOUNDATION WALL,

DO NOT DAMAGE (E) WP

(E) CONCRETE

JOIST & SLAB

COMPACTED

STRUCTURAL FILL

L4x4x1/2 CONT. NOSING W/ 3/8"Øx3" LONG HEADED STUD @

12" O.C. GALVANIZED

#4@12" E.W. E.F., TYP.

#6@12" E.W. E.F., TYP.

T E

N S

IO

N

L A

P

#6@12 STD. HOOK, TYP.

TENSION LAP

#4@12 W/ STD. HOOK, TYP.

BROOM FINISH WITH DIRECTION

PARALLEL TO SLOPE

SEE CIVIL FOR ELEV.

5.7

9"Ø HOLE FILLED WITH 12" LAYER OF CRUSHED

STONE AND COVERED WITH FILTER FABRIC FOR

DRAINAGE

COMPACTED

GRAVEL

FILTER FABRIC

#4@12" E.W. E.F.

(E) LOUVER OPENING TO BE

REMOVED AND INFILLED, SEE

TYP. DETAILS

10"

10"

#6 EPOXY DOWEL INTO

(E) FND WALL @ 12" OC

SECOND FLOOR

427'-1 1/4"

5.35.7

(E) LOAD BEARING BRICK

MASONRY WALL

(E) LINTEL BEAM

(E) SLAB CONSTRUCTION ROOF DECK

W8x18 W8x18

HSS 4x4, TYP.

CAP PL. SEE TYP. DETAILS

1-S-402

T.O. STEEL 426'-11 3/4"

SECOND FLOOR

427'-1 1/4"

H.5

HSS POST

W8, TYP.

NOTES:

1. DESIGN SHEAR CONNECTION FOR 80% OF COPED BEAM

SHEAR STRENGTH.

2. ALL BOLTS SHALL BE SLIP CRITICAL.

CJP, TYP

ROOF

439'-1 1/4"

WP

WP

/4

1'-7 3/4"

(E) W8

(E) W8 RAFTER

(E) W16

(N) L2x2

PL. 3/8"x4"x5" CNTRD.

M

IN

2 3/4"

PL. 3/8"x3-1/2" FITTED

CFMF BEAM DESIGNED BY OTHERS

TO SPAN BETWEEN (E) W8 BEAMS

(N) WALL SYSTEM AND

BACKUP (BY OTHERS)

M

IN

1 3/4"

1/4

1/4

1/4

1/4

3 SIDES TYP

1/4

1/4

3-6

3-6

1/4

1/4 T&B

SECOND FLOOR

427'-1 1/4"

F F.2

1'-0 5/8"

CAP PL 1"x9"x1'-0"

FULL DEPTH CONN. PL. MIN. 1/2" THK

(CONN. PL. DESIGN BY FABRICATOR).

TYP. BOTH SIDES

FITTED STIFF. PL. 1/2" THK.

TYP. BOTH SIDES ALIGN WITH

COL. FLANGE

(N) W12

(E) SLAB

(E) SHEAR WALL

(E) SHEAR WALL

3"

(4) 3/4"Ø A325 BOLTS (2 EA. SIDE)

STD. GAUGE

(N) W18

(N) W8 COL.

DOWELS, SEE

(N) SLAB CONSTRUCTION

1/4

1/4

3 SIDES TYP

1/4

1/4

3 SIDES TYP

2/1-S-400

SECOND FLOOR

427'-1 1/4"

H

CAP PLATE, SEE

TYP DETAILS

W8, TYP

HSS POST

CJP, TYP

NOTES:

1. DESIGN SHEAR CONNECTION FOR 80% OF COPED BEAM

SHEAR STRENGTH.

2. ALL BOLTS SHALL BE SLIP CRITICAL.

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :1

A

M

Approver

INFILL ADD. & LOADING

DOCK SECTIONS

1-S-402

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1 1/2" = 1'-0"

SECTION: W18 AT (N) COLUMN

1 1/2" = 1'-0"

SECTION: INFILL ROOF SLAB EDGE

3/4" = 1'-0"

SECTION: LOADING DOCK SLAB AND FOUNDATION

3/4" = 1'-0"

SECTION: LOADING DOCK ROOF

3" = 1'-0"

SECTION: W8 TYP. MOMENT CONNECTION

1 1/2" = 1'-0"

SECTION: (N) BRACE AT TOP OF (N) WALL

1 1/2" = 1'-0"

SECTION: W18 AT (N) COL.

3" = 1'-0"

SECTION: W8 TYP. MOMENT CONNECTION

VIS Construction Consultants 595 Dorset Street, Suite #5

SECOND FLOOR

427'-1 1/4"

3.35.3

5.7

4.2

1-S-404

1.01

T.O. BRICK SHELF 415'-5 1/4"

T.O. WALL 415'-1 1/4"

T.O. WALL 415'-1 1/4"

T.O. BRICK SHELF 413'-9 1/4" T.O. BRICK SHELF 412'-5 1/4"

3'-8" 1'-0" 1'-10 3/4"

RAMP SLAB,

SEE PLAN

FINISHED GRADE,

SEE CIVIL

18'-0" 14'-9" 19'-0" 24'-4"

VESTIBULE TOS

423'-11 3/4"

2.29

COMPACTED BACKFILL

FOUNDATION WALL

PROVIDE ROOF DECK

PENTRATION FOR COLUMN

EXTENSION. SEE ARCH FOR

WATERPROOFING DETAILS.ROOF DECK, SEE PLAN

(E) MASONRY WALL

1-S-4045

1-S-404

1-S-403

1-S-404

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

73 3.35.35.7 4.2

1-S-404

2.5

RAMP SLAB

BEYOND

WALL STEP

1'-1 1/2" TO WALL STEP

7 1/2" TO

GUARDRAIL, SEE ARCH

T.O. WALL 415'-5 1/4"

T.O. WALL 413'-9 1/4"

T.O. WALL 412'-5 1/4"

1'-4 1/2"

8'-2" 18'-0" 14'-9" 16'-3"

CANOPY FRAMING,

SEE PLAN

ROOF DECK, SEE PLAN

PROVIDE ROOF DECK

PENTRATION FOR COLUMN

EXTENSION. SEE ARCH FOR

WATERPROOFING DETAILS.

COMPACTED BACKFILL

(E) MASONRY WALL

LOADING DOCK FOUNDATION

REFER TO DETAIL 5/S-402

FOUNDATION WALL BEYOND

1-S-403

HSS4x4x1/4

CONTROL

JOINT

CONTROL

JOINT

4.2

G.8

1-S-404

BASE PLATE, SEE

COLUMN SCHEDULE

HSS4x4 COLUMN

EXTERIOR WALL AT

ACCESS RAMP

FINISHED GRADE,

SEE CIVIL

2'-0"

10"

DOWEL TO MATCH

SLAB REINF

(3) #5 CONT

#5 @ 12" OC

#5 @ 12" OC

EW EF

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :1

A

M

Approver

SECTIONS AND DETAILS

1-S-403

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1/4" = 1'-0"

ELEVATION: ACCESS RAMP

1/4" = 1'-0"

ELEVATION: ACCESS RAMP

ACCESS RAMP FRAMING,

SEE PLAN

1 1/2" = 1'-0"

BASE PLATE DETAIL

3/4" = 1'-0"

WALL SECTION AT END OF RAMP

VIS Construction Consultants 595 Dorset Street, Suite #5

SECOND FLOOR

427'-1 1/4"

G.7 G.8

1-S-403

EXTEND COLUMN ABOVE

SLAB. SEE ARCH FOR

WATERPROOFING DETAILS.

BENT PLATE,

SEE TYP. DETAILS

STEP T.O. WALL SECTION

FOR FACADE, SEE ARCH

DRAWINGS

6" 10"

RAMP SLAB,

SEE PLAN

WF COLUMN,

SEE SCHEDULE

1-S-403

POST LANDS ON TOP OF

WALL, SEE 2/1-S-404

HSS4x4 POST, TYP.

BRICK VENEER,

SEE ARCH

W10x12, FRAME INTO

COLUMN WEB

GALVANIZED ROOF DECK,

SEE PLAN

W12x14

PROVIDE THERMAL

INSULATION PAD

COMPOSITE SLAB,

SEE PLAN

WF BEAM,

SEE SCHEDULE

COMPACTED STRUCTURAL FILL

FLOOR CONSTRUCTION,

SEE PLAN

TYPICAL ROOF EDGE,

SEE TYP. DETAILS

1-S-403

6'-0"

3/4" CHAMFER, TYP

DOWEL @ 12" OC,

BOTH SIDES

GUARDRAIL, SEE ARCH

1-S-404

6BETWEEN

COLUMNS

FIRST FLOOR

415'-1 1/4"

H.5 J

(N) OPENING FOR

DUCTWORK, COORD SIZE

AND LOCATION w/ MEP

SLAB CONSTRUCTION,

SEE PLAN

FOR FOUNDATION SLAB

REINF, SEE 5/1-S-402

(N) OPENING FOR

DUCTWORK. COORD SIZE

AND LOCATION w/ MEP

6"

3'-4"

2'-8"

(2) #6 BARS IN ADDITION

TO TYPICAL WALL

REINFORCEMENT.

DEVELOP BARS PAST

EDGE OF OPENING.

(2) #6

#4@12 O.C.

#4@12" O.C

CORNER BARS AT OPENING.

SEE TYP. DETAILS. BARS

OCCUR AT ALL WALL

OPENINGS

SECOND FLOOR

427'-1 1/4"

G.7

1-S-404

11 1/2"±

W10x12 GALV

THERMAL ISOLATION PADS

BY ISOKORB. ALIGNED WITH

BUILDING INSULATION

W14x22 (15)

W14x61

1/4

1/4

3 SIDES

END PL. 1/2"

FLG. PL. 3/8" T&B

WEB PL. 3/8"

1/4

1/4

END PL. 1/2"

TYP. ROOF EDGE SUPPORT.

SEE TYP. DETAILS

NOTES:

1. SOME FRAMING NOT SHOWN FOR CLARITY.

2. DESIGN LOADS AT ISOKORB THERMAL BREAK (ULTIMATE LOADS):

SHEAR = 15 KIPS

TENSION/COMPRESSION = 5 KIPS

STRONG AXIS MOMENT = 16 FT-KIPS

WEAK AXIS MOMENT = 10 FT-KIPS

3.3

G.7

11 1/2"

1-S-404

W14x22 (15)

W16x36 (18)

W14x61

W10x12 GALV

BUILDING INSULATION. SEE ARCH

ISOKORB THERMAL BREAK. ALIGN WITH

BUILDING INSULATION

END PL.

FLANGE PL

WEB PLATE BELOW

SECOND FLOOR

427'-1 1/4"

G.7

NOTES:

1. SOME FRAMING NOT SHOWN FOR CLARITY.

2. DESIGN LOADS AT ISOKORB THERMAL BREAK (ULTIMATE LOADS):

SHEAR = 15 KIPS

TENSION/COMPRESSION = 5 KIPS

STRONG AXIS MOMENT = 16 FT-KIPS

WEAK AXIS MOMENT = 10 FT-KIPS

ISOKORB THERMAL BREAK ALIGN

WITH BUILDING INSULATION

END PL. 1/2"

1/4

1/4

3 SIDES

TYP. ROOF EDGE SUPPORT.

SEE TYP. DETAILS

1/4

1/4

SECOND FLOOR

427'-1 1/4"

G.7

ARCH

SEE ROOF EDGE SUPPORT,

SEE TYP DETAILS

DECK, DIRECTION

VARIES

C L R

C L

RSTEEL FRAMING,

SEE PLANS

METAL STUD,

DESIGNED BY OTHERS

ATTACH DEFLECTION TRACK

TO FLAT PLATE OR ROOF DECK

DEFLECTION TRACK, MIN 1"

ALLOWABLE MOVEMENT UP

OR DOWN

FACADE, SEE ARCH

CLIP STUD AT BEAM

FLANGE AS SHOWN,

IF REQ'D

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :1

A

M

Approver

SECTIONS AND DETAILS

1-S-404

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

3/4" = 1'-0"

SECTION: AMBULANCE ACCESS

3/4" = 1'-0"

LOADING DOCK AREAWAY

1 1/2" = 1'-0"

SECTION: THERMAL BREAK AT COLUMN WEB

1 1/2" = 1'-0"

PLAN: THERMAL BREAK AT COLUMN WEB

1 1/2" = 1'-0"

SECTION: THERMAL BREAK AT COLUMN FLANGE

1 1/2" = 1'-0"

SECTION: METAL STUD CONNECTION TO ROOF SLAB AT ADDITION

VIS Construction Consultants 595 Dorset Street, Suite #5

DC

1-S-501

F10 [ 407'-9 1/4" ]

F10

F10

3'-3" 3'-5" 8'-6" 3'-5" 1'-3"

[ 407'-9 1/4" ]

[ 407'-9 1/4" ][ 407'-9 1/4" ] F10

P9P9

P9 P9

C.1 C.9

.01

.02

1.01

.03

.04

C.7C.3

1-S-501

F7

P6P6

F7

[ 409'-3 1/4" ] [ 409'-3 1/4" ]

F7

P6 P6

F7

[ 409'-3 1/4" ] [ 409'-3 1/4" ]

1-S-501

1-S-500

1-S-500

DOWEL INTO (E)

BUILDING FOUNDATION

DC

1-S-501

22'-8"

C.1 C.9

.01

.02

1.01

R-3

HSS8x8x5/8

POST, TYP.

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

HSS10x10x3/8 ARCHED

HSS10x10x3/8 ARCHED

HSS10x10x3/8 ARCHED

HSS10x10x3/8 ARCHED

.03

.04

C.7C.3

HSS8x8x1/2

HSS8x8x1/2

HSS8x8x1/2

HSS8x8x1/2

1-S-501

1-S-501

SIM

1-S-501 W x

W x

W x

W8x18

W8x18

BEAM RUNS

OVER COLUMN

R-4

EL 424'-1 1/4"

1-S-501

1-S-501

1-S-501

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

H S

S x x /2

5 7/8"

BEAM RUNS

OVER COL, TYP.

TOS AT HP =

488'-10 3/4"

DECK NOTE R-3:

1 1/2" (20 GA) METAL ROOF DECK. ROOF DECK MUST BE BENT

TO MATCH CURVATURE OF CANOPY FRAMING SYSTEM.

SLAB NOTE S-5:

5" THICK SLAB-ON-GRADE RAMP. REINFORCE WITH #4 EPOXY

BARS @ 15" E.W. TOP PROVIDE ISOLATION AND CONTROL

JOINTS PER TYPICAL DETAILS. DO NOT OVERCUT JOINTS.

(S E

E P

L A

N

S L A

B T

H

IC

K N

E S

S

T

(SEE SCHEDULE)

LAP SPLICE

(SEE SCHEDULE)

LAP SPLICE

"T

"T

TYP. SLAB REINFORCEMENT

(SEE PLAN)

UNDISTURBED NATIVE SOIL

OR COMPACTED ENGINEERED

BACKFILL(2) #5 BARS

TYP. SLAB REINFORCEMENT

(SEE PLAN)

#5 @ 12" OC BOT

REINF. TO MATCH SIZE & SPACING

OF TYP. SLAB REINFORCEMENT

FOR SLOPE SEE PLAN

SEE ARCHITECTURAL DRAWINGS

FOR STAIR DIMENSIONS

DC

1-S-501

C.1 C.9

.01

.02

1.01

.03

.04

C.7C.3

3'-3" 3'-5" 8'-6" 3'-5" 1'-3"

HSS8x8x5/8 CANOPY

POST, TYP.

S-5

CIP CONCRETE

STAIRS

415'-1 1/4"

414'-9 1/2"

SLOPED

S L O

P E

D O

W N

S-5

TOC EL 415'-1 1/4"

CONTROL

JOINT, TYP

HSS5x5x1/4 VESTIBULE

POST, TYP.

1-S-500

1-S-501

1-S-501

1-S-500

2" EXPANSION JOINT

6" WIDE x 4" HIGH CONC CURB

AT PERIMETER OF VESTIBULE.

COORD DOOR LOCATION w/

ARCH DRAWINGS

HANDRAIL, TYP. SEE

ARCH DRAWINGS.

1-S-500

1-S-500

DECK NOTE R-4:

1 1/2" (20 GA.) GALVANIZED METAL ROOF DECK. TOP OF DECK

(TOD) ELEVATION AS NOTED ON PLAN.

FIRST FLOOR

415'-1 1/4"

.03

APRON SLAB DOWELLED INTO

SLOPED SLAB w/ @4 @ 15" OC

SEE ARCH DRAWINGS

FOR ENCLOSURE

SLOPED SLAB,

SEE PLAN

INTERIOR

EXTERIOR

10"BUILD WALL OUT AS

REQ'D TO GET 4"

BEARING OF SLAB

JOINT FILLER

4"BEARING

FIRST FLOOR

415'-1 1/4"

C C.1

DOWEL TO RAMP SLAB

(RAMP BYOTHERS)

VESTIBULE,

SEE PLAN

NOTE TO GENERAL CONTRACTOR

THE ELEVATIONS SHOWN ON THE STRUCTURAL AND CIVIL DESIGN DRAWINGS

ARE BASED ON NAVD 88 WITH AN UPDATED FIRST FLOOR ELEVATION OF 415.1 FT.

THE ORIGINAL 1977 DRAWINGS REFERENCE FIRST FLOOR ELEVATION OF 415'-8".

NOTE THAT THERE IS A 6.5" +/- DISCREPANCY BETWEEN THE ORIGINAL 1977 BASE

BUILDING DRAWINGS AND THE CURRENT DESIGN DRAWINGS.

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :1

A

M

Approver

CANOPY AND VESTIBULE

DETAILS

1-S-500

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

3/8" = 1'-0"

CANOPY FOUNDATION PART PLAN

3/8" = 1'-0"

CANOPY FRAMING PART PLAN

3/4" = 1'-0"

SITE STEPS ON GRADE

3/8" = 1'-0"

CANOPY FIRST FLOOR PART PLAN

3/4" = 1'-0"

SECTION AT CANOPY AND VESTIBULE

3/4" = 1'-0"

SLAB SECTION AT RAMP

NOTES:

1. ALL CANOPY FRAMING IS HOT-DIPPED GALVANIZED.

2. APPLY SPRAY FIREPROOFING TO STRUCTURAL STEEL WHERE SHOWN IN ARCHITECTURAL

DRAWINGS. SEE ARCH FOR SPECIFICATIONS. SEQUENCE INSTALLATION OF SPRAY

FIREPROOFING AND FINISHES TO ENSURE ALL STRUCTURAL STEEL SURFACES ARE ACCESSIBLE

FOR FIREPROOFING.

3. ALL FORMED SURFACES EXPOSED IN THE FINAL CONDITION SHALL BE TREATED AS

ARCHITECTURAL CONCRETE AND CLASSIFICATION B. THESE AREAS INCLUDE BUT ARE NOT

LIMITED TO:

A. LOADING DOCK

B. AMBULANCE ACCESS RAMP

VIS Construction Consultants 595 Dorset Street, Suite #5

C.7C.3

VESTIBULE TOS

423'-11 3/4"

CIP SLAB-ON-

GRADE, SEE PLAN GRADE, SEE CIVIL

8'-6"

1-S-501

OH

HSS5x5 VESTIBULE POST

1-S-500

ROOF DECK,

SEE PLAN

W8x18

W6x20

2'-4"

CONCRETE CURB,

SEE TYP. DETAILS C.3

VESTIBULE TOS

423'-11 3/4"

9" x 1'-4" x 1/2" CAP PLATE

CLR

1 5/8"

(4) 3/4" ⌀ A325N BOLTS

3/8" FULL-DEPTH SHEAR PLATE

HSS5x5 VESTIBULE POST1/4

W8x18

ROOF DECK, SEE PLAN

1-S-501

TYPICAL ROOF EDGE,

SEE TYP. DETAILS

W8x18

9"

6"

.04

VESTIBULE TOS

423'-11 3/4"

1/4

1/4

TYP

ROOF DECK,

SEE PLAN

3/8" EXTENDED

SHEAR TAB

3/8" FULL-DEPTH

STIFFENER

9" x 1'-4" x 1/2" CAP PLATE

HSS VESTIBULE POST

1/4

1 1/2"

(2) 3/4"⌀ SLIP CRITICAL

A325 BOLTS

TYPICAL ROOF EDGE,

SEE TYP. DETAILS

1/2"

/2

/2

(4) 3/4"⌀ A325 BOLTS

CANOPY TOS

428'-9 1/4"

.02

ARCHED HSS10x10 1/2"

1/4

1/4

DIST, TYP

1 1/2"EDGE

(2) 9"x3 1/2"x1/2"

CONN PLATES

9"x9"x1/2" CAP PLATE

1/4

3 SIDES(2) 3/4"Ø A325N

BOLTS, 3" OC

HSS8x8 PURLIN

FIRST FLOOR

415'-1 1/4"

SECOND FLOOR

427'-1 1/4"

D C

CANOPY TOS

428'-9 1/4"

23'-0"

C.1C.9

HSS8x8x5/8 POST, TYP.

HSS10x10x3/8

CURVED CANOPY BEAM

HSS8x8x1/2

PURLINS

NOTES:

1. ALL CANOPY FRAMING IS HOT-

DIPPED GALVANIZED.

2. GRIND ALL WELDS SMOOTH

AND APPLY COLD GALVANIZING

COMPOUND AT ALL WELDED

CONNECTIONS.

CONCRETE SLAB-ON-

GRADE AND STAIRS

R

'-4

C.7 C.3

VESTIBULE TOS

423'-11 3/4"

ROOF DECK, BENT TO MATCH

STEEL CURVATURE

1-S-501

THICKENED

SLAB LIMITS

FINISHED GRADE, SEE

ARCH & CIVIL DRAWINGS

T.O. PIER 415'-7 1/4"

C.9

HSS8x8x5/8

POST, TYP.

MITER TOP OF POSTS TO

MATCH CANOPY

CURVATURE

CJP

HSS8x8x1/2 PURLIN

METAL DECK

NOTES:

1. ALL CANOPY FRAMING IS HOT-

DIPPED GALVANIZED.

2. GRIND WELDS SMOOTH AND

APPLY COLD GALVANIZING

COMPOUND AT ALL WELDED

CONNECTIONS.

9"x9"x1/2" PLATE

1/4

1/4

FIRST FLOOR

415'-1 1/4"

1-S-501 .01

CONCRETE STEPS

BEYOND

COMPACTED

BACKFILL

SLOPED CONCRETE

SLAB, SEE PLAN

BRICK VENEER, SEE

ARCH DRAWINGS

HSS CANOPY POST

DOWELS TO MATCH

PIER VERTICAL

REINFORCEMENT

REFER TO S-301 FOR

PILASTER REINFORCEMENT

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

I:

\B

O S \P ro je ct s\

\1

.0

-N

H V A \D ra w in g s\

W o rk in g S e t\

R e v it \L

O C A L

U S E R S \m w h it e \1

R S tr u ct u ra l_ m w h it e .r v t

/2

/2

:2 :2

A

M

Approver

CANOPY AND VESTIBULE

DETAILS

1-S-501

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

3/8" = 1'-0"

VESTIBULE SECTION

1 1/2" = 1'-0"

VESTIBULE CONNECTION

1 1/2" = 1'-0"

VESTIBULE CONNECTION

1 1/2" = 1'-0"

CANOPY HSS SHEAR CONNECTION

1/4" = 1'-0"

CANOPY ELEVATION

1 1/2" = 1'-0"

CANOPY MOMENT CONNECTION

1/2" = 1'-0"

CANOPY BASE DETAIL

VIS Construction Consultants 595 Dorset Street, Suite #5

1' - 6"

1' - 0" *

* WITH BOTH

CLOSER AND A

LATCH

PUSH SIDE

PULL SIDE

FRONT APPROACH

a

PUSH SIDE

PULL SIDE

HINGE SIDE APPROACH

3' - 0" a b

3' - 6" b

* WITH BOTH CLOSER

AND A LATCH

PUSH SIDE

PULL SIDE

LATCH SIDE APPROACH

2' - 0"

2' - 0"

* WITH

CLOSER

NOTES:

1. INFORMATION TAKEN FROM 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, CHAPTER 4, SECTION 404.

2. ALL DIMENSIONS PROVIDED ARE MINUMUM DIMENSIONS.

1' - 10"

TOPSOIL

ROOF BALLAST

CRUSHED GRAVEL

CONCRETE

CONCRETE BLOCK

BRICK

PLASTER/MORTAR, PRECAST

CONC, CONC OR EIFS IN

ELEVATION

STUCCO/MORTAR

STEEL

ALUMINUM

SHEET METAL IN ELEVATION

MARBLE

ACOUSTICAL TILE

WOOD BLOCKING OR

CONTINUOUS NAILER

WOOD SHIM

HARDWOOD TRIM

PLYWOOD

BATT INSULATION

RIGID INSULATION

WATERPROOF MEMBRANE

GLASS (LARGE SCALE)

GYPSUM BOARD

CERAMIC TILE

4' -0

SOAP & PAPER TOWEL

DISPENSER COUNTER

4' -0

BATHROOM

SHELF

HAND

SANITIZER

4' -0

FIRE

EXTINGUISHER

CABINET

2' -6

ELEC. HEALTH

RECORD

COMPUTER (EHR)

4' -0

WALL PHONE COAT HOOK ON

DOOR

4' -0

NOTES:

THE DIMENSIONS SHOWN ARE FOR TYPICAL MOUNTING HEIGHTS.

SEE ELEVATIONS FOR MOUNTING HEIGHT FOR INFREQUENTLY USED ITEMS.

SEE ELEVATIONS FOR ATYPICAL MOUNTING HEIGHTS.

4"

EQ EQ

ELECTRONIC DOOR

CONTROL DEVICE

8"

DS

3' -6

NC

LIGHT SWITCHES, NURSE

ASSIST, DUTY STATION

ROOM SIGNAGE

8"

5' -0

M

A X

T O

T O

P

W

SF

L

CW

15A

101A

100.00

±0"

±0"

OFFICE

A3-1

A3-1

A4-1

BM

96.5

T-2

SPOT ELEVATION NEW WORK

BENCH MARK ELEVATION

ELEVATION (PLAN VIEW)

CHANGE IN FLOOR OR CEILING

CENTERLINE

SECTION LINE

MATCH LINE

PROPERTY/REFERENCE LINE

HIDDEN OR FUTURE WORK

OR WORK TO BE REMOVED

FLOOR LINE ELEVATION

MATCH LINE - SEE A1-2

PARTITION TO BE DEMOLISHED

NEW PARTITION

EXISTING PARTITION

DOOR NUMBER TAG

WINDOW TAG

EXISTING COLUMN LINE

REFERENCE

ROOM NAME & NUMBER TAG

PARTITION TYPE TAG

ELEVATION TAG ON SECTION

w/ EMER. RELEASE HARDWARE

EXISTING DOOR TO BE REMOVED

EXISTING DOOR TO REMAIN

NEW SWING DOOR

NEW SWING DOOR (180 Deg.)

NEW SWING DOOR (90 Deg.) NEW COLUMN LINE

REFERENCE

EXTERIOR ELEVATION TAG

BUILDING OR WALL SECTION TAG

PLAN OR ENLARGED DETAIL

TAG

INTERIOR ELEVATION TAG

STOREFRONT TAG

GENERAL NOTES

TOILET ACCESSORIES TAG

CURTAINWALL TAG

BORROWED LIGHT TAG

LOUVER TAG

No.

BL1

DRYWALL TO BE DEMOLISHED

EXISTING PARTITION

FENCE

NEW GRADING CONTOUR

EXISTING GRADING CONTOUR

A2-1

FEC

FURNITURE OR EQUIPMENT

FURNISHED BY COR

FIRE EXTINGUISHER

CABINET

BUMPER RAIL, CHAIR RAIL,

KICK RAIL, ANDRAIL

AUTOMATIC DOOR

PUSH PLATE

BR-1, CR-1, KR-1, HR-1

CORNER GUARD

DEMOLITION NOTES

PP

1 WALL TAG

ARCHITECTURAL ABBREVIATIONS

AMERICAN DISABILITY ASSOCIATION

AIR CONDITIONING

ANCHOR BOLT

ABOVE

ACCESS

ACOUSTICAL CEILING TILE

AREA DRAIN

ADHESIVE

ADJUSTABLE

ABOVE FINISHED FLOOR

AGGREGATE

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ANESTHESIA

ANODIZED

ARCHITECTURAL

ASBESTOS

ASPHALT

ATTENUATION

AUTOMATIC

AIR VAPOR BARRIER

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

BENCH MARK

BOTTOM

BUMPER RAIL

BEARING

BRICK

BRONZE

BASEMENT

BRITISH THERMAL UNIT

BUILT-UP ROOFING

BEVELED

CABINET

CATCH BASIN

CUBICAL CURTAIN TRACK

CORONARY CARE UNIT

CEMENT

CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED

COR INSTALLED

CORNER GUARD

CAST IRON

CIRCLE

CONSTRUCTION JOINT

CENTER LINE

CEILING

CAULKING

CLOSET

CLOSURE

CLEAR

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

COMPOSITE FLOORING

CONCRETE

CONDENSER

CONFERENCE

CONNECT (ION)

CONTINUOUS

CONTRACTOR

CONTRACTING OFFICER REPRESENTATIVE

CORRIDOR

CARPET

CHAIR RAIL

CRASH RAIL

CENTRAL STERILE

CONSTRUCTION SPECIFICATION

INSTITUTE

CASEMENT

CERAMIC TILE

CABINET HEATER UNIT

COLD WATER

CERAMIC WALL TILE

DEPTH / DEEP

DOUBLE ACTING

DOUBLE

DEGREE

DEMOLITION

DEMOUNTABLE

DEPRESSED

DETAIL

DRINKING FOUNTAIN

DECORATIVE GLASS

DOUBLE HUNG

DIAMETER

DIAGONAL

DIMENSION

DIVISION

DOWN

DOOR

DISHWASHER

DRAWING

DRAWER

EAST

EACH

EMERGENCY DEPARTMENT

EXHAUST FAN

EXTERIOR INSULATING

FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELECTRIC (AL)

ELEVATOR

EMERGENCY

EMERGENCY MECH. ROOM

ENCLOSURE

EMERGENCY ELECTRICAL OUTLET

EMERGENCY POWER

EPOXY PAINT SYSTEM

EXTERIOR PAINT SYSTEM

EQUAL

EQUIPMENT

EXISTING TO REMAIN

ENVIRONMENTAL SERVICES

EYE WASH & SHOWER

ELECTRIC WATER COOLER

EXCAVATE

EXHAUST

EXISTING

EXPANSION

EXTERIOR

FIRE ALARM

FABRICATED

FASTENER

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR ELEVATION

FIRE HOSE &

EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISH (ED)

FLOOR

FLUORESCENT

FACTORY MUTUAL

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUD

FIREPROOF

FIREPLACE

FIRE RETARDANT TREATED

FOOT / FEET

FABRIC TACK BOARD

FOOTING

FURNISH, FURNITURE

FURRED, FURRING

FUTURE

GAUGE

GALVANIZED

GENERAL CONTRACTOR

GLASS FIBER REINFORCED GYPSUM

GLASS, GLAZING

GLASS MOSAIC TILE

GRADE

GYPSUM BOARD, GYPSUM

GYPSUM WALLBOARD

HIGH

HOSE BIBB

HANDICAPPED

HOLLOW CORE WOOD

HEAVY DUTY

HARDENER

HEADER

HARDWOOD

HARDWARE

HOLLOW METAL

HOLLOW METAL INSULATED

HORIZONTAL

HIGH POINT

HAND RAIL

HOLLOW STEEL SECTION

HEIGHT

HEATING

HEATING, VENTILATING

AND AIR CONDITIONING

HOT WATER

INTENSIVE CARE UNIT

INSIDE DIAMETER

INCHES

INCLUDING

INFORMATION

INSULATE, INSULATION

INTERIOR

INVERT

ADA

A/C

AB

ABV

ACC

ACT

AD

ADHES

ADJ

AFF

AGGR

AHU

ALT

ALUM

ANEST

ANOD

ARCH

ASB

ASPH

ATT

AUTO

AVB

BD

BITUM

BLDG

BLK

BLKG

BM

BOT

BR

BRG

BRK

BRZ

BSMT

BTU

BUR

BV

CAB

CB

CCT

CCU

CEM

CC

CV

CG

CI

CIR

CJ

CLG

CLKG

CLO / C

CLOS

CLR

CMU

CO

COL

COMP

CONC

COND

CONF

CONN

CONT

CONTR

COR

CORR

CPT

CR

CR

CS

CSI

CSMT

CT

CUH

CW

CWT

D D/A

DBL

DEG

DEMO

DEMOUNT

DEP

DET/ DETL

DF

DG

DH

DIA

DIAG

DIM

DIV

DN

DR

DW

DWG

DWR

E

EA

ED

EF

EIFS

EJ

EL

ELEC

ELEV

EMERG

EMR

ENCL

EO

EP

EPS

EXPS

EQ

EQUIP

ETR

EVS

EW

EWC

EXCAV

EXH

EXIST

EXP

EXT

FA

FAB

FAST

FD

FDC

FE

FEC

FF EL

FHEC

FHC

FIN

FLR

FLUOR

FM

FOC

FOF

FOS

FPRF

FRPL

FRT

FT (')

FTB

FTG

FURN

FURR

FUT

GA

GALV

GC

GFRG

GL

GMT

GRD

GYP

GWB

H

HB

H/C

HCWD

HD

HDNR

HDR

HDWD

HDWR

HM

HMI

HORIZ

HP

HR

HSS

HT

HTG

HVAC

HW

ICU

ID

IN (")

INCL

INFO

INSUL

INT

INV

INTERIOR PAINT SYSTEM

INTRAVENOUS (IV) TRACK

JANITOR / JANITOR CLOSET

JOIST

JOINT

KITCHEN

KNOCKOUT

KICK PLATE

KICK RAIL

LENGTH

LABORATORY

LAMINATE (D)

LAVATORY

LABEL

LINEAR FOOT (FEET)

LEFT HAND

LEFT HAND REVERSE

LIVE LOAD / LOWER LEVEL

LOW POINT

LIGHT

MATERIAL

MAXIMUM

MEMBER

MECHANICAL

MEDICINE

MEMBRANE

MECH., ELEC., PLUMB.

MANUFACTURER

MAN HOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MODULAR

MONITOR

MOISTURE RESISTANT

MICRO STATION

MOUNTED

METAL

MULLION

NORTH

NOT APPLICABLE

NURSE CALL

NOT IN CONTRACT

NUMBER

NOMINAL

NORMAL POWER

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVERALL

OBSCURE

ON CENTER

OUTSIDE DIAMETER

OFFICE

OVERHEAD

OPAQUE

OPENING

OPPOSITE

POST ANESTHESIA CARE UNIT

PARALLEL

PARTITION

PARTICLE BOARD

PERSONAL COMPUTER

PORCELAIN TILE

PERFORATED

PERIMETER PLATE

PLASTIC LAMINATE

PLASTER

PLYWOOD

PATCH + MATCH

PANEL

POLYETHYLENE

PAIR

PREFABRICATED

PRESSURE TREATED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT / PAINTED

PNEUMATIC TUBE STATION

POLYVINYL CHLORIDE

PROTECTIVE WALL COVERING

QUARRY TILE

QUANTITY

RISER

RETURN AIR

RADIUS

RUBBER BASE

REFLECTED CEILING PLAN

ROOF DRAIN

REFRIGERATOR

REINFORCED

RETAIN

REQUIRED

REVISION

RIGHT HAND

RIGHT HAND REVERSE

ROOM

ROUGH OPENING

RIGHT OF WAY

RESIN PANEL

RUB RAIL

RUBBER

RUBBER TILE

RAINWATER CONDUCTOR

RESILIENT WOOD PLANK

SOUTH

SCHEDULE

SOLID CORE WOOD

SATELLITE ELEC. CLOSET

SECTION

SEGMENT

SQUARE FOOT

SHOWER

SHEET

SHEATHING

SIMILAR

SPECIFICATION

SPRINKLER

SPEAKER

SQUARE

SERVICE SINK

SOLID SURFACE MATERIAL

SURGICAL SCRUB SINK

STAINLESS STEEL

STONE

STATION

STANDARD

SOUND TRANSMISSION CLASS

STEEL

STORAGE

STRUCTURAL, STRUCTURE

SURFACE

SURGERY

SUSPENDED

SHEET VINYL

SLIP RESISTANT VINYL

SYMETRICAL

TREAD (S)

TO BE DETERMINED

TOP AND BOTTOM

TONGUE AND GROOVE

TRENCH DRAIN

TELEPHONE

TELEMETRY

TEMPORARY

TERMINATED

TERRAZZO

THICK (NESS)

THRESHOLD

TOILET

TOP OF CONCRETE

TOP OF FOOTING

TOP OF STEEL

TOP OF WALL

TRANSFORMER

TELEVISION

TYPICAL

UDERWRITERS LABORATORY

UNEXCAVATED

UNFINISHED

UNLESS OTHERWISE NOTED

URINAL

VARNISH

VINYL ASBESTOS TILE

VINYL BASE

VINYL COVE BASE

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

COR FURNISHED COR INSTALLED

VINYL WALL COVERING

WEST / WIDE

WITH

WITHOUT

WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WROUGHT IRON

WALK OFF MAT

WINDOW SHADE

WEIGHT

WELDED WIRE FABRIC

WELDED WIRE MESH

YARD

ZONE MED. BOX

IPS

IVT

JAN / JC

JST

JT

KIT

KO

KPL

KR

L

LAB

LAM

LAV

LBL

LF

LH

LHR

LL

LP

LT

MATL

MAX

MBR

MECH

MED

MEMB

MEP

MFR

MH

MIN

MISC

MO

MOD

MON/MNTR

MR

MS

MTD

MTL

MULL

N N/A

NC

NIC

NO, #

NOM

NP

NRC

NTS

OA

OBS

OC

OD

OFF

OH

OPQ

OPNG

OPP

PACU

PAR

PARTN

PBD

PC

PCT

PERF

PERIM

PLAM

PLAS

PLYWD

P+M

PNL

POLY

PR

PREFAB

PRT

PSF

PSI

PT / PTD

PTSTA

PVC

PWC

QT

QTY

R

RA

RAD

RB

RCP

RD

REF

REINF

RET

REQD

REV

RH

RHR

RM

RO

ROW

RP

RR

RUB

RUBT

RWC

RWP

S

SCHED

SCWD

SEC

SECT

SEG

SF

SHR

SHT

SHTG

SIM

SPEC

SPKLR

SPKR

SQ

SS

SSM

SSS

SST / SS

ST

STA

STD

STC

STL

STOR

STRUCT

SURF

SURG

SUSP

SV

SRV

SYM

T / TR

TBD

T&B T&G

TD

TEL

TELEM

TEMP

TERM

TERR

THK

THRES

TLT

TOC

TOF

TOS

TOW

TRANSF

TV

TYP

UL

UNEXCAV

UNFIN

UON

UR

VAR

VAT

VB

VCB

VCT

VERT

VEST

VIF

VV

VWC

W W/ W/O

WC

WD

WDW

WF

WI

WOM

WS

WT

WWF

WWM

YD

ZMD

MIN

2' - 6"

M

IN

M A

X

M

IN

CLEAR

FLOOR

SPACE

CLEAR

FLOOR

SPACE

MIN

2' - 6"

M A

X

"M

IN

M

IN

/2

URINAL

PLAN

URINAL

FRONT ELEVATION

LAVATORY

PLAN

LAVATORY

SIDE ELEVATION

1' - 6"

M

IN

M A

X

MIN

2' - 0" * MIN

1' - 0" *

CLEAR

FLOOR

SPACE

5' - 0" MIN

M

IN

WATER CLOSET & GRAB BARS

PLAN

* WHERE SPACE DOES NOT PERMIT A 36" GRAB

BAR, A 24" GRAB BAR MAY BE INSTALLED

CENTERED ON THE WATER CLOSET

M A

X

T

O R

IM

INSULATE AND/OR

PROTECT ALL

PLUMBING AGAINST

CONTACT

B O

T T

O M

O F

M

IR

R O

R

7"-9"

M

IN

MIN

3' - 6"

MAX

1' - 0"

TOILET TISSUE

DISPENSER LOCATION

WATER CLOSET & GRAB BAR

SIDE ELEVATION

SINGLE HANDICAP TOILET

CLEARANCE AT WATER

CLOSET

5'-6" TURNING CIRCLE,

CLEARANCE

AT LAVATORY

CLEARANCE

AT DOOR

NOTES:

1. FIXTURES CANNOT OVERLAP MANEUVERING CLEARANCES

2. MANEUVERING CLEARANCES CAN OVERLAP EACH OTHER

3. DOOR SWING CAN OVERLAP CLEARANCES ONLY IF A 30x48

MANEUVERING SPACE IS AVAILABLE PAST DOOR SWING

30x48 MANEUVERING

SPACE

GENERAL NOTES:

1. ALL GRAB BARS, SINKS, TOILETS, AND ACCESSORIES AT ALL BARIATRIC

TOILET ROOMS TO BE ABLE TO WITHSTAND 1,000lbs DOWNWARD

PRESSURE.

39"-41"

SINGLE BARIATRIC TOILET

CLEARANCE AT WATER

CLOSET

6'-0" TURNING CIRCLE,

CLEARANCE

AT LAVATORY

CLEARANCE

AT DOOR

NOTES:

1. FIXTURES CANNOT OVERLAP MANEUVERING CLEARANCES

2. MANEUVERING CLEARANCES CAN OVERLAP EACH OTHER

3. DOOR SWING CAN OVERLAP CLEARANCES ONLY IF A 30x48

MANEUVERING SPACE IS AVAILABLE PAST DOOR SWING

30x48 MANEUVERING

SPACE

1'-6" 2'-0"

FLIP UP STYLE

GRAB BAR

NOTE:

ALL TOILET ROOMS TO INCLUDE GRAB BARS AS SHOWN

IN THESE DIAGRAMS, SOAP DISPENSER, PAPER TOWEL

DISPENSER, TOILET PAPER DISPENSER, WALL MTD

TRASH RECEPTACLE, AND MIRROR ABOVE SINK.

SEE 1-AS-413 FOR TYPICAL TOILET ACCESSORY

LAYOUTS.

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

As indicated

C

U se rs \d b u sh e y \D o cu m e n ts

\R e v it C e n tr a ls

\2 \V

A N h P ri m a ry

C a re d b u sh e y S M

R Q

.r v t

/2

/2

:1

:1

A

M

Approver

ARCHITECTURAL

GRAPHICS AND LEGENDS

1-AG - 100

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

Approver

Approver

MATERIAL LEGEND

ARCHITECTURAL SYMBOLSDOOR SWING CLEARANCES

TYPICAL MOUNTING HEIGHTS

FIXTURES - MOUNTING HEIGHTS & CLEARANCES

VIS Construction Consultants 595 Dorset Street, Suite #5

D

D

D

S

R=411.25'

I=400.6' 6" CLAY (P8)

I=400.8' 6" CLAY (P9)

(P8) (P9)

12"

12" 12"10"

12"

10"

15"

2"

2" 2"

4" 4"

8" 40"

15"

OPEN

OPEN

OPEN

DN

DN

UP

DN

DN

UP

LINE SHOWING EXTENTS OF CONSTRUCTION

LOCATION OF TEMPORARY

LOADING DOCK INSTALLATION

NOTE: AREA BENEATH 1977 ADDITION IS OCCUPIED AND THE INTENT IT FOR IT TO

REMAIN OCCUPIED AND OPEN TO SERVE PATIENTS THROUGHOUT CONSTRUCTION.

ALL EXCESSIVILY NOISY WORK ON LEVEL ABOVE INCLUDING BUT NOT LIMITED TO

SAWCUTTING, INSTALLATION OF WALL TRACK, AND ADJACENT FOUNDATION WORK

FOR INFILL, ETC. TO BE DONE OFF HOURS. ALL WORK AFFECTING OCCUPIED

SPACES TO BE COORDINATED WITH COR.

ALL WORK IN NORTH WING

TO BE CONSIDERED DEDUCT-ALTERNATE.

REFER TO SPECIFICATIONS FOR DESCRIPTION

OF ALTERNATES

AREA OF

NEW INFILL

AREA OF NEW

ADDITION

EXIST ENTRY RAMP DESIGN TO BE DEMO'D AND

NEW ENTRY CANOPY AND WALKWAYS INSTALLED

LIMIT OF WORK AND CONSTRUCTION

LAYDOWN AREA. REFER TO CIVIL

DRAWINGS COORDINATE WITH THE COR

LINE SHOWING LIMITS OF

WORK IN NORTH WING

D A T E

T

IM

E P

R

IN

T E D th re e i n c h e s o n e f o o t

A o n e a n d o n e h a lf i n c h e s o n e f o o t

B o n e i n c h o n e f o o t

C th re e q u a rt e rs i n c h o n e f o o t

D o n e h a lf i n c h o n e f o o t

E th re e e ig h th s i n c h o n e f o o t

F o n e q u a rt e r in c h o n e f o o t o n e e ig h th i n c h o n e f o o t

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08-6231

Number Date Revision

D e p a r t m e n t o f

V e t e r a n s

A ff a ir s

O ff ic il it ie s

Date

VA Project No.

Drawing No.ScaleBuilding #

Location

Project Title

Approved By:

Approved By:

Approved By:

Drawing Title

N

KEY PLAN

ARCHITECTCONSULTANTS

CIVIL

VHB

One Federal Street Building 103-3N Springfield, MA 01105

T: 413.747.7113 www.vhb.com

STRUCTURAL

Simpson Gumpertz & Heger 480 Totten Pond Road Waltham, MA 02451

T: 781.907.9000 www.sgh.com

MEP / FP

FITZEMEYER & TOCCI

300 Unicorn Park Drive, 5th Floor, Woburn, MA 01801

T: 781.481.0210 www.f-t.com/

COST

D.G. Jones 3 Baldwin Green Common Suite 202 Woburn, MA 01801

T: 781.932.3131 www.dgjonesboston.com

185 Talcott Rd.

Williston, VT 05495

T: 802.878.8841 www.e4harchitecture.com

100% DESIGN DOCUMENTS

FULLY SPRINKLERED

631-451

1/16" = 1'-0"

C

U se rs \d b u sh e y \D o cu m e n ts

\R e v it C e n tr a ls

\2 \V

A N h P ri m a ry

C a re d b u sh e y S M

R Q

.r v t

/2

/2

:1

:2

A

M

Approver

PROJECT AREA PLAN

1-AG - 101

UPGRADE PRIMARY CARE FEBRUARY 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

DN

UP

DN

DN

UP

D N

U P

D N

U P

D N

U P

ELEV.

M101

EXIST.

STAIR

S-102

EXIST.

STAIR

S-100

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

PATH OF EGRESS TRAVEL = 120'

PATH OF EGRESS TRAVEL = 125'

PATH OF EGRESS TRAVEL = 130'

PATH OF EGRESS TRAVEL = 125'

PATH OF EGRESS TRAVEL = 160'

P A

T H

O F

E G

R E

S S

T R

A V

E L

5'

FEC

GARAGE

EXIST.

STAIR

EXIST.

ELEV.

POLICETREAT

TREAT

TREAT

MH VIEW

MH

WAITING

TREAT

TREAT

TREAT

TREAT

HSKP

OFFICE

SUPPLY STAF TLT

STORAGE

TREAT

CHECK-IN/OUT

PAT. TLT

EXAM

PCMHI

EXAM

PAT. TLT

STAFF

TLT

EXAM EXAM

EXAM

CONSULT

CONSULT

EXAM

PROCEDURE

EXAMEXAMCONSULTEXAM

EXAM

EXAMEXAM

EXAM

PCMHI

EXAM

PCMHI

EXAM

CONSULT EXAM

EXAM EXAM CONSULT CONSULT EXAM

PROCEDURE

SHARED

APPT.

SHARED

APPT.

TELE-HEALTH

TELE-HEALTH

PAT. TLT

SOILED

UTILITY

STAFF

BREAK

LOCKERS

CONFERENCE

STAFF

TLT

STAFF

TLT HSKP MED

EQUIP

LOADING

DOCK

ON CALL

STAFF

TLT

ON CALL

IT

CLOSET

TEAM

WORK

TEAM

WORK

CLEAN

UTILITY

MEDS

MEDS

ELEC.

WAITING

VEST.

PUB TLT

PUB TLT

BARI TLT

VENDING

SHARED

APPT.

STOR.

OFFICE

STORAGE

MECHANICAL

ROOM

STAFF

TLT

OFFICE

STAFF

TLT

OFFICE

OFFICE

OFFICE

PUB TLT

TLT

ELEC

LINEN

SHELL

SPACE

TOILET

VESTIBULE

CLOSET

C O

R R

ID

O

R

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

HSKP

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

2HR SHAFT

2HR SHAFT WALL

2HR SHAFT

FEC

EXIT DISCHARGE

FROM 2ND FLOOR

EXISTING 2 HR

RATED ENCLOSURE

EXISTING 2 HR

RATED ENCLOSURE EXISTING 2 HR

RATED

ENCLOSURE

P A

T H

O F

E G

R E

S S

T R

A V

E L

PATH OF EGRESS TRAVEL = 150'

EGRESS

EXISTING 2 HR

RATED ENCLOSURE

EXISTING 2 HR

RATED ENCLOSURE

SMOKE BARRIER - NO RATING

EXISTING 2-HR FIRE SEPARATION WALL

1-HR FIRE SEPARATION WALL

2-HR FIRE SEPARATION WALL

EXIT PATH

SURFACE MOUNTED FIRE

EXSTINGUISHER CABINET

SEMI-RECESSED FIRE

EXSTINGUISHER CABINET

LIFE SAFETY LEGEND

BUILDING INTRODUCTION

1922 Building The original 1922 floor structure appears to consist of a thin cementitious topping on a concrete pan joist slab (thin concrete slab spanning between concrete ribs). Along the center corridor, the ribs are supported by concrete girders spanning between concrete columns which are supported on shallow concrete spread footings. The exterior walls are unreinforced brick bearing walls that support concrete edge beams. Most of the building has a full-story basement except for the wing closest to the “beer garden” which has only a crawlspace. The foundation walls are concrete. The brick walls are the building’s lateral load-resisting system. Elevated slabs are 2” thick slab with 8” deep ribs at 2’ o.c.

1944 Addition The 1944 west wing addition is similar to the 1922 structure except that the…