S02 631-451 Part 2.pdf

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

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

GENERAL NOTES

1-S-001

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

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

802-658-6100

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

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

STRUCTURAL TESTS AND

INSPECTIONS (1 OF 2)

1-S-002

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

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

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

STRUCTURAL TESTS AND

INSPECTIONS (2 OF 2)

1-S-003

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

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

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

TYPICAL CONCRETE

DETAILS (1 OF 3)

1-S-100

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

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

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

TYPICAL CONCRETE

DETAILS (2 OF 3)

1-S-101

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

FIRST FLOOR

415'-1 1/4"

MIN

1'-0"

6" COMPACTED STONE

UNDER APRON SLAB

THICKENED SLAB

EDGE, SEE TYP

DETAIL

#4 @ 12" OC

#4 @ 12" OC EPOXY COATED

ADHESIVE ANCHOR, EMBED 6" MIN

SEE CIVIL FOR FINISHED

SIDEWALK OVER SLAB

(E) FOUNDATION WALL

(E) SOG

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

1" = 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 :1

A

M

Approver

TYPICAL CONCRETE

DETAILS (3 OF 3)

1-S-102

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1" = 1'-0"

TYPICAL APRON SLAB

VIS Construction Consultants 595 Dorset Street, Suite #5

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

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

TYPICAL STEEL DETAILS

(1 OF 3)

1-S-103

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

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

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

TYPICAL STEEL DETAILS

(2 OF 3)

1-S-104

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

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

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 :3

A

M

Approver

TYPICAL STEEL DETAILS

(3 OF 3)

1-S-105

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

VIS Construction Consultants 595 Dorset Street, Suite #5

2xEDCB

44 45

A

F

F

1.7

2.3

3.3

4.3

5.3

F.5 F.8

1.1

F3

F3

F3 F2

F2

F2

F3 F3

(E) FOUNDATION WALL

AND FOOTING TO

REMAIN, TYP.

(E) B/F EL. 403'-0"± (VIF)

F.6 G

PLAN NOTES:

1. [x'-xx"] INDICATES BOTTOM OF FOOTING ELEVATION. WHERE NEW FOOTING ABUTS

EXISTING FOOTING, BOTTOM OF FOOTING ELEVATIONS SHOULD MATCH.

2. MAX. 4-1/2"Ø OPENING IN EXISTING FOUNDATION WALLS FOR NEW PLUMBING WORK.

OPENINGS SHALL BE MIN. 2 FT FROM EDGE OF WALL OR ADJACENT OPENINGS. LOCATE (E)

REINFORCEMENT IN WALL USING NON-DESTRUCTIVE METHODS PRIOR TO CORING WALL.

DO NOT DAMAGE (E) WALL REINFORCEMENT. COORDINATE OPENING SIZE AND LOCATION

WITH PLUMBING DRAWINGS. SEAL OPENING AROUND PIPING, SEE PLUMBING DRAWINGS.

3. COORDINATE NEW FOOTINGS WITH EXISTING BELOW-GRADE UTILITY TUNNEL.

4. P# ON PLAN INDICATES PIER/PILASTER. SEE S301 FOR DETAILS.

5. COORDINATE ALL HAZARDOUS MATERIAL ABATEMENT WITH ARCH AND VA.

6. 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.

7. 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

8. ANY EXCESSIVELY NOISY WORK INCLUDING (BUT NOT LIMITED TO) DEMOLITION, WALL

TRACK INSTALLATION, JACK HAMMERING, DRILLING, SAWING, AND FOUNDATION WORK

ABOVE AND NEAR THE EXISTING AUDIOLOGY SUITE NEEDS TO BE PERFORMED OFF-HOURS

AND COORDINATED WITH THE COR. IT IS THE INTENT THAT ALL SPACES WITHIN THE

BUILDING OUTSIDE THE AREA OF CONSTRUCTION WILL REMAIN OCCUPIED AND OPEN TO

SERVICING PATIENTS THROUGHOUT CONSTRUCTION.

(E) FOUNDATION WALL

AND SPREAD FOOTING

TO REMAIN

(E) FOUNDATION WALL FOR STEEL POSTS

UP TO (E) ROOF. FOUNDATION AND POSTS

TO REMAIN.

(E) FULL BASEMENT

(E) FULL BASEMENT

(E) CRAWL SPACE

1-S-400

1-S-400

(N) 24" FOUNDATION WALL BETWEEN (E)

FOUNDATION WALLS. REINFORCE WITH #6@

12 EW EF. ADHESIVE DOWEL LONGITUDINAL

REINF TO (E) FOUNDATION WALLS. 6" EMBED

(N) 1'-6"x4'-0" FOOTING. REINFORCE WITH #5@12" E.W.

ADHESIVE DOWEL LONGITUDINAL REINF. TO

ADJACENT (E) FOUNDATION WALLS. 6" EMBED

12'-10 1/2"±

[ 407'-9 1/4" ]

[ 407'-9 1/4" ]

[ 407'-9 1/4" ]

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

[ 407'-9 1/4" ]

[ 407'-9 1/4" ]

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

(N) 10" WALL ADJACENT TO

(E) FOUNDATION WALL

15'-6"± 19'-10"± 19'-10"± 17'-10"± 19'-0"± 1 1/4"

H H.5 J

5.7

F.1

[(E) 404'-9 1/4" ±]

E

/4

[(E) 404'-9 1/4" ±]

1-S-400

6'-0 3/4" 3'-1" 5'-7" 5'-5" 4'-11"

1-S-400

(E) 8" SHEAR WALL

TO REMAIN

(E) FOUNDATION

TO REMAIN

P1

F6

P6

P3 P5

P6

P6 P3

P5

P3

BOF IS ABOVE BOT.

OF (E) FTG.

F.2

1'-0 5/8"

F1

F1

F7

P7

P7

P8

[ 401'-0 1/4" ±]

[ 402'-4 1/4" ±]

[ 402'-4 1/4" ±]

1977 BUILDING

1922 BUILDING

1922 BUILDING

ALIGN

G.6 G.7

4.2

G.8

[ 409'-9 1/4" ] NOTE 2

NOTE 1

1-S-203

1-S-404

F8 F8

F8 F8

F8 F8

F8 F8

F9 F9 [ 407'-9 1/4" ] [ 407'-9 1/4" ]

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

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

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

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

P9 P9

P9 P9

P9 P9

P9 P9

P10 P10

[ 407'-9 1/4" ]

/4

/4

BACKFILL BETWEEN

FOUNDATION WALLS

G.5

(E) RAMP AND RETAINING WALL TO

BE DEMOLISHED AND REBUILT BY

OTHERS. SEE CIVIL DRAWINGS.

1-S-500

/4

(N) 1'-6"x2'-6" FOOTING. REINFORCE w/

#5 @ 12" OC EW. ADHESIVE DOWEL

LONGITUDINAL REINFORCEMENT TO

ADJACENT (E) FOUNDATION WALLS,

6" EMBED MIN.

(N) 16" FOUNDATION WALL BETWEEN

(E) FOUNDATION WALLS. REINFORCE w/

#6 @ 12" EWEF. ADHESIVE DOWEL

LONGITUDINAL REINFORCEMENT TO

(E) FOUNDATION WALLS, 6" EMBED MIN

(N) 1'-6"x2'-0" FOOTING. REINFORCE w/

#5 @ 12" OC EW. ADHESIVE DOWEL

LONGITUDINAL REINFORCEMENT TO

ADJACENT (E) FOUNDATION WALLS,

6" EMBED MIN.

(N) 12" FOUNDATION WALL BETWEEN (E)

FOUNDATION WALLS. REINFORCE w/ #6

@ 12" OC EWEF. ADHESIVE DOWEL

LONGITUDINAL REINFORCEMENT TO

ADJACENT (E) FOUNDATION WALLS, 6"

EMBED MIN.

BOF = 403'-11 5/8"

(E) 5" Concrete

TOC EL. 404'-1 1/4"

F3

[ 407'-9 1/4" ]

P3

1-S-401

TYP

REMOVE (E)

LOUVER AND INFILL

REMOVE (E)

LOUVER AND INFILL

REMOVE (E)

LOUVER AND INFILL

3.31

2.29

1-S-401

SIM

1-S-403

1-S-403

TOW EL. 409'-10"

17'-9"

NO BACKFILL

SEE NOTE 3

[(E) 402'-9 1/4" ]

E

/4

1- S-

0 2

1-S-310

1- S-

1-S-310

G B

-1

GB-1

G B

-1

GB-1

GB-1

G B

-1

1-S-200

GB-1

FTG STEP

/4

[ 407'-3 1/4" ]

DOWEL INTO

(E) BUILDING

DOWEL INTO

(E) BUILDING

REMOVE (E) LOUVER

AND INFILL, TYP.

(E) OPENING TO REMAIN

GRADE BEAM 1 (GB-1):

1'-8" (W) x 4'-4" (H) NW CONCRETE GRADE BEAM. REINFORCE

WITH (3) #5 SKIN REINFORCEMENT CONT EACH SIDE. #5

CLOSED STIRRUPS @ 12" OC. DEVELOP REINFORCEMENT

INTO ADJACENT FOOTINGS. ALIGN TOP OF BEAM WITH

ADJACENT PIERS.

(N) FOOTING, SEE

FOUNDATION

SCHEDULE

PIER, SEE PLAN AND

DETAILS DOR SIZE

AND REINFORCEMENT

TERMINATE

LONGITUDINAL BARS

INTO PIER w/ STD HOOK

GRADE BEAM,

SEE SCHEDULE

MATCH TOP OF GRADE BEAM

w/ TOP OF PIER ELEVATION

GRID GRID

1-S-200

L

1/3 L 1/3 L

STD 90 DEG HOOK

INTO PIER

(2) #7 SKIN REINFORCEMENT,

EACH FACE. TERMINATE FAR

SIDE INTO PIER BEYOND w/

STANDARD HOOK

#5 CLOSED STIRRUP @ 12" OC

(3) #7 T&B

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 :3

A

M

Approver

BASEMENT LEVEL -

FOUNDATION PLAN

1-S-200

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1/8" = 1'-0"

BASEMENT LEVEL - FOUNDATION PLAN

FOUNDATION SCHEDULE

NAME

DIMENSIONS

THICKNESS

BOTTOM REINFORCEMENT TOP REINFORCEMENT

NOTESLONG SHORT LONG SHORT LONG SHORT

F1 4'-6" 2'-6" 1'-6" (5) #5 (7) #5 -- --

F2 4'-6" 4'-6" 1'-6" (7) #5 (7) #5 -- -- STD. HOOK BOTH ENDS OF EACH BAR

F3 6'-6" 5'-6" 2'-0" (8) #6 (10) #6 (8) #6 (10) #6 STD. HOOK BOTH ENDS OF EACH BAR

F6 3'-0" 3'-0" 1'-2" (5) #5 (5) #5 -- -- REPORT (E) FTG ELEV. TO SER PRIOR TO PREPARING

SHOP DRAWINGS. MATCH (E) FTG. THICKNESS

F7 2'-0" 2'-0" 1'-6" (4) #5 (4) #5 -- --

F8 6'-0" 6'-0" 1'-6" (7) #6 (7) #6

F9 7'-6" 7'-6" 1'-6" (9) #6 (9) #6

F10 3'-9" 3'-9" 1'-6" (5) #5 (5) #5

1/4" = 1'-0"

TYPICAL GRADE BEAM ELEVATION

1/2" = 1'-0"

TYPICAL GRADE BEAM SECTION

VIS Construction Consultants 595 Dorset Street, Suite #5

DN

44 45

A

F

F

3X

1.7

2.3

3.3

4.3

5.3

F.5 F.8

1.1

1.1

1-S-400

1-S-400

1-S-400

1-S-400

1-S-400

1-S-400

S H

E A

R W

A L L

S H

E A

R W

A L L

S H

E

R

W

L L

F.6

1-S-400

G

N O

T E

N O

T E

N O

T E

N O

T E

PLAN NOTES:

1. INSTALL (N) RELIEVING ANGLE AT THE SECOND FLOOR AND DEMOLISH (E) 1'-1" THICK BRICK MASONRY BEARING/SHEAR WALL FROM TOP OF

(E) FOUNDATION WALL UP TO THE (N) RELIEVING ANGLE. SUPPORT (E) SECOND FLOOR FRAMING WITH (N) STEEL FRAMING SHOWN AND CONSTRUCT (N) CONCRETE SHEAR WITHIN EXTENT SHOWN. SEE PROPOSED CONSTRUCTION SEQUENCE, THIS SHEET.

2. INSTALL (N) RELIEVING ANGLE AT THE SECOND FLOOR AND DEMOLISH (E) 1'-1" THICK BRICK MASONRY BEARING/SHEAR WALL FROM TOP OF

(E) FOUNDATION WALL UP TO THE (N) RELIEVING ANGLE. SUPPORT SECOND FLOOR FRAMING WITH (N) STEEL FRAMING SHOWN. SEE

PROPOSED CONSTRUCTION SEQUENCE, THIS SHEET.

3. DEMOLISH (E) BRICK FACADE AND LGMF BACKUP AND CONSTRUCT (N) 8" THICK CONCRETE SHEAR WALL BETWEEN FIRST AND SECOND

FLOORS.

4. INFILL (E) OPENING IN MASONRY WALL WITH (N) 1'-3" THICK CONCRETE WALL. REINFORCE WITH #5@12" E.W. E.F. DOWEL REINFORCEMENT TO (E) BRICK MASONRY ON THE SIDES, CONCRETE LINTEL BEAM ABOVE, AND CONCRETE FOUNDATION WALL BELOW. MIN. 6" EMBED.

5. AT LOCATIONS OF PROPOSED CORE HOLES FOR NEW PIPING, LOCATE (E) TOP AND BOTTOM SLAB REINFORCEMENT, USING NON- DESTRUCTIVE METHODS, PRIOR TO CORING HOLES. DO NOT CUT (E) REINFORCEMENT WITHOUT APPROVAL OF SER. REQUEST APPROVAL OF ARCH., MECH. ENGINEER, AND SER TO ADJUST LOCATION OF CORE HOLE AS REQUIRED TO AVOID (E) REINFORCEMENT. FOR EACH NEW CORE HOLE SUBMIT A PLAN TO THE SER FOR RECORD SHOWING THE LOCATION AND SIZE OF THE PROPOSED HOLE, LOCATION OF ADJACENT TOP AND BOTTOM REINFORCEMENT, AND LOCATION OF CORE HOLE RELATIVE TO NEAREST COLUMN LINES.

6. USE ELONGATED ISOLATION JOINT AT BRACE GUSSET PLATES. COORDINATE JOINT EXTENTS WITH STEEL FABRICATOR.

7. BRACE DESIGN AXIAL INDICATED IS ULTIMATE (LRFD) LOAD (IN KIPS) AND ACTS IN TENSION OR COMPRESSION.

8. EXISTING AREAWAY TO BE ABANDONED. INFILL AREAWAY WITH FLOWABLE FILL.

9. AREAWAY TO BE DEMOLISHED BY OTHERS.

10. COORDINATE ALL HAZARDOUS MATERIAL ABATEMENT WITH ARCH AND VA.

11. 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.

12. 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

13. ANY EXCESSIVELY NOISY WORK INCLUDING (BUT NOT LIMITED TO) DEMOLITION, WALL TRACK INSTALLATION, JACK HAMMERING, DRILLING, SAWING, AND FOUNDATION WORK ABOVE AND NEAR THE EXISTING AUDIOLOGY SUITE NEEDS TO BE PERFORMED OFF-HOURS AND COORDINATED WITH THE COR. IT IS THE INTENT THAT ALL SPACES WITHIN THE BUILDING OUTSIDE THE AREA OF CONSTRUCTION WILL

REMAIN OCCUPIED AND OPEN TO SERVICING PATIENTS THROUGHOUT CONSTRUCTION.

S H

E A

R W

A L L

SEE PLAN NOTE 3

(N) COL. ON (E) FLOOR SLAB UP

TO SECOND FLOOR. TYP FOR 4

ALONG GRID LINE F.1.

(N) W10x33 ON (E) FOUNDATION

WALL UP TO SECOND FLOOR. TYP.

ALONG GRID LINE G, 12 LOCATIONS

(N) HSS 5x5x1/4 TYP. INT.

COL. 9 LOCATIONS

1-S-400

HSS4x4 BRACING UP. Pu=50k. SEE

NOTE 7.

HSS4x4 BRACING UP.

Pu=65k, PLAN NOTE 7.

1-S-400

SHEAR

WALL

NOTE 4

5'-11 3/4"±

NOTE 2

8'-11"

PROPOSED CONSTRUCTION SEQUENCE FOR MASONRY WALL WORK AT COLUMN LINE G (SIM AT G.5):

A. INSTALL A (N) RELIEVING ANGLE AT THE SECOND FLOOR THAT IS 10" ABOVE THE (E) RELIEVING ANGLE. INSTALL THE (N) ANGLE IN

ACCORDANCE WITH THE PROCEDURE AND SCHEDULE OUTLINED IN THE TYPICAL DETAILS. WORK IN 3'± LONG SECTIONS UNTIL (N)

RELIEVING ANGLES ARE INSTALLED ALONG THE ENTIRE LENGTH OF THE WALL.

B. INSTALL THE (N) W10 COLUMNS BY SELECTIVELY DEMOLISHING VERTICAL STRIPS OF THE MASONRY WALL BETWEEN THE (E) FOUNDATION

AND SECOND FLOOR.

C. EXPOSE THE ENTIRE EXTERIOR FACE OF THE (E) CONCRETE LINTEL BEAM BY REMOVING APPROX. 5" OF (E) EXTERIOR FACE BRICK 18"± BELOW THE (N) RELIEVING ANGLE ALONG THE ENTIRE LENGTH OF THE WALL. REMOVE THE (E) RELIEVING ANGLE NEAR THE BOTTOM OF

THE EXISTING LINTEL BEAM.

D. INSTALL THE (N) MC10s BETWEEN THE (N) W10 POSTS ON THE INTERIOR AND EXTERIOR SIDES OF THE LINTEL BEAMS AND THROUGH-BOLT.

EPOXY GROUT THE THROUGH-BOLT HOLE AND INSTALL THE THROUGH-BOLT BEFORE THE GROUT SETS TO ENSURE THERE IS NO ANNULAR

SPACE BETWEEN THE (N) THROUGH-BOLT AND (E) CONCRETE.

E. ONCE THE EPOXY GROUT HAS FULLY CURED, DEMOLISH THE ENTIRE FIRST FLOOR BRICK MASONRY WALL BELOW THE CONCRETE LINTEL BEAM. ACCESS TO FLOOR AREAS SUPPORTED BY THE MASONRY WALL OR ADJACENT TO THE WALL SHALL BE RESTRICTED DURING THE

DEMOLITION. SEE THE GENERAL NOTES.

F. INSTALL THE (N) COVER PLATE BETWEEN THE MC10s PER THE DETAILS.

G. CONSTRUCT THE (N) CONCRETE SHEAR WALLS AT THE FIRST FLOOR WHERE SHOWN ON THE PLANS.

TYP. @ (N)

SHEAR WALLS

INFILL (E) SLAB

OPENING, TYP. OF 2

TYP.

2'-2"±

T Y

P

1-S-401

15'-6"± 19'-10"± 19'-10"± 17'-10"± 19'-0"±

H H.5 J

5.7

F.1

OPNG BELOW

5'-0"(E)

(N) WALL OPNG

10'-5"

N O

T E

N O

T E

/2

N O

T E

BLOCK OUT FOR (E) POSTS

MC10x22

F D

N W

A L

L

E

F D

N W

A L

L

E

16'-5"(N) WALL OPNG

(E) SW

4'-5"DEMO

6"5'-7"

10" SW

5'-5"(N)

(E) 8" SW

TO REMAIN

(E) SW

2'-10"DEMO

DEMO (E) SW

4'-7 1/4"

3'-4"

1'-0"

10" SW

5'-5 3/4"(N)

4" SW

1'-2"± (N)

18" SW

2'-6"(N)

1-S-400

1-S-400

EMBED COL. IN SW. TYP OF 2

(N) 1'-9" FDN. WALL VERT.

EXTENSION. BLOCK OUT

AROUND (E) POSTS

1-S-401

TYP.

1-S-401

SHEAR WALL

(E) MASONRY

WALL TO REMAIN

3'-9"±

(N) SLAB OPENING. TYP. OF 2.

COORD. LOCATION WITH ARCH.

SEE TYP. DETAILS FOR SLAB

OPENING. DO NOT OVERCUT.

8'-1"±

OPNG

1'-10"

MC10x22

O P

N G

" 9

TYP.

TYP.

MC10x22

TYP. FOR 4

F.2

1'-0 5/8"

1-S-301

(N) 10" SLAB ABOVE

(E) AREAWAY

PROVIDE (3) 1'Ø NEW SLAB

OPENINGS IN FIRST FLOOR

SLAB FOR (N) ELECTRICAL

FLOOR BOX (NOT SHOWN).

COORDINATE SIZE AND

LOCATION WITH ARCH. AND

ELECTRICAL DRAWINGS. SEE

TYP. DETAILS FOR NEW

FRAMING AT EACH OPENING.

1977 BUILDING

1922 BUILDING

1922 BUILDING

SIM. AT W10

COLUMNS

OH

1-S-400

1-S-400

SIM.

SIM.

CONTROL

JOINT, TYP.

(E) 2" SLAB WITH 8" DEEP x 4"

WIDE RIBS (E-W) @2'-0" OC.

(N) 1'-9" FDN. WALL

VERT. EXTENSION.

G.6 G.7

G.7

4.2

G.8

G.8

(E) 10" CONCRETE SLAB

TOC EL 415'-1 1/4"

11'-7"

1'-2"

6'-2" 5'-1 1/4" 20'-9 3/4" 11'-11 1/2" 6'-0 1/2" 14'-5" 7'-10"

1 1/4"

(N

S W

D E

M O

E

S

W

/2

1-S-401

MC10x22

MC10x22

1-S-401

1-S-203

S H

E A

R W

A L L

S H

E A

R W

A L L

S H

E A

R W

A L L

1-S-404

S-4

TOC EL. 415'-1 1/4"

S-1

TOC EL. 415'-1 1/4"

1-S-301

(E) RAMP AND RETAINING WALL TO

BE DEMOLISHED AND RE-BUILT,

SEE CIVIL DRAWINGS FOR SCOPE.

TOC EL. 415'-0 1/4"

TOC EL. 415'-1 1/4"

S L O

P E

S L O

P E

S-5

TOC EL. 411'-1 1/4"

SLAB TO RUN OVER TOP OF WALL.

BLOCKOUT IN SLAB FOR POST AND

BASE PLATES.

SEE NOTE 8

SEE NOTE 9

1-S-501

C.1 C.9

.01

.02

G.5

1.01

2.5

1-S-500

HSS4x4x1/4 COLUMNS

(GALV), TYP. OF 4

SEE ARCH DRAWINGS FOR

GUARDRAIL DETAILS

SEE NOTE 8

SHEAR

WALL

NOTE 4

6'-10"±

WALL OPENING

5'-2"(N) NOTE 4

2'-8 5/8"±NOTE 4

4'-0"±

CONTROL

JOINT, TYP.

(N) SLAB OPENING

FOR ELECTRICAL

OUTLET BOX, TYP

(N) SLAB OPENING

FOR ELECTRICAL

OUTLET BOX, TYP

(N) SLAB OPENING FOR

ELECTRICAL OUTLET BOX.

COORD SIZE AND LOCATION

WITH ELECTRICAL DRAWINGS.

.03

.04

1'-5"

3.31

2.29

(N) SLAB ON GRADE BY

OTHERS, SEE CIVIL.

1-S-400

SIM

SEE NOTE 8

FOR BULKHEAD

1-S-403

1-S-403

1-S-400

SIM.

TYP

1-S-400

SIM.

TYP

1-S-400

SIM.

TYP

1- S-

0 2

1-S-310

1- S-

1-S-310

(N) 6'-0"x4'-0" APRON

SLAB, SEE TYP DETAILS

1-S-102

SLAB NOTE S-1:

5" THICK SLAB-ON-GRADE. REINFORCE WITH #4 @ 15" E.W.

TOP PROVIDE ISOLATION AND CONTROL JOINTS PER TYPICAL

DETAILS. DO NOT OVERCUT JOINTS. REMOVE (E) CONCRETE

PAVING IN ALLEYWAY. BACKFILL (E) ALLEY. (E) ALLEY FINISH

GRADE SLOPES FROM EL. 414.8± AT NORTH END TO EL. 412.7±

AT SOUTH END. COORDINATE FLOOR SLOPES FOR

SHOWERS, TOILETS, ETC. WITH ARCH AND M/E/P DRAWINGS.

PROVIDE RECESSED FLOORS IF REQUIRED FOR SHOWER

PANS.

SLAB NOTE S-4:

5" THICK SLAB-ON-GRADE. REINFORCE WITH #4 @ 15" E.W.

TOP PROVIDE ISOLATION AND CONTROL JOINTS PER TYPICAL

DETAILS. DO NOT OVERCUT JOINTS. SEE GEOTECHNICAL

REPORT FOR EXCAVATION AND BACKFILLING

REQUIREMENTS. EXISTING FINISHED GRADE IN THIS AREA

TBD. FINISHED GRADE ASSUMED TO BE EL. 412.0±.

COORDINATE FLOOR SLOPES FOR SHOWERS, TOILETS, ETC.

WITH ARCH AND M/E/P DRAWINGS. PROVIDE RECESSED

FLOORS IF REQUIRED FOR SHOWER PANS.

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.

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 :4

A

M

Approver

FIRST FLOOR LEVEL -

FRAMING PLAN

1-S-201

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1/8" = 1'-0"

FIRST FLOOR LEVEL - FRAMING PLAN

VIS Construction Consultants 595 Dorset Street, Suite #5

44 45

A

F

F

3X

1.7

2.3

3.3

4.3

5.3

F.5

F.8

F.8

11'-7" 7'-4"

/2

/2

1.1

11"

W x

W x

W x

W x

W x

W18x55 (30)

W x

W x

W x

W x

W18x55 (13)

W18x55 (30)

W x

W x

W x

W x

1-S-400

MC13x40

MC13x40

S H

E A

R W

A L

B E

L O

W

S H

E A

R W

A

L O

W

1-S-400

MC13x40

1-S-400

F.6

W18x55 (17)

SLAB EDGE

3" GAP THIS

HSS4x4x1/2

BRACING DN.

G

G

@ (E)

COL.

1-S-400

1-S-400

SHEAR WALL

BELOW

(N) SHEAR

WALL BELOW

NOTES:

1. TOS EL. FOR INFILL ADDITION FRAMING 426'-8" UON. SEE SECTIONS FOR MC13 TOS ELEVATION.

2. SEE SECTIONS FOR TOP OF STEEL ELEVATIONS.

3. SEE TYPICAL DETAILS FOR SLAB OPENINGS AT (E) POSTS.

4. OPENING FOR MECHANICAL DUCT WORK. COORDINATE SIZE AND LOCATION WITH MECH. AND ARCH. DRAWINGS.

PROVIDE 5-1/2"(W)x4"(H) CONCRETE CURB AROUND PERIMETER OF OPENING.

5. REMOVE (E) W8 BRACE FOR (E) HSS POSTS AND INSTALL (N) W8 BRACE BELOW (N) SLAB.

6. COORDINATE ALL HAZARDOUS MATERIAL ABATEMENT WITH ARCH AND VA.

7. 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.

8. 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

4'-6"

7"

23'-4"±

S L A

B E

D G

E

/1

G A

P T

H

IS 3

/1

15'-6" 19'-10" 19'-10" 17'-10" 19'-0"

H H.5 J

5.7

F.1

1 1/4"

L

IN

T E

L B

E A

M

E

B E

A M

"L

IN

T

E L

FACE OF EXT.

WALL

11'-7" 1'-2" 6'-2" 5'-1" 20'-10" 18'-0" 14'-5" 7'-10"

1-S-400

(E) SHEAR

WALL BELOW

F.2

1'-0 5/8"

1-S-402

1-S-402

1-S-402

TOC EL. 427'-1 1/4"

ROOF DRAIN, TYP.

COORDINATE LOCATIONS

WITH MEP DRAWINGS.

ROOF DRAIN, TYP. COORDINATE

LOCATIONS WITH MEP DRAWINGS.

G.6

G.7

G.7

4.2

G.8

G.8

S-2

MC13x40

MC13x40 MC13x40

MC13x40

MC13x40

MC13x40

MC13x40

1-S-203

S -2

1-S-203

R -2

1-S-404

1-S-501

C.1 C.9

.01

.02

G.5

1.01

2.5

1-S-500

S H

E A

R W

A

L O

W S

H E

A R

W A

L O

W S

H E

A R

W A

L O

W

1-S-402

.03

.04

W10x12

W10x12

W10x12

W10x12

W10x12

3.31

2.29

1-S-403

1-S-403

7'-3"

1-S-204

MC13x40

MC13x40

1-S-400

SIM.

TYP.

MC13x40

MC13x40

1-S-401

SIM.

TYP.

RD

RD

RD

1- S-

0 2

1-S-310

1- S-

1-S-310 MC13x40

MC13x40

BENT PL. 3/8" THICK WITH #4 WELDED THREADED

BAR COUPLERS REFER TO TYP DETAILS.

LEGEND

SLAB NOTE S-2:

3 1/4" LIGHTWEIGHT CONCRETE ON 2" DEEP, 18 GA. GALV.

DECK (TOTAL THICKNESS 5 1/4"). REINFORCE WITH #4@15"

OC TOP EACH WAY. SEE TYPICAL DETAILS. PROVIDE ADD

BARS OVER GIRDERS PER TYPICAL DETAILS. SEE PLAN FOR

TOP OF CONCRETE ELEVATIONS. SEE ARCH. DRAWINGS

FOR CURB LOCATIONS AND TYPICAL DETAILS.

DECK NOTE R-2:

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

(TOD) ELEVATION AS NOTED ON 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 :4

A

M

Approver

SECOND LEVEL -

FRAMING PLAN

1-S-202

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1/8" = 1'-0"

SECOND FLOOR FRAMING PLAN

VIS Construction Consultants 595 Dorset Street, Suite #5

5.3

1-S-402

(E) COLUMN FOOTING

BELOW TO REMAIN

[ 407'-3 1/4" ]

(N) 12" MAT FOUNDATION

WITH 8" FDN. WALLS 8"

H H.5 J

5.7

G.7 G.8

1-S-403

7'-10" 1'-0" 11'-11" 10'-0" 7'-9"

1'-5"

BACKFILL PER GEOTECHNICAL

REQUIREMENTS

G.9

AREAWAY TO BE

COORDINATED

WITH MEP

1-S-403

LOUVER OPENING

COORDINATE WITH MEP

1-S-404

WITH ARCH DRAWINGS

VERIFY WALL LOCATION

NO BACKFILL

8"

(E) WALL OPENINGS

PLAN NOTES:

1. [x'-xx"] INDICATES BOTTOM OF FOOTING ELEVATION. WHERE NEW

FOOTING ABUTS EXISTING FOOTING, BOTTOM OF FOOTINGS

SHOULD MATCH.

2. MAX. 4-1/2"Ø OPENING IN EXISTING FOUNDATION WALLS FOR

NEW PLUMBING WORK. OPENINGS SHALL BE MIN. 2 FT FROM

EDGE OF WALL OR ADJACENT OPENINGS. LOCATE (E)

REINFORCEMENT IN WALL USING NON-DESTRUCTIVE METHODS

PRIOR TO CORING WALL. DO NOT DAMAGE (E) WALL

REINFORCEMENT. COORDINATE OPENING SIZE AND LOCATION

WITH PLUMBING DRAWINGS. SEAL OPENING AROUND PIPING,

SEE PLUMBING DRAWINGS.

3. COORDINATE ALL HAZARDOUS MATERIAL ABATEMENT WITH

ARCH AND VA.

4. 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.

5. 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

REMOVE (E) LOUVER AND INFILL,

SEE TYP. DETAILS

2'-8" 1'-9"

5.3

1-S-402

"W A

L L

HSS4x4x1/4 COLUMNS

(GALV), TYP. OF 8

L.P. EL. 415'-0 1/4"

(N) W10x33 ON (E)

FOUNDATION WALL UP TO

SECOND FLOOR, TYP. FOR 2.

1-S-400

NOTE 2 ON 1-S-201

7'-5"

H H.5 J

5.7 5.7

H.P. EL. 415'-1 1/4" ±

7'-10" 1'-0"

11'-11" 10'-0" 7'-9"

MATCH (E) TOC

SIM.

G.7 G.8

S -3

1-S-403

SEE ARCH DRAWINGS FOR

GUARD RAIL DETAILS

S-5

1'-0"

G.9

1-S-403

S L O

P E

(N) DUCT TO BE

ATTACHED TO STRUCTURE,

COORDINATE WITH MEP

1-S-404

SEE ARCH DRAWINGS

FOR GUARDRAIL DETAILS

S L O

P E

D

OPENING

BELOW

TOC EL. 415'-0 1/4"

TOC EL. 415'-1 1/4"

OPENING BELOW

1'-4"x2'-10"

5.3 W8x18 GALV W8x18 GALV

EOD

DO NOT ATTACH ROOF TO

(E) BLDG. BRICK FACADE

7'-5 1/8"

W10x33, TYP.

NOTES:

1. ALL STEEL AT LOADING DOCK ROOF TOS EL. 426'-11 3/4".

2. GALVANIZE ALL FRAMING.

1-S-400

H H.5 J

5.7

1-S-402

1-S-402

SIM.

G A

P

1'-5"GAP

G.7 G.8

R-1

W x G

A L V

W x G

A L V

W x G

A L V

W x G

A L V

W x G

A L V

MC13x40

MC13x40

1-S-403

W x G

A L

V

W10x12 GALV

W10x12 GALV

W x G

A L

V

7'-10" 1'-0"

11'-11" 10'-0" 7'-9"

R -2

W x

G

A L

V

W x

G

A L

V

W8x18 GALV

W8x18 GALV

G.9

1-S-402

3" EXPANSION

JOINT

1-S-403

W x G

A L

V

W x

W x

W x G

A L V

(N) DUCT TO TERMINATE

ABOVE CANOPY,

COORDINATE WITH MEP

1-S-404

HSS4x4x1/4 COLUMNS

(GALV), TYP. OF 8

APPROX LOCATION OF

ROOF DRAINS, SEE

ARCH DRAWINGS

W8x18 (+PL) GALV W8x18 (+PL) GALV

/4

BEAM RUNS OVER COL,

TYP 8 LOCATIONS

F

1.1

G

1-S-402

(E) W16x26

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E

W x

(E) W8x10

(E) W16x26

(E

L

/2 x3

/2 x1 /4(E

) L

/2 x3

/2 x1 /4

(E ) L

/2 x3

/2 x1 /4

(E

L

/2 x3

/2 x1 /4

(E

L

/2 x3

/2 x1 /4

(E ) L

/2 x3

/2 x1 /4

(E ) L

/2 x3

/2 x1 /4

(E

L

/2 x

/2 x /4

4'-7" 5'-7" 5'-7" 5'-7"

EDGE OF (E) PENTHOUSE FLOOR

SLAB TOC EL. 439'-8"

NEW INFILL ADDITION BELOW

EDGE OF (E) PENTHOUSE FLOOR

SLAB TOC EL. 439'-8"

(N) L2x2x3/8 BRACE.

TYP. OF 8

1-S-402

O.H.

EDGE OF (E) ATTIC SLAB

EDGE OF (E) ATTIC SLAB

1.01

F.4

SLAB NOTE S-3:

10" MIN. THICK ONE-WAY CONCRETE STRUCTURAL SLAB

REINFORCED WITH #6@9" OC TOP AND BOTTOM PARALLEL

TO SPAN DIRECTION AND #4@15" OC TOP AND BOTTOM

PERPENDICULAR TO SPAN DIRECTION. ALL SLAB

REINFORCEMENT SHALL BE EPOXY COATED.

DECK NOTE R-1:

1 1/2" 20 GA TYPE B GALVANIZED ROOF DECK

F

F

1.7

2.3

F.5 F.8

1.1

1-S-402

1-S-402

1-S-400

G

1-S-401

F.1

1-S-400

W18x55 (30)

1'-5"

3"GAP

M C x

M C x

W x

W x

W x

W x

W x

1-S-402

1-S-402

W8x10

NOTE 5

S H

E A

R W

A

L O

W

SLAB OPNG AT (E)

HSS COL.,TYP.

W8x10

5 1/2"(W)x4"(H) CONCRETE CURB.

COORD. SIZE AND LOCATION

WITH ARCH. DRAWINGS.

INFILL (E) 4'-0"± WIDE

SHEAR WALL OPENING

4" THK. CONC. PAD FOR (N) AHU.

COORDINATION DIMENSIONS AND

LOCATION WITH MECH.

M C x

M C x

MC13x40

MC13x40

M C x

M C x

S H

E A

R W

A

L O

W

M C x

M C x

1-S-400

1-S-400

HSS4x4x1/2

BRACING DN.

NOTE 4

W18x55 (17)

W18x55 (13)

3'-2"± 1'-1"±

W10x15 (14)

/4

/8

W x

W x

W x

W x

W x

W18x55 (17)W18x55 (13)

W18x55 (30)

W x

W x

W x

) W x

W x

/4

4'-2" S H

E A

R W

A

L O

W

6'-8"± 1'-1"±

NOTE 4

"±W10x15 (14)

W10x15 (14)

2'-8"± 1'-5"±

7" 3"GAP

1.01

/2

1 1/4" 11'-5 3/4" 7'-4" 5'-1 1/8"

W x

(6

W x

(6

W x

W x

3.31

1- S-

0 2

1-S-310

S-2

TOC EL. 427'-1 1/4"

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.

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.

DECK NOTE R-2:

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

(TOD) ELEVATION AS NOTED ON PLAN.

BENT PL. 3/8" THICK WITH #4 WELDED THREADED

BAR COUPLERS REFER TO TYP DETAILS.

LEGEND

SLAB NOTE S-2:

3 1/4" LIGHTWEIGHT CONCRETE ON 2" DEEP, 18 GA. GALV.

DECK (TOTAL THICKNESS 5 1/4"). REINFORCE WITH #4@15"

OC TOP EACH WAY. SEE TYPICAL DETAILS. PROVIDE ADD

BARS OVER GIRDERS PER TYPICAL DETAILS. SEE PLAN FOR

TOP OF CONCRETE ELEVATIONS. SEE ARCH. DRAWINGS

FOR CURB LOCATIONS AND TYPICAL DETAILS.

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 :5

A

M

Approver

PART PLANS AND

LOADING DOCK PLANS

1-S-203

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1/4" = 1'-0"

LOADING DOCK FOUNDATION PLAN

1/4" = 1'-0"

LOADING DOCK FIRST FLOOR PART PLAN

1/4" = 1'-0"

LOADING DOCK ROOF FRAMING PLAN

3/16" = 1'-0"

INFILL ROOF FRAMING PART PLAN

1/4" = 1'-0"

INFILL SECOND FLOOR PART PLAN

NEW EQUIPMENT BASIS OF DESIGN

UNIT PLAN DIMENSIONS (FT) WEIGHT (LBS)

AHU-1 6'-8" x 19'-6" 6,900

AHU-2 4'-3" x 12'-7" 2,400

AHU-3 4'-3" x 17'-1" 2,300

NOTES:

1. TOS EL FOR INFILL ADDITION FRAMING 426'-8" UON. SEE

SECTIONS FOR MC13 TOS ELEVATION.

2. SEE SECTIONS FOR TOP OF STEEL ELEVATIONS.

3. SEE TYPICAL DETAILS FOR SLAB OPENINGS AT (E)

POSTS.

4. OPENING FOR MECHANICAL DUCT WORK. COORDINATE

SIZE AND LOCATION WITH MECH. AND ARCH.

DRAWINGS. PROVIDE 5-1/2"(W)x4"(H) CONCRETE CURB

AROUND PERIMETER OF OPENING.

5. REMOVE (E) W8 BRACE FOR (E) HSS POSTS AND

INSTALL (N) W8 BRACE BELOW (N) SLAB.

6. COORDINATE ALL HAZARDOUS MATERIAL ABATEMENT

WITH ARCH AND VA.

7. 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.

NOTES:

1. TOS EL FOR INFILL ADDITION FRAMING 426'-8" UON. SEE

SECTIONS FOR MC13 TOS ELEVATION.

2. SEE SECTIONS FOR TOP OF STEEL ELEVATIONS.

3. SEE TYPICAL DETAILS FOR SLAB OPENINGS AT (E)

POSTS.

4. OPENING FOR MECHANICAL DUCT WORK. COORDINATE

SIZE AND LOCATION WITH MECH. AND ARCH.

DRAWINGS. PROVIDE 5-1/2"(W)x4"(H) CONCRETE CURB

AROUND PERIMETER OF OPENING.

5. REMOVE (E) W8 BRACE FOR (E) HSS POSTS AND

INSTALL (N) W8 BRACE BELOW (N) SLAB.

6. COORDINATE ALL HAZARDOUS MATERIAL ABATEMENT

WITH ARCH AND VA.

7. 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

3.3

4.3

5.3

1.1

5.7

G.6 G.7

4.2

G.8

1-S-403

1-S-404

G.5

1.01

2.5

2.29

1-S-403

S -2

TOC EL. 427'-1 1/4"

1-S-203

R -2

TOD EL. 426'-11"

JOINT

0" EXP

J O

IN

T

E X

P

GAP

4"

S H

E A

R W

A

L O

W S

H E

A R

W A

L O

W S

H E

A R

W A

L O

W

MC13x40

1-S-403

7'-3"

M C x

MC13x40

MC13x40

W18x65 (5) W18x65 (15)

W12x19 (5) W12x19 (15)

W x

W x

W x

W12x19 (5)

W12x19 (15)

W18x65 (5) W18x65 (15)

W12x19 (5)

W12x19 (15)

W x

W x

W x

W14x22 (5) W14x22 (15)

W12x19 (5) W12x19 (15)

W x

W x

W x

W14x22 (5) W14x22 (15)

W x

W x

W x

W12x19 (5) W12x19 (15)

W18x86 (5) W18x86 (19)

W x

W x

W x

W12x14 (18)

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W10x12 GALV

W x G

A L V

W x G

A L V

W x G

A L V

W x G

A L V

W x G

A L V

W x G

A L V

W x G

A L V

W x G

A L V

NOTES:

1. TOS EL. FOR INFILL ADDITION FRAMING 426'-8" UON. SEE

SECTIONS FOR MC13 TOS ELEVATION.

2. SEE SECTIONS FOR TOP OF STEEL ELEVATIONS.

3. NOT USED.

4. NOT USED.

5. NOT USED.

6. PROVIDE TYPICAL. SPANDREL BEAM CONNECTION DETAIL

AT PERIMTER OF NEW BUILDING. SEE 33/1-S-105

7. COORDINATE BEAM LOCATIONS WITH NEW PATIENT LIFT.

SEE ARCH.

8. COORDINATE ALL HAZARDOUS MATERIAL ABATEMENT WITH

ARCH AND VA.

9. 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.

10. 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

W10x12 GALV

1-S-404

W10x12 (15) NOTE 7

W10x12 (5)

NOTE 7

W10x12 (5)

NOTE 7

1-S-404

SIM.

1-S-404

W12x19 (15)

6'-0 1/2" 14'-5" 7'-10"

4'-6"

EOS

5'-0"

W10x12 (15) NOTE 7

GAP

0"

1-S-404

SIM.

1-S-404

SIM.

W x

W x

1-S-400

SIM.

TYP.

MC13x40

MC13x40

RD

RD

RD

APPROX LOCATION OF

ROOF DRAINS, TYP OF 3.

SEE ARCH DRAWINGS.

PROVIDE SUBFRAMING

PER TYPICAL DETAILS.

TOC EL. 427'-1 1/4"

(E) CONCRETE SLAB

1-S-404

W12x19 (15)

W12x19 (15)

W12x19 (15)

W12x19 (5)

W12x19 (5)

W12x19 (5)

W12x19 (15)

W12x19 (5)

W12x19 (15)

W12x19 (5)

SLAB NOTE S-2:

3 1/4" LIGHTWEIGHT CONCRETE ON 2" DEEP, 18 GA. GALV.

DECK (TOTAL THICKNESS 5 1/4"). REINFORCE WITH #4@15"

OC TOP EACH WAY. SEE TYPICAL DETAILS. PROVIDE ADD

BARS OVER GIRDERS PER TYPICAL DETAILS. SEE PLAN FOR

TOP OF CONCRETE ELEVATIONS. SEE ARCH. DRAWINGS

FOR CURB LOCATIONS AND TYPICAL DETAILS.

DECK NOTE R-2:

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

(TOD) ELEVATION AS NOTED ON PLAN.

BENT PL. 3/8" THICK WITH #4 WELDED THREADED

BAR COUPLERS REFER TO TYP DETAILS.

LEGEND

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 :5

A

M

Approver

PRIMARY CARE

ADDITION PART PLANS

1-S-204

UPGRADE PRIMARY CARE February 28, 2020

Approver

Approver

1/4" = 1'-0"

SECOND FLOOR PART PLAN AT ADDITION/CANOPY

VIS Construction Consultants 595 Dorset Street, Suite #5

1x 2x

42 43

3X

3.3

4.3

5.3

F.8

1.1

G

1-S-402

G.6

4.2

G.5

1.01

2.5

2.29

4"x8" CONCRETE

RIB, TYP

5'-1 1/4" 12'-1 3/4" 8'-8" 11'-11 1/2" 6'-0 1/2"

(E

S L A

B w

R

IB

S

O C

E L

/4

A H

U -3

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E) 10"x20"

CONC BEAM

(E) 10"x18" CONC BEAM(E) 12"x30" CONC BEAM (E) 10"x20" CONC BEAM

2x

A H

U -2

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E

"x

C O

N C

B E

A M

(E) 4"x8" CONC

RIB, TYP

(E

S L A

B w

R

IB

S

O

C

E L

/4

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