36E77619R0010-0002001.pdf

A

1 2 3 4 5 6 7 8 9

F

E

D.8

D.2

D

C.5

C

B.5

B

19'-7" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 19'-7"

/4

/4

/4

/4

6.2

13'-7"6'-7"

B.6

/2

/4

/2

/4

7.9

2'-6"17'-8"

2.8

3.2 16'-3 1/4"

10.00°

W14x22 [9]

W x

W x

W x

W x

W21x50

W21x50

W21x50

W21x55

W21x55 [20]

W21x55 [20]

W x

W x

W x

W x1

W x

W x

W10x17 [8]

W10x17 [8]

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W16x26

W x3

W x

W x

W10x17

W10x17

C x

.9

C x

.9

W x

W x

W x

W16x26 [15]

W14x22

W x

W x

W x

W x

W x

W x

W x

W x

W x

W14x22W x

W x

W x

W x

W x

W x

W x

W x

W x

W14x22 [12] W14x22 [12]

W10x30 [12] W10x30 [12]

W14x22

W14x22 [12]W14x22

[4] [4] [4]

[5] [5] [3] [3] [3]

[5] [5] [3] [3] [3]

[5] [5] [3] [3] [3]

W14x22 [8]

W14x22 [8]

W x

W x

W x

[12]

[4] [3] [3]

[4

[3] [2] [3]

[3] [2] [1] [2] [3] [4] [3] [5] [5]

[5] [3] [4]

[5

[4

[6] [3]

[2]

[4]

W x3

W16x26

B.8

/4

C.1

4.7 32'-5 11/16"

5.9 7'-9 1/2"

.6

B.1

EX W12

EX W12

EX W12

EX W12

EX W12E

X

C

E

EX C15

W/R4 REINF

EX C15EX C15EX C15EX C15

EX W12

EX W10

EX W10

EX W10

EX W10

EX W10

EX W8

EX W10

EX W10

EX W10

EX W10

EX W10

EX W8 W/R1 REINF

E X

W

E X

W

E X

W

E X

W

E X

W 2 E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

C

E X

C

E X

C

E X

C

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

EX C15

EX C15EX C15EX C15

EX C15EX C15

EX C15

/4

11'-2 1/2"

OPEN TO

BELOW

OPEN TO

BELOW

(L)

(L

W x

[5

[4

(L

(L)

(L

[8

[6

(L

(L

[8

(L) [15]

U P

(S L O

P

IN

G

EX C12

EX C12

W/R3 REINF

HSS8x6x1/4 (-3'-0") HSS8x6x1/4 (-3'-0") HSS8x6x1/4 (-3'-0")

0"

HSS8x6x1/4 (-3'-0")

OPEN TO BELOW

TERMINATE SHOTCRETE 6"

FROM EDGE OF EXIST

WINDOW (TYP)

8" THICK

SHOTCRETE

WALL

W8x13

W8x13

L x x /4

W x

(1

H S S4x

4x 1/

H SS4x

4x 1/

W10x17

W /R

R

E

IN

F

EX C7

W/R1 REINF

W

EX LINTEL EX LINTEL EX LINTEL EX LINTEL EX LINTEL EX LINTEL

BF-10

EX 8x16

CONC BEAM

EX 14x16

CONC BEAM

CONC WALL

BELOW

CHANNEL WEB)

4 1/2"± (C.L. TO

CHANNEL WEB)

4 1/2" (C.L. COL TO

EXIST 6" REINF

CONC SLAB

E X

C

EX C5

EXIST 4" REINF

CONC SLAB

STAIR

T/ SLAB EL

MATCHES EXIST

(10'-3 1/2"±)

OPEN TO

BELOW

OPEN TO

BELOW

SF501

SF501

SF501

W8x13

W8x13

NOTE: ALL DIMENSIONS TO EXISTING

STRUCTURAL MEMBERS & FOUNDATION

ARE BASED OFF ORIGINAL DRAWINGS

AND CONSIDERED +/-. G.C. VERIFY ALL

EXISTING DIMENSIONS PRIOR TO START

OF WORK.

BF-1

E X

L

IN

T E

L E

X L

IN

T

E L

EX LINTEL

E X

L

IN

T E

L E

X L

IN

T

E L

W x3

(S L O

P

IN

G

6" 6'-0"

W16x26

6"

W x

SF501

SF501

C x

.9

(L

C x

.9

1/4" BENT PL POURSTOP

(TYP THIS SIDE)

W14x22

1/4" BENT PL POURSTOP

(TYP THIS SIDE)

C8x11.5

C8x11.5

(L

H S S4x

4x 1/

H S S4x

4x 1/

C x

.5

C8x11.5

PO

ST

PO

ST

SF501

W/R1 REINF

W/R1 REINF

W/R1 REINF

W/R1 REINF

W/R1 REINF

W/R1 REINF

W/R1 REINF

W/R1 REINF

W/R1 REINF

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

E X

W W

/R R

E

IN

F

W/R2 REINF

W/R2 REINF

W/R2 REINF

W/R2 REINF

W/R2 REINF

W/R2 REINFEX C15

W/R4 REINF

EX C12

W/R3 REINF

EX C12

W/R3 REINF

EX C12

W/R3 REINF

EX C12

W/R3 REINF

E X

C

W /R

R

E

IN

F E

X C

W /R

R

E

IN

F

SF101

A

SF101

A

SF101

B

SF101

B

SF101

A

SIM

SIM

SF501

SIM

SF101

ASIM

SIM

SF501

SF501

W10x30 (9'-11 1/2"±

MATCH EXISTING)

0"

NEW WINDOW OPNG.

SEE SS-001 FOR LINTEL.

NEW WINDOW OPNG

SEE SS-001 FOR LINTEL

NEW WINDOW OPNG. NEW

LINTEL AT EXT BRICK ONLY

(SEE SS-001)

NEW WINDOW OPNG.

SEE SS-001 FOR LINTEL.

SEE ARCH FOR MODIFICATIONS

TO MASONRY OPNGS.

(SEE SS-001 FOR LINTEL)

MC8x21.4 (FLAT) BELOW

FOR FOLDING PARTITION

SUPPORT. COORD STL

EL W/ARCH & APPROVED

PARTITION TRACK

REQUIREMENTS.

L3x3x1/4 HANGER

& KICKER (TYP)

L4x4x1/4 DECK SUPPORT

WELDED TO EXIST CHANNELS

1.5VL20 W/3" CONC

(4 1/2"± TOTAL, MATCH EXIST)

SF501

NEW CFMF ON EXISTING

FOUNDATION BELOW

(SEE SECTION)

C x

.9

SF501

SIM

E X

W

W x

W10x30

W10x30

W x

EX W10

W10x39

W10x39

6'-6"± 5'-10"±

4"

4"

REPLACE EXIST BEAM

(TYP E.S.)

(M A

T

H

IS

T

L O

T Y

P E

.S

7'-4"4'-3 1/2"

(12'-0")

(12'-0")

(12'-0")

(12'-0")

(1

/2

/2

F

.O B

R

IC

K

(T Y

P E

.S

L3x3 KICKER

(TYP)

SF200

PROVIDE 1/4"

BENT PL AT

ALL SLAB

EDGES AT

OPENINGS

PROVIDE 1/4" BENT PL

AT ALL SLAB EDGES

AT OPENINGS

PROVIDE 1/4"

BENT PL AT ALL

SLAB EDGES AT

OPENINGS

C8x11.5

C x

.5

OPENING IN INFILL FOR MECH.

COORD LOCATION W/ MEP AND

ARCH (TYP)

C8x11.5

W10x17 [4] W10x12C8x11.5

C8x11.5

W10x12

(L)

W10x12

[4] [4] [4]

H SS4x4x1/4

H SS4x4x1/4

W10x17 [6]

SF501

SIM

W10x17

[4]

W10x12

(L)

W10x12

W10x12W10x12

H SS4x4x1/4

H SS4x4x1/4

H SS4x4x1/4

H SS4x4x1/4

PROVIDE 1/4" BENT PL

AT STAIR (TYP)

W8x15

W x

W x

W8x15

W8x15

W x

W x

W8x15

W8x15 W x

W x

W10x30

OPENING IN EXISTING SLAB FOR

MECH. COORD LOCATION W/ MEP

AND ARCH (TYP)

W x

EX LINTELEX LINTEL

EX LINTEL

SF502

EX LINTEL

W14x22W14x22

(L)

(L)

W/R1 REINF

W /R

R

E

IN

F

EXISTING 2ND FLOOR FRAMING & MEZZANINE INFILL FRAMING PLAN

1/8"=1'-0"

NOTES:

1. TOP OF EXISTING FLOOR REF ELEVATION = 10'-3 1/2"(±) G.C. VERIFY EXISTING EXISTING

ELEVATIONS IN FIELD.

2. TOP OF EXISTING STEEL REF ELEVATION = 9'-11 1/2" (±) G.C. VERIFY EXISTING

ELEVATIONS IN FIELD.

3. G.C. TO VERIFY ALL EXISTING DIMENSIONS IN THE FIELD PRIOR TO STEEL

FABRICATION.

4. TOP OF INFILL STEEL REF ELEVATION =11'-11 1/2" (L) INDICATES T/ INFILL STEEL REF

ELEVATION =9'-11 1/2"± (4" BELOW T/ EXIST SLAB).

5. [XX] INDICATES 3/4"Øx 3 1/2" LG HEADED SHEAR STUDS UNIFORMLY SPACED ALONG W

BEAM OR BETWEEN CONCENTRATED LOADS.

6. UNLESS NOTED OTHERWISE, W BEAMS TO BE PLACED AT EQUAL SPACES BETWEEN

COLUMN LINES.

7. BF-X INDICATES BRACED FRAME ELEVATION. SEE BRACED FRAME ELEVATIONS DWG

SF-200.

8. INDICATES SPAN DIRECTION OF EXISTING 4 1/2" REINF CONC SLAB.

9. INDICATES SPAN DIRECTION OF 2.5" CONC OVER 1.5VL20 GALV (3 SPAN MIN) 4"

TOTAL W/6x6-W2.1xW2.1 W.W.F. (REF EL =12'-3 1/2" U.N.O.) .

10. INDICATES SPAN DIRECTION OF NEW 1.5BA18 ACOUSTIC ROOF DECK (GALV &

SHOP PRIMED, 3 SPAN MIN), [REMOVE EXIST GYPSUM PANELS].

11. INDICATES SPAN DIRECTION OF NEW 1.5BA16 ACOUSTIC ROOF DECK (GALV &

SHOP PRIMED, 3 SPAN MIN), [REMOVE EXIST GYPSUM PANELS].

12. INDICATES EXISTING MASONRY OPENING TO BE INFILLED W/MASONRY TO

MATCH ADJACENT CONSTRUCTION. TOOTH IN INNER & OUTER WYTHES OF MASONRY.

COORD OTHER INFILL DETAILS & ALL LOCATIONS W/ARCH DRAWINGS.

13. PROVIDE DRY PACK GROUT @ ALL VOIDS BTWN NEW BEAMS AND EXIST SLABS

R1 PL 3/8"x6"x12'-0" CTRD ON EX BOT FLANGE

REINF TYPE

MARK

REINF MEMBER NOTE

EX BEAM REINFORCING SCHEDULE

R2 PL 3/8"x8"x12'-0"

R3 MC12x50

R4 C15x33.9

CTRD ON EX BOT FLANGE

MAX LENGTH AS POSSIBLE

MAX LENGTH AS POSSIBLE

NOTES:

• SEE EX BEAM REINF DETAILS DWG SF-500.

• SEE FRAMING PLANS FOR ADDL EXIST STRUCTURE REINF.

R5 REF SECT 1 ON SF502

PL 1/2"x4 3/4"xBEAM

LENGTH T&B

/4

/2

BENT PL NOT SHOW FOR CLARITY

W14E X

C

EX C15

REMOVE AND REBUILD MASONRY

AS REQD FOR CONN (WHERE

APPLICABLE) OR CHANNEL REINF

(WHERE APPLICABLE, SEE PLAN).

5/16

RET 2" T& B

C

EX COL

CHANNEL REINF

(SEE PLAN)

M A

X

1/4 3

1/4 3T+B OF

EXIST

CHANNEL

COPE FLANGES

W14

E X

C

5/16

5/16

PL-EX FLANGE

C

PL 3/8x4x0'-9"

5/16

C15-EX

FLANGE &

PL-W14, RET 2"

T&B

M A

X

CHANNEL REINF

(SEE PLAN)

1/4 3

1/4 3T+B OF

EXIST

CHANNEL

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Project Engineer

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

o n e ig h th in c o f o t o q u a rt e r in fo t o n e h a lf in o t th re e e ig h s t th re a rt e rs in t 6" o n e in o t

6" o a d lf in c h t 6"

Raymond Picard Telephone: 401-459-4760 Providence VA - VSN1

1 2 3 4 5 6 7 8

Providence, RI

A

B

C

D

E

M.E.P.:

Stantec

482 Payne Road

Scarborough, ME 04074

T: (207) 883-3355

F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue

Topsham, ME 04086

T: (207) 406-4001

F: (207) 865-1136

STRUCTURAL:

Becker Structural Engineers

75 York St

Portland, ME 04101

T: (207) 879-1838

F: (207) 879-1822

ASBESTOS:

Axiom Partners

979 Main St.

Wakefield, MA 01880

T: (781) 213-9198

F: (781) 213-6992

F

VA Medical CenterCIVIL/LANDSCAPE:

Stantec Consulting

141 Portland St.

Boston, MA 02114

T: (617) 523-8103

F: (617) 523-4333

GEOTECHNICAL:

Haley & Aldrich, Inc.

75 Washington Ave.

Portland, ME 04101

T: (207) 482-4600

F: (207) 775-7666

Harwood Center for Research 650-333

0%

C on st ru ct io n D oc um en ts

-F in al

04-03-2017

EXISTING LOW ROOF/ 2ND FLOOR FRAMING

PLAN AND MEZZANINE INFILL FRAMING PLAN

SF101

CHFDSB

THE FOLLOWING LINTEL SHALL BE USED FOR NEW DOOR OPENINGS IN

EXISTING INTERIOR NON-LOAD BEARING MASONRY PARTITIONS AND FOR

EXISTING DOOR OPENINGS BEING MODIFIED WHERE NO EXISTING LINTEL

EXISTS:

AT EXISTING 4" MASONRY: PROVIDE PRECAST LINTELS OF 5000 psi

CONCRETE, OF SAME THICKNESS AS PARTITION & DEPTH OF (1) COURSE

(8"±) FOR OPENING <3'-6" & A DEPTH OF (2) COURSES (16"±) FOR OPENINGS

>3'-6" & <6'-6", WITH ONE #5 DEFORMED BAR BOTTOM. PROVIDE 8" OF

BEARING AT EA END OF ALL LINTELS. GROUT SOLID BELOW BEARING.

DETAIL

3/4" = 1'-0" SF101

A

DETAIL

3/4" = 1'-0" SF101

B

N

1 2 3 4 5 6 7 8 9

E

D

C.5

C

B

19'-7" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 20'-2" 19'-7"

/4

/4

/4

B.1

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

EX W10 EX W10 EX W10 EX W10 EX W10 EX W10

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W

E X

W x B

E N

T F

R A

M E

E X

W x B

E N

T F

R A

M E

E X

W x B

E N

T F

R A

M E

E X

W x B

E N

T F

R A

M E

E X

W x B

E N

T F

R A

M E

E X

W W

R

R

E

IN

F

E X

W W

/R I R

E

IN

F

E X

W

E X

W

E X

W

E X

W

E X

W

EX W8

EX W10

EX W10

EX W10

EX C12 W/R3 REINFEX C12

W/R3

REINF

EX C12

W/R3

REINF

E X

W W

/R

R

E

IN

F

W W

/R R

E

IN

F

W W

R

R

E

IN

F

EXIST CROSS BRACING

TO REMAIN

CUT BACK EXIST W10 BEAM &

DECK FOR ELEVATOR

EXIST CROSS BRACING

TO REMAIN

EXIST CROSS BRACING

TO REMAIN

EXIST CROSS BRACING

TO REMAIN

W/R1 REINF

SEE PART PLAN THIS

DWG FOR DUNNAGE

FRAMING ABOVE

SEE PART PLAN THIS

DWG FOR DUNNAGE

FRAMING ABOVE

8" THICK SHOTCRETE

SHEAR WALL

HSS8x6x1/4HSS8x6x1/4

/4

/4

EX LINTEL EX LINTEL EX LINTEL EX LINTEL

EX LINTELEX LINTEL EX LINTELEX LINTELEX LINTELEX LINTELEX LINTELEX LINTEL

E X

L

IN

T E

L E

X L

IN

T

E L

EX LINTEL

E X

L

IN

T E

L

BF-1

BF-2

OPENING IN ROOF FOR

SOLATUBE. SEE TYP

DETAILS SF-500 (TYP)

COORD W/ARCH

NOTE: ALL DIMENSIONS TO EXISTING

STRUCTURAL MEMBERS & FOUNDATION

ARE BASED OFF ORIGINAL DRAWINGS

AND CONSIDERED +/-. G.C. VERIFY ALL

EXISTING DIMENSIONS PRIOR TO START

OF WORK.

BF-1

BF-2

W BM

HOIST BM

SEE TYP ELEVATOR

SHAFT OVERRIDE

FRAMING DETAILS

EX C12 W/R3 REINFEX C12 W/R3 REINFEX C12 W/R3 REINF

E X

C W

/R R

E

IN

F E

X C

W

/R R

E

IN

F E

X C

W

/R R

E

IN

F

W/R1 REINF

W/R1 REINF

SF501

NEW ROOF DECK

COVERS ORIGINAL

CHIMNEY PENETRATION

NEW WINDOW OPNG

NEW WINDOW OPNG,

SEE SS001 FOR LINTEL

DECK SUPPLIER PROVIDE

CONT FILLER STRIP AT RIDGE

C x

.5

C x

.5

C x

.5

C x

.5

WELD EXIST CHANNEL BEAMS TO

COLUMNS (SEE DETAIL F) (TYP)12

SF501

6'-6"± 5'-10"±

TERMINATE SHOTCRETE AT

EXIST WINDOW (TYP, E.S.)

W10x12

W10x12

W x

10 3/4"±

SF501

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

W /R

R

E

IN

F

E X

W

/R

R

E

IN

F

E X

W

/R

I R

E

IN

F

OPNG IN ROOF FOR ROOF

HATCH. SEE TYP DETAILS

SF500 (TYP) (COORD W/ARCH)

W x

W x

W x

W x

W x

E X

W

W /R

R

E

IN

F

4"Ø STD PIPE

ABV (TYP 10

LOCS)

RTU 2

RTU 3

R T

U

W10x39

W10x39

W10x39

W10x39

W10x39

4"Ø STD PIPE

ABV (TYP 10

LOCS)

EX W10

W/R1 REINF

NEW LINTEL AT DUCT

PENETRATION (SEE SS-001)

COORD W/MEP & ARCH

SF502

NEW LINTEL AT DUCT

PENETRATION (SEE SS001)

COORD W/MEP & ARCH

REPLACE EXIST BEAMS

AT ALL RTU LOCATIONS

(TYP)

ANGLE SUPPORTS. REF TYP

DECK OPNG DETAIL (DWG SF500).

COORD W/MEP & ARCH.

6"

/2

4" Ø S

TD

P

IP

E

ABV

(T

YP 1

LO

C S)

W x

W x

W x

W x

W x

SEE PART PLAN THIS

DWG FOR DUNNAGE

FRAMING ABOVE

EX W8 EX W8 W/ R5 REINF EX W8 W/R5 REINF EX W8 W/R5 REINF

EX W8 W/

PARTIAL R5 REINF

EX W8 W/ PARTIAL

R5 REINF

EX W8

SF502

G.C. COORD VENT REQMNTS

W/MECH

ANGLE SUPPORTS. REF TYP

DECK OPNG DETAIL (DWG

SF500). COORD W/MEP & ARCH.

W10x39

SF502

SF502

SIM 4

SF502

NOTE: ALL DIMENSIONS TO EXISTING

STRUCTURAL MEMBERS & FOUNDATION ARE

BASED ON ORIGINAL DRAWINGS AND

CONSIDERED +/-. G.C. VERIFY ALL EXISTING

DIMENSIONS PRIOR TO START OF WORK.

W/R1 REINF

W /R

R

E

IN

F W

/R R

E

IN

F

W /R

R

E

IN

F W

/R R

E

IN

F

ROOF FRAMING PLAN

1/8"=1'-0"

NOTES:

1. G.C. TO VERIFY EXISTING DIMENSIONS AND STEEL ELEVATIONS PRIOR TO STEEL

FABRICATION.

2. BF-X INDICATES BRACED FRAME ELEVATION. SEE BRACED FRAME ELEVATIONS DWG

SF-200.

3. INDICATES SPAN DIRECTION OF NEW 1.5BA18 ACOUSTIC ROOF DECK (GALV

& SHOP PRIMED, 3 SPAN MIN), [REMOVE EXIST GYPSUM PANELS].

4. INDICATES EXISTING MASONRY OPENING TO BE INFILLED W/MASONRY TO

MATCH ADJACENT CONSTRUCTION. TOOTH IN INNER & OUTER WYTHES OF

MASONRY. COORD OTHER INFILL DETAILS & ALL LOCATIONS W/ARCH DRAWINGS.

5. ** INDICATES G.C. TO COORDINATE LOCATION OF BEAMS WITH MECH DWGS.

R1 PL 3/8"x6"x12'-0" CTRD ON EX BOT FLANGE

REINF TYPE

MARK

REINF MEMBER NOTE

EX BEAM REINFORCING SCHEDULE

R2 PL 3/8"x8"x12'-0"

R3 MC12x50

R4 C15x33.9

CTRD ON EX BOT FLANGE

MAX LENGTH AS POSSIBLE

MAX LENGTH AS POSSIBLE

NOTES:

• SEE EX BEAM REINF DETAILS DWG SF-500.

• SEE FRAMING PLANS FOR ADDL EXIST STRUCTURE REINF.

R5 REF SECT 1 ON SF502

PL 1/2"x4 3/4"xBEAM

LENGTH T&B

A

5 6

W8x21

W8x21

W x

T

Y P

/2

DIAGONAL BRACE

L4x4x1/4, TYP (SEE

SECT 1 THIS DWG).

CONT

CONT

L4x4x1/4 (TYP)

6'-11"

6'-11"

6'-11"

2'-8"

SF102

4'-3"

D

C

L4 x4 x1 /4

(T Y P

W x

W x

DIAGONAL BRACE

L4x4x1/4, TYP (SEE

SECT 1 THIS DWG)

4'-0"

6'-7 1/2"

W8x10 (TYP)

C O

N T

C O

N T

/2

/8

DUNNAGE FRAMING NOTES

1/8"=1'-0"

NOTES:

1. TOP OF STEEL ELEVATION 22'-8" U.N.O.

2. ** INDICATES DIM TO BE COORD W/FINAL MECH DUNNAGE AND MECH ROOF

PENETRATIONS W/APPROVED MECH UNIT.

3. ALL STEEL AND CONNECTIONS SHALL BE HOT-DIPPED GALVANIZED.

A

8 9

L4x4 x1

/4

W x

T

Y P

W8x21

W8x21

CONT

CONT

W8x10

W x

W x

FULLY WELDED W8x10

OUTRIGGERS

(T

YP)

DIAGONAL BRACE

L4x4x1/4 TYP. SEE

SECT 1 THIS DWG

7'-2"

2'-4 3/4" **

4'-9 1/4"

7'-2"

4'-8" **

2'-6"

6"

M

IN2

L4x4

RTU

PIPE POST

(SEE PLAN)

ROOF DECK

(SEE PLAN)

W BEAM (SEE PLAN)

LOW ROOF

19'-0"

T/DUNNAGE

R E

Q M

N T

S

M

A X

G .C

V

E R

IF

Y

W /M

E P

W BEAM (SEE

PART PLAN)

W BEAM (SEE

PART PLAN)

1/4

1/4

TYP

BASE PL 1/2x5x0'-11" W/

(4)-3/4"Ø A325 BOLTS

(TYP)

1/4

TYP

1/4

TYP

PL1/2xBEAM WIDTHx0'-11"

W/(4)-3/4"Ø A325 BOLTS

L4x4 BRACE BEYOND

(SEE PART PLAN)

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Project Engineer

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

o o t o a rt e r in t o n e h a lf in o t th re e e ig h t th a rt e rs in t 6" o n e in o t

6" o lf in c h t 6"

Raymond Picard Telephone: 401-459-4760 Providence VA - VSN1

1 2 3 4 5 6 7 8

Providence, RI

A

B

C

D

E

M.E.P.:

Stantec

482 Payne Road

Scarborough, ME 04074

T: (207) 883-3355

F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue

Topsham, ME 04086

T: (207) 406-4001

F: (207) 865-1136

STRUCTURAL:

Becker Structural Engineers

75 York St

Portland, ME 04101

T: (207) 879-1838

F: (207) 879-1822

ASBESTOS:

Axiom Partners

979 Main St.

Wakefield, MA 01880

T: (781) 213-9198

F: (781) 213-6992

F

VA Medical CenterCIVIL/LANDSCAPE:

Stantec Consulting

141 Portland St.

Boston, MA 02114

T: (617) 523-8103

F: (617) 523-4333

GEOTECHNICAL:

Haley & Aldrich, Inc.

75 Washington Ave.

Portland, ME 04101

T: (207) 482-4600

F: (207) 775-7666

Harwood Center for Research 650-333

0%

C on st ru ct io n D oc um en ts

-F in al

04-03-2017

ROOF FRAMING PLAN

SF102

CHFDSB

N

1/8" = 1'-0"

RTU 2 DUNNAGE FRAMING PART PLAN

1/8" = 1'-0"

RTU 1 DUNNAGE FRAMING PART PLAN

1/8" = 1'-0"

RTU 3 DUNNAGE FRAMING PART PLAN

SECTION

3/4" = 1'-0" SF102

REF

T/GROUND FL

(SEE PLAN)

LOWER LEVEL

(SEE PLAN)

T/2ND FL

(SEE PLAN)

T/EX ROOF STL

(SEE PLAN)

4 5 6 7 8

GROUND

0' - 0"

SECOND INFILL

12' - 3 1/2"

20'-2"20'-2"20'-2"20'-2"

EXIST W10

EX W10

HSS8x6 (40K)

E X

W

EX W10 EX W10

HSS8x6 HSS8x6

W10 W10

L4x4 (10K)

1"Ø ROD

1"Ø R

OD

1"Ø ROD

1"Ø R

OD

BF-1 @ E-LINE

T/ STL

EX ROOF

EXIST CONCRETE

WALL BEYOND

L4x4 L4x4

L4x4L4x4 L4x4

L4x4

(15K) (15K)

(15K) (15K)

(40K) (40K)

(40K)(40K) (40K)

(40K)

L4x4 (10K) L4x4 (10K) L4x4 (10K)

HSS8x6 (40K)

TURNBUCKLE

(TYP)

E X

W

E X

W

SF502

A

SF502

C

EX C12 EX C12

EQ EQ(6)SPACES @ 2'-6"

SF502

D

DESIGNER NOTE: ROD BRACES

ARE TENSION ONLY

SF200

WINDOW

BEYOND

WINDOW

BEYOND

WINDOW

BEYOND

WINDOW

BEYOND

MASONRY

19' - 0"

SECOND INFILL

12' - 3 1/2"

SECOND

10' - 3 1/2"

GROUND

0' - 0"

4 5 6 7 86.2 7.9

E X

W

E X

W

E X

W

BF-2 @ B.1-LINE

T/ STL

EX ROOF

T/ HSS

EX W10 EX W10

HSS8x6 HSS8x6

L4x4 L4x4

L4x4 L4x4 L4x4

L x x /4

L x x /4

EQ EQ EQEQ EQ EQ

20'-2" 20'-2"

L4x4

L x x /4

L x x /4

L4x4x1/2 CONN (SEE SECTION 1).

PROVIDE AT EQUAL SPACES

BETWEEN COLUMNS AS SHOWN.

SF501

SF502

CSIM

SF502

B

(40K) (40K) (40K)(40K)

(40K)

(40K)(1 K

(1 K

(1 K

(1 K

LOWER LEVEL

-10' - 0"

GROUND

0' - 0"

SECOND

10' - 3 1/2"

LOW ROOF

19' - 0"

#6 VERT EA END

#6 x7'-0" LONG DOWELS

@ ENDS (TYP)

#6 VERT EA END

#4@12" O.C. E.W.

(TYP

THROUGHOUT

SHEAR WALL)

(4) #4 BENT BAR

DOWELS INTO EXIST

FDN WALL (TYP)

EXIST FLOOR SLAB

EXIST FLOOR SLAB

EXIST ROOF

EXIST FLOOR

BEAM (TYP)

EXIST ROOF

BEAM (TYP)

#4x2'-0" LONG AT

WINDOW (TYP)

CAST WALL

AROUND EXIST

OPENINGS (TYP)

SF200

A

(SEE NOTE 1)

#4x5'-0" LONG DOWELS @ 3'-3" O.C.±

1'-6" 1'-6"1'-6"1'-6"

AT DOWELS OVER WINDOW,

FIELD BEND STD HOOK

EXIST COL

(TYP)

EX W8EX W8EX W8

1'-6" 1'-6"

LAP

LAP BARS OVER COLUMN (TYP)

EQ EQ EQ EQ EQ EQ

SHOTCRETE SHEAR WALL ELEVATION @ A-LINE

1/4"=1'-0"

NOTES:

1. SHOTCRETE STRENGTH TO BE 5000 PSI @ 28 DAYS.

2. VERT DOWEL SPACING BASED ON ASSUMED EXIST SLAB REINF

SPACING = 6 1/2". SCAN EXIST SLAB FOR REINF PRIOR TO FINAL

DRILLING FOR DOWEL INSTALLATION.

3. SEE ARCH DWGS FOR MASONRY OPENING SIZES & LOCATIONS.

4. SEE GENERAL NOTES FOR REINF GRADE & CLEAR COVERS.

5. SEE SB300 FOR LAP SPLICE LENGTHS. ALL SPLICES SHALL BE IN

PLANE OF 8" WALL.

BRACED FRAME ELEVATIONS

1/8"=1'-0"

NOTES:

1. LOADS INDICATED ON BRACED FRAME ELEVATIONS (--K, U.N.O.) ARE

UNFACTORED LOADS AND MAY ACT IN TENSION AND COMPRESSION.

2. LOADS INDICATED HAVE BEEN GENERATED USING R=3. CONNECTIONS DO

NOT REQUIRE ADDITIONAL OVERSTRENGTH FACTORS.

3. CONNECTIONS SHALL BE DESIGNED TO NOT INDUCE MOMENT INTO BEAMS

AND COLUMNS, BEYOND THAT FORCED BY MEMBER GEOMETRY.

4. L4x4 INDICATES L4x4x1/2 U.N.O.

5. CONNECTION DESIGN CALCULATIONS SHALL BE SUBMITTED FOR REVIEW PER

SPECIFICATIONS AND SHALL BE STAMPED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF RHODE ISLAND AND SHALL INCLUDE THE

FOLLOWING:

A. GEOMETRY NECESSARY FOR UNIFORM FORCE METHOD

CALCULATIONS.

B. ALL APPLICABLE FAILURE MODE CHECKS.

DEMO PORTION OF MASONRY TO

INSTALL CONNECTIONS. REPLACE

MASONRY AFTER COMPLETE.

EXIST CHANNEL

EXIST MASONRY WALL

EXIST CONC SLAB

EXIST VAULT

2" 5/16

3 SIDES

(2)L4x4x5/16 W/PL3/8x6x0'-10"

(2)3/4"Ø HILTI HAS-E RODS

W/HILTI HIT-HY 200 MAX EPOXY

AND 4" EMBED.

EXIST CONC WALL

1 1/2" 7"

10"

3/16

3/16

TYP

#4 CORNER BAR

LAPPED W/HORIZ &

VERT REINF

(SEE ELEV)

(SEE PLAN)

SHOTCRETE SHEARWALL

(SEE ELEVATION THIS DWG)

EMBED PL (SEE

SECT 2

24"

24"

EXIST W BEAM

(SEE PLAN)

#4 LAPPED W/HORIZ REINF

(REFER TO LAP SCHEDULE

DWG SB-300)

#4 DWLS. DRILL & EPOXY

W/HILTI HIT-HY 200 MAX

W/6" EMBED. G.C. OPTION

TO FIELD BEND).

12"

8"

EXIST CONC SLAB ON

GRADE

EXIST FDN WALL

EXIST FTG

GRADE (SEE CIVIL DWGS)

EXIST CHANNEL BEAM

EXIST W BEAM

SHOTCRETE SHEARWALL, TYP EA FLOOR

(SEE ELEV FOR DIMENSIONS AND REINF)

EXIST FLOOR SLAB

EXIST FLOOR SLAB

MATCHING VERT DOWELS, DRILL

THRU EXIST SLAB AND GROUT

SOLID (TYP)

L A

P

T Y

P

EXIST MASONRY WALL

(TYP)

EMBED PL 3/8x5x0'-6" W/(2)-1/2"Øx4"

LONG HEADED STUDS (SEE ELEV

FOR LOCATIONS)

ENCASE EXIST BEAM IN

SHOTCRETE WALL (TYP)

CONT L4x4x1/4

EXIST W BEAM

ROOF DECK (SEE PLAN)

3/16 2@24

EXIST W BEAM

3/16 4

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Project Engineer

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

o o t o a rt e r in t o n e h a lf in o t th re e e ig h t th a rt e rs in t 6" o n e in o t

6" o lf in c h t 6"

Raymond Picard Telephone: 401-459-4760 Providence VA - VSN1

1 2 3 4 5 6 7 8

Providence, RI

A

B

C

D

E

M.E.P.:

Stantec

482 Payne Road

Scarborough, ME 04074

T: (207) 883-3355

F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue

Topsham, ME 04086

T: (207) 406-4001

F: (207) 865-1136

STRUCTURAL:

Becker Structural Engineers

75 York St

Portland, ME 04101

T: (207) 879-1838

F: (207) 879-1822

ASBESTOS:

Axiom Partners

979 Main St.

Wakefield, MA 01880

T: (781) 213-9198

F: (781) 213-6992

F

VA Medical CenterCIVIL/LANDSCAPE:

Stantec Consulting

141 Portland St.

Boston, MA 02114

T: (617) 523-8103

F: (617) 523-4333

GEOTECHNICAL:

Haley & Aldrich, Inc.

75 Washington Ave.

Portland, ME 04101

T: (207) 482-4600

F: (207) 775-7666

Harwood Center for Research 650-333

0%

C on st ru ct io n D oc um en ts

-F in al

04-03-2017

BRACED FRAME AND SHOTCRETE WALL

ELEVATIONS

SF200

CHFDSB

SECTION

3/4" = 1'-0" SF200

DETAIL

3/4" = 1'-0" SF200

A

SECTION

3/4" = 1'-0" SF101

5'-0" MAX

M

A X

STEEL SUPPORTS

L6x4x5/16 LLV

(TYP)

DECK OPNG AS REQD G.C.

SHALL COORD ALL OPNGS,

DIM & LOCATIONS

W/SPECIFICATIONS & ALL

APPLICABLE CONTRACT

DOCUMENTS.

ADD ADDL SUPPORT AS

NECESSARY FOR HVAC

MECH EQUIP, ROOF HATCH, ETC.

L5x5x5/16 SADDLE

ANGLE (6" LG TYP)

PLAN OF TYP OPENING IN ROOF DECK

SECTION

3/16

(TYP)

3/16 0

@ SUPPORTS

(TYP)

NOTE:

DETAIL TYPICAL AT ROOF DRAINS, EXHAUST FANS AND OTHER

MECH AND HVAC EQIP IF OPENING IS LARGER THAN 12"Ø OR

CUTS MORE THAN (1)DECK RIB. FOR OPENINGS LESS THAT 12"Ø,

REINF OPNG W/16GA MIN PL. MIN PL LENGTH SHALL BE "D"+4".

EXTEND AS REQD FOR 2" MIN BRG ON DECK RIB.

N.T.S. TYPICAL @ FANS & OTHER

MECH & HVAC EQUIP U.N.O.

CENTER LINE STEEL SUPPORT

TYP

6"

1#5 EA SIDE OF OPENING. EXTEND 24"

EA SIDE OF OPENING (TYP).10" (OR LESS) SQUARE OR

ROUND SINGLE OPENING.

PLAN OF TYP OPENING IN COMPOSITE FLOOR DECK

N.T.S.

TYP BEAM TO HSS COL CONN U.N.O.

REF

W BEAM

(SEE PLAN)

3/8" MIN CONN PL

3/8" CAP PL

(TYP U.N.O.)

HSS COL

(SEE PLAN)

SHORT SLOTTED HOLES

IN CONN PLATE

N.T.S.

2 1/2"

W BEAM (SEE PLAN)

W.W.F. OVER SLAB REINF (SEE PLAN)

STEEL DECK (SEE PLAN

FOR ORIENTATION)

TYP COMPOSITE DECK DETAILS

N.T.S.

DECK CLOSURE

AS REQD

W BEAM

(SEE PLAN)

STEEL DECK

(SEE PLAN FOR

ORIENTATION)

(TYP)

RIB WIDTH

OVER BEAM FLANGE

MAINTAIN RIB WIDTH

SHEAR STUD

W BEAM

(SEE PLAN)

3/8" THICK

STIFFENER PL

E.S. OF BM WEB

REF

TYP BEAM OVER COL CONN DETAIL

HSS COL

(SEE PLAN)

3/4" CAP PL

N.T.S.

(4)-3/4"Ø ASTM A325

(SC) BOLTS @ BEAM

GAGE

TYP STEEL BEAM REINF U.N.O.

N.T.S.

EXIST STEEL BEAM

(SEE PLAN)

PL REINF

(SEE PLAN)

1/4 2@10

CONT 8" @

ENDS TYP

REF

S E

E P

L A

N

REF

REF STEEL DECK (SEE PLAN

FOR ORIENTATION)

POUR STOP AS REQD

(14 GA MIN) U.N.O. AS

STEEL BENT PL

W BEAM (SEE PLAN)

S E

E P

L A

N

HSS COL

(SEE PLAN)

1" (1/4" LEVELING PL +

3/4" NON-SHRINK GROUT

U.N.O.

TYP COL BASE DETAIL U.N.O.

N.T.S.

REF

E M

B E

D

T/CONC

F1554, GR 36 HEADED

ANCHOR RODS, (SEE

BASEPLATE DETAILS,

THIS DWG)

1/4

BOT OF BASE PLATE EL (SEE TYP

COL BASE DETAIL AT BRACING FOR

ADDL INFO)

PL WASHER 3/8x2x0'-2" @3/4" DIA A.R's.

3/8x3x0'-3" @1" DIA A.R's.

STD NUT

C L R

W .W

.F

C L R

W .W

.F

REINF CMU WALL

(SEE TYP DETAILS

DWG S2.1)

STL ROOF DECK

(SEE PLAN)

PROVIDE 6'-0" LONG

BOND BEAM ABOVE +

BELOW HOIST BEAM,

CENTERED (TYP)

CONT 1/4"x4" BEARING PL W/1/2"Øx4" LONG HEADED

STUDS @24" O.C. MAX

EMBEDED IN GROUTED CMU

BOND BEAM. (TYP AT

PERIMETER OF ELEVATOR

SHAFT)

TYP ELEVATOR SHAFT OVERIDE FRAMING DETAILS

N.T.S.

W BEAM (SEE PLAN)

NOTE: SEE ARCH DWGS FOR TOP OF

CMU EL & BOT OF HOIST BEAM EL

BEARING PL 3/4x5x0'-8" W/(2)-1/2"Øx4" LONG

HEADED STUDS EMBEDED

IN GROUTED CMU BOND

BEAM (TYP)

1/4 3"

TYP

HOIST BEAM

(SEE PLAN)

NEW CHANNEL

REINF (SEE

PLAN)

EXIST MASONRY

EX BEAM

EX CHANNEL/STL PLATE

NEW MTL DECK

NEW L4x4x1/4 (TYP)

5/16

RET 1" TOP

& BOT, TYP

WELD EXIST CONN ANGLE TO EX

CHANNEL & CHANNEL WEB,

REMOVE BOLTS BTWN ANGLE AND

EXIST CHANNEL TO ALLOW FOR

NEW CHANNEL REINF.

3/4 16

TYP. PROVIDE

ADDITIONAL

(4) AT BEAM

LOCATIONS

TYP EXIST CHANNEL REINF DETAIL

N.T.S.

AT CHANNELS BEING REINFORCED:

WELD EXIST CHANNEL TO EXIST

COLUMN FLANGE.

POUR STOP SCHEDULE

SLAB OVERHANG

BEYOND EDGE OF

BEAM FLANGE

<3"

POUR STOP

GAGE

14 GA

3"-6" 12 GA

7"-9" 10 GA

>9" SEE SECTIONS &

DETAILS

TYP POUR STOP SCHEDULE & DETAIL U.N.O.

N.T.S.

REINFORCE EXIST

CHANNEL PRIOR TO

REMOVAL OF EXIST CMU

NOTE: AT SKEWED BEAMS PROVIDE 2" DECK BEARING TO

ALLOW STUD PLACEMENT AT BEAM CL

1/4

1/4

TYP

5/16

HSS5x5 (SEE

PLAN)

11"

8" 1 1/2" (TYP)

PL 3/4x11x0'-11"

W/(4)-1 5/16"Ø HOLES FOR

(4)-3/4" Ø GR. 36 ANCHOR RODS

W/9" EMBED & 6" PROJ.

REF

REF

TYP BASE PLATE DETAIL

N.T.S.

W BEAM W/DBL

CLIP ANGLES TO

GIRDER WEB

TYP BEAM TO BEAM

CONN DETAIL

N.T.S.

BEAM

SIZE

DESIGN REACTION MIN No. BOLTS - ONE SIDED

CONNECTION

SIMPLE SHEAR BEAM CONNECTION SCHEDULE

W10 20K 2

SIMPLE SHEAR CONNECTIONS NOTES:

1. SIMPLE SHEAR CONNECTIONS SHALL BE SELECTED FROM THE AISC "MANUAL OF STEEL

CONSTRUCTION, THIRTEENTH EDITION" USING THE ABOVE REFERENCED REACTIONS AND

CRITERIA. REACTIONS INDICATED ARE UNFACTORED (SERVICE LEVEL LOADS). MORE BOLTS

THAN REFERENCED IN THE "MINIMUM" SECTIONS ABOVE MAY BE REQUIRED FOR LOAD

REQUIREMENTS.

2. CONNECTIONS ARE SUBJECT TO REVIEW ON THE STEEL SHOP DRAWINGS.

3. ALL BOLTS SHALL BE A325 OR A490 FOR SIMPLE SHEAR CONNECTIONS, MIN 3/4"Ø. MINIMUM

WELD SIZE SHALL BE 5/16". MINIMUM ANGLE/PLATE THICKNESS SHALL BE 3/8".

4. ONE SIDED CONNECTIONS INCLUDE SINGLE PLATES AND SINGLE ANGLE CONNECTIONS.

5. TWO SIDED CONNECTIONS INCLUDE DOUBLE ANGLE AND END PLATE CONNECTIONS.

MIN No. BOLTS - TWO SIDED

CONNECTION

W12/W14/C15 30K 3 3

W16 40K 4 3

W21 50K 5 4

AT CONNECTIONS TO

EXISTING BEAMS PROVIDE

DOUBLE ANGLE

CONNECTION WELDED ALL

AROUND W/ 1/4" FILLET

W8/C8 15K 2 2

P R

O J

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Project Engineer

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

o o t o a rt e r in t o n e h a lf in o t th re e e ig h t th a rt e rs in t 6" o n e in o t

6" o lf in c h t 6"

Raymond Picard Telephone: 401-459-4760 Providence VA - VSN1

1 2 3 4 5 6 7 8

Providence, RI

A

B

C

D

E

M.E.P.:

Stantec

482 Payne Road

Scarborough, ME 04074

T: (207) 883-3355

F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue

Topsham, ME 04086

T: (207) 406-4001

F: (207) 865-1136

STRUCTURAL:

Becker Structural Engineers

75 York St

Portland, ME 04101

T: (207) 879-1838

F: (207) 879-1822

ASBESTOS:

Axiom Partners

979 Main St.

Wakefield, MA 01880

T: (781) 213-9198

F: (781) 213-6992

F

VA Medical CenterCIVIL/LANDSCAPE:

Stantec Consulting

141 Portland St.

Boston, MA 02114

T: (617) 523-8103

F: (617) 523-4333

GEOTECHNICAL:

Haley & Aldrich, Inc.

75 Washington Ave.

Portland, ME 04101

T: (207) 482-4600

F: (207) 775-7666

Harwood Center for Research 650-333

0%

C on st ru ct io n D oc um en ts

-F in al

04-03-2017

FRAMING SECTIONS & DETAILS

SF500

CHFDSB 56 OF 118

REF

REF

REF REF

T/SLAB

(SEE PLAN)

REF

REF

#4 CONT

1/4" CONT BENT PL

(WELD AT SPLICE)

EXIST W COL

EXIST SLAB

W BM (SEE PLAN)

EXIST C15

#4x36" W/ STD 180º HOOK

@24" O.C. (SKEW HOOKS

TO FIT IN SLAB DEPTH)

NEW CONC SLAB ON

MTL DECK (SEE PLAN)

SEE ARCH FOR

WALL INFILL

(2) L3x3x3/8x0'-9" AT EXIST

COL WEB (5/16" FIELD

WELDS - 3 SIDES AT WEB,

(3) 3/4"Ø A325 BOLTS @

NEW W BM)

A L

IG

N

3/16 2-12

T/SLAB

(SEE PLAN)

COPE BENT PL AT EXIST COL

TO MAINTAIN CONSISTENT

SLAB EDGE AND SLAB INFILL

AT COL WEB & FLANGE

COORD RAIL W/ARCH

V.I.F.

1'-2"±

L4x4 DECK SUPPORT AT

COL (TYP)

W BEAM

(SEE PLAN)

W BEAM

(SEE PLAN)

DECK

(SEE PLAN)

EXIST C7

HEADER

SEE ARCH

FOR INFILL

T/STL

(SEE PLAN)

SEE PLAN

T/STL

(SEE PLAN)

HSS4x4 POST W/CAP & BASE PL 1/2x5x0'-11" W/

(4)-3/4" ØA325 BOLTS

4'-3 1/2"

L3x3x1/4

L3x3x1/4 KICKER

W/ 1/4" CONN PL

((4)PLCS)

3/8" WEB STIFF E.S. (TYP)

COORD ANGLE

OF COPE W/ARCH

REMOVE EXIST

ANGLE. DO NOT

DAMAGE GIRT/WELD.

CFMF HEADER (BY

CFMF DESIGNER)

CFMF INFILL

CFMF HEADER (BY

CFMF DESIGNER)

CFMF KICKER (BY

CFMF DESIGNER)

3/16

3/16

EA END

2x4

(2)10d NAILS

(TYP)

TAPERED 2x4 @ 16" O.C.

1'-2"

#10 TEKS @ 12" O.C.

DOUBLE 2x6 (TYP)

10d @ 12" O.C.

SIMPSON HGA10KT W/SDS

SCREWS PER MANUF REQS

1/4

W BEAM

(SEE PLAN)

EXIST MASONRY, REMOVE &

REBUILD AT NEW BEAM

PENETRATION

W BEAM

(SEE PLAN)

NEW DECK

(SEE PLAN)

DECK

(SEE PLAN)

T/STL

(SEE PLAN)

T/STL

(SEE PLAN)

T/STL

(SEE PLAN)

NEW W BEAM

(SEE PLAN)

HSS4x4 POST W/CAP & BASE PL 1/2x5x0'-11"

W/(4)-3/4" ØA325

BOLTS

W BEAM

(SEE PLAN)

3/8" STIFF PL E.S. (FULLY

WELDED), TYP.

8 1/2"

CONT L3x3x1/4

DECK SUPPORT

6" E.O.S.

6" E.O.S.

LIGHT GAGE POUR STOP

(SEE SCHEDULE, TYP U.N.O.)

SEE ARCH FOR INFILL

COORD RAILING

W/ARCH

6" E.O.S.

SEE ARCH FOR

CLOSURE

3" E.O.S.

W16 (SEE PLAN)

6"

SLOPING W16

(SEE PLAN)

SEE ARCH FOR RAILING

6"

UPPER

6" E.O.S. TYP

W10

BEYOND

SLOPING W16

(SEE PLAN)

W14 BEYOND

(SEE PLAN)

LOWER

3" E.O.S. TYP

6'-0"

WHERE RAMP MEETS UPPER LEVEL,

OMIT UPPER POUR STOP, FORM EDGE &

PLACE MONOLITHICALLY

NEW C15

(SEE PLAN)

NEW CONC SLAB ON MTL

DECK (SEE PLAN)

EXIST MASONRY

EX BEAM

EX CHANNEL/STL PLATE

NEW MTL DECK

NEW L4x4x1/4 (TYP)

3/16 3

TYP

NEW CHANNEL REINF (SEE

PLAN). REFER TO TYP

CHANNEL REINF DETAIL.

EX MASONRY WALL

(COORD DEMO

EXTENTION/ARCH)

SEE SPECS

#4 CONT

1/4" CONT

BENT PL

SEE ARCH FOR

WALL INFILL

NOTE: SEE SECT

1/SF501 FOR ADDL INFO

EXIST SLAB

CHANNEL

(SEE PLAN)

EXIST C15

#4x36" W/ STD 180º HOOK

@24" O.C. (SKEW HOOKS

TO FIT IN SLAB DEPTH)

NEW CONC SLAB ON

MTL DECK (SEE PLAN)

A L

IG

N

8"

W BM (SEE PLAN)

4"

COORD RAIL WITH ARCH

T/STL

(SEE PLAN)

BENT PL SLAB

EDGE BEYOND

EXIST SLAB

CHANNEL

(SEE PLAN)

EXIST C15

W BM (SEE PLAN)

STAIR (B.O.)

COORD W/ARCH

HSS POST BEYOND

STAIR DESIGN

COORD W/ARCH

WHERE STAIR IS

ADJACENT TO EXIST COL

PROVIDE BENT PL AT FACE

OF COL AND IN WEB FOR

CONSISTENT CONC FILL

EXIST MASONRY

EX BEAM

EX CHANNEL/STL PLATE

NEW MTL DECK

NEW L4x4x1/4 (TYP)

3/16 3

TYP

NEW METAL DECK

EXIST PURLIN

EXTEND METAL DECK TO

INSIDE FACE OF WALL

/2

T/ROOF EL

(COORD W/ARCH)

1/2" PLY SHTG W/#8 SCREWS

@ 12" O.C. (SPAN STUD-JOIST

TRANSITION & CONN TO JOIST

TRACK)

SLOPED TOP TRACK OR

BEVELED HARDWOOD SHIM

5/8" PLY SHTG W/#8 SCREWS

@ 12" O.C.

600S16243 JOISTS @ 16" O.C.

6T12543 EA END

362S16243 STUDS @ 16" O.C. (ALIGNED

W/JOISTS) W/BRIDGING @ 1/3 RD POINTS.

PROVIDE 16GA BOT TRACK W/ 1/4" CONC

ANCHORS @ 16"O.C.

1/4"Ø SELF TAPPING SCREW

INTO LEDGER @ 16" O.C.

L3x3x1/4 LEDGER W/ 3/4"Ø THRD

ROD ANCHORS @ 16" O.C.

W/HILTI HIT-HY 70 ADHESIVE,

W/SCREENTUBES & 6" EMBED.

PROVIDE BEVELED

WOOD SHIM TO

ACCOMIDATE SLOPE

SLOPE 2:12

EXIST MASONRY WALL

T/SLAB EL

(SEE PLAN)

EXIST FLOOR SLAB (SEE PLAN).

CONT 16" BOND BEAM

(SEE DWG SB-300 FOR

ADDL INFO)

L6x6x1/2 H.D. GALV LEDGER W/ 3/4"Ø x6 3/4" EMBED EPOXY THRD

ROD ANCHORS @ 16" O.C. CONT

AROUND CMU SHAFT

SHORE EXIST SLAB AS

REQD DURING

INSTALLATION

EX CHANNEL

T/HSS

T/EX C12

(V.I.F.)

1/4

3 SIDES

L4x4x1/2 (SEE ELEV FOR SPACING)

1/4

1/4

HSS BEAM (SEE PLAN)

ANGLE BRACING AND

CONN'S BEYOND

EX MASONRY WALL

EXIST W BEAM

CHANNEL BEAM BEYOND

(SEE PLAN)

SEE SECT 10/SF501

FOR ADDL INFO

ROOF DECK

(SEE PLAN)

EX W BEAM

(SEE PLAN)

1/4" CONT BENT PL W/SLOTTED

HOLE FOR 3/4"Ø THREADED ROD

3/4"Øx6 3/4" EMBED EPOXY

THREADED ROD @ 16" O.C.

W/SCREEN TUBES

CMU SHAFT

WALL

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Project Engineer

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

o o t o a rt e r in t o n e h a lf in o t th re e e ig h t th a rt e rs in t 6" o n e in o t

6" o lf in c h t 6"

Raymond Picard Telephone: 401-459-4760 Providence VA - VSN1

1 2 3 4 5 6 7 8

Providence, RI

A

B

C

D

E

M.E.P.:

Stantec

482 Payne Road

Scarborough, ME 04074

T: (207) 883-3355

F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue

Topsham, ME 04086

T: (207) 406-4001

F: (207) 865-1136

STRUCTURAL:

Becker Structural Engineers

75 York St

Portland, ME 04101

T: (207) 879-1838

F: (207) 879-1822

ASBESTOS:

Axiom Partners

979 Main St.

Wakefield, MA 01880

T: (781) 213-9198

F: (781) 213-6992

F

VA Medical CenterCIVIL/LANDSCAPE:

Stantec Consulting

141 Portland St.

Boston, MA 02114

T: (617) 523-8103

F: (617) 523-4333

GEOTECHNICAL:

Haley & Aldrich, Inc.

75 Washington Ave.

Portland, ME 04101

T: (207) 482-4600

F: (207) 775-7666

Harwood Center for Research 650-333

0%

C on st ru ct io n D oc um en ts

-F in al

04-03-2017

FRAMING SECTIONS & DETAILS

SF501

AuthorChecker

SECTION

3/4" = 1'-0" SF101

1 SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SF101

7 SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SF102

SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SB100

SECTION

3/4" = 1'-0" SF102

SECTION

3/4" = 1'-0" SF102

REF

REF

W BEAM

(SEE PLAN)

4 SIDES (TYP)

(TYP)

W BEAM

(SEE PLAN)

EXIST W COL

(SEE PLAN)

1/2" (MIN) GUSSET PL (TYP)

#3 CLEVIS W/1 1/2" Ø PIN

STL ROD BRACE

(SEE PLAN)

ANGLE BRACE

(SEE PLAN)

ANGLE BRACE

(SEE PLAN)

HSS BEAM

(SEE PLAN)

THRU GUSSET PL (SLOT

HSS BEAM)

(T Y

P

G U

S S

E T

B O

L T

S

(T Y

P

W B

E A

M B

O L

T S

3/8" STIFF PL E.S. (FULLY

WELDED) TYP.

T/STL

(SEE PLAN)

T/STL

(SEE PLAN)

W BEAM

(SEE PLAN)

HSS BEAM

(SEE PLAN)

T/STL

(SEE PLAN)

T/STL

(SEE PLAN)

CHANNEL BEAM, TYP

(SEE PLAN)

ANGLE BRACE

(TYP)

1/2" MIN GUSSET PL

(TYP)

THRU PLATE OF

HSS (TYP)

TYP

TYP

TYP

1/2" (MIN) GUSSET

PL (TYP)

EXIST W COL

(SEE PLAN)

EXIST W BEAM

(SEE PLAN)

#3 CLEVIS

W/1 1/2" Ø PIN

STL ROD BRACE

(SEE PLAN)

(T Y

P

G U

S S

E T

B O

L T

S

TYP

1/4

(3) SIDES

AT EXIST

CONN

T/STL

(SEE PLAN)

5/16

BOTTOM &

SIDES (TYP)

T/STL

(SEE PLAN)

EXIST CHANNEL (TYP)

EXIST W COLUMN

EXIST CHANNEL CONN

TO COLUMN (TYP)

ERECTION CLIP, IF REQD,

REMOVED AFTER HSS IS

SECURED TO COLUMN

HSS (SEE PLAN)HSS (SEE PLAN)

EX CHANNEL

(SEE PLAN)

EX CHANNEL

(SEE PLAN)

EXIST W COL

(SEE PLAN)

EXIST BOLTED CONN

TO COLUMN

1/4

TYP

1/4

TYP

INSULATION

(COORD W/ ARCH)

METAL DECK

(SEE PLAN)

W-BEAM

(SEE PLAN)

REFER TO TYP BM TO BM

CONN DETAIL ON SF500 FOR

CONN TO EXIST BM

PL3/4"x4 3/4"xBM LENGTH

(TOP AND BOT OF EXIST BM)

5/16 4-121/2 36

ALIGN

W/BM WEB

5/16 4-12

EXIST BM (SEE PLAN)

REMOVE AND REPLACE

EXIST CMU AS REQD

LINTEL (SEE PLAN)

EXISTING CONC WALL

W BEAM (SEE PLAN)

1'-0"

3/4"

1 1/2"

/2

/2

1 1/2"

G.C. OPTION FOR

ERECTION BOLT

SINGLE 3/8" PL

CONNECTION

1/4

3 SIDES

DRY PACK GROUT BTWN

BEAM AND EXIST SLAB

(TYP)

EXIST CONC SLAB

(SEE PLAN)

4" EMBED

3/4"Ø GR 36 EPOXY

THREADED ROD (4)-13/16"Ø HOLES

1/4

5/16 BEAM

WIDTH

L6x4x5/16 LLH

(OMIT AT WINDOWS)

1/2"Ø EPOXY ANCHOR W/ SCREEN

TUBES @ 24" O.C. W/3" MIN EMBED

(OMIT @ WINDOW)

EXIST MASONRY

EX W10

EX W8

EX WALL TIES 1/2"Ø GR36 THRU BOLTS @ 4'-0" O.C.

CONT. L4x4x1/4

EX WALL TIES

L4x4x1/4

1/4 2-12

1/2"Ø EPOXY ANCHOR W/ SCREEN

TUBES @ 24" O.C. W/3" MIN EMBED

PL1/4x4x0'-4"

5/16 BEAM

WIDTH

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Project Engineer

Dwg:

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

o o t o a rt e r in t o n e h a lf in o t th re e e ig h t th a rt e rs in t 6" o n e in o t

6" o lf in c h t 6"

Raymond Picard Telephone: 401-459-4760 Providence VA - VSN1

1 2 3 4 5 6 7 8

Providence, RI

A

B

C

D

E

M.E.P.:

Stantec

482 Payne Road

Scarborough, ME 04074

T: (207) 883-3355

F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue

Topsham, ME 04086

T: (207) 406-4001

F: (207) 865-1136

STRUCTURAL:

Becker Structural Engineers

75 York St

Portland, ME 04101

T: (207) 879-1838

F: (207) 879-1822

ASBESTOS:

Axiom Partners

979 Main St.

Wakefield, MA 01880

T: (781) 213-9198

F: (781) 213-6992

F

VA Medical CenterCIVIL/LANDSCAPE:

Stantec Consulting

141 Portland St.

Boston, MA 02114

T: (617) 523-8103

F: (617) 523-4333

GEOTECHNICAL:

Haley & Aldrich, Inc.

75 Washington Ave.

Portland, ME 04101

T: (207) 482-4600

F: (207) 775-7666

Harwood Center for Research 650-333

0%

C on st ru ct io n D oc um en ts

-F in al

04-03-2017

FRAMING SECTIONS & DETAILS

SF502

AuthorChecker

DETAIL

3/4" = 1'-0" SF200

A DETAIL

3/4" = 1'-0" SF200

B DETAIL

3/4" = 1'-0" SF200

C

DETAIL

3/4" = 1'-0" SF200

D SECTION

3/4" = 1'-0" SF102

3SECTION

3/4" = 1'-0" SF102

1 SECTION

3/4" = 1'-0" SF101

SECTION

3/4" = 1'-0" SF102

V

V

MPV

T

PS

F

P

P

P C

S

PP

GAS PIPING

FLOW SWITCH

ISOLATION ROOM PRESSURIZATION CONTROLLER

EQUIPMENT, GRILLE, REGISTER OR DIFFUSER TAG

AUTOMATIC AIR VENT

VENT PIPING

MULTIPURPOSE VALVE

PRESSURE SWITCH

THERMOMETER

DOMESTIC HOT WATER PIPING

POINT OF CONNECTION TO EXISTING

DUCT STATIC PRESSURE SENSOR

VARIABLE AIR VOLUME BOX

DOMESTIC COLD WATER PIPING

PRESSURE REGULATING VALVE

UNION

CIRCUIT BALANCE VALVE

SWING CHECK VALVE

BALL VALVE

BUTTERFLY VALVE

PRESSURE GAUGE W/PETCOCK

THERMOSTAT

GATE VALVE

MANUAL AIR VENT

MEDIUM PRESSURE CONDENSATE RETURN

MEDIUM PRESSURE STEAM

LOW PRESSURE CONDENSATE RETURN

HOT WATER RETURN PIPING

CHILLED WATER SUPPLY PIPING

HOT WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

LOW PRESSURE STEAM

MPC

MPS

HWS

HWR

CHWS

CHWR

LPC

LPS

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CWR

CWS

PIPE DROP

PIPE RISER

PIPE TEE - DOWN

PIPE TEE - UP

PIPE CONNECTION

PIPE BREAK - TO CONTINUE

DIRECTION OF FLOW

RECTANGULAR DUCT RUN W/ SIZE DESIGNATION

CIRCULAR DUCT RUN W/ SIZE DESIGNATION

RECTANGULAR DUCT - UP

CIRCULAR DUCT RUN - UP

RECTANGULAR DUCT - DOWN

CIRCULAR DUCT RUN - DOWN

FLEX DUCT RUN W/ SIZE DESIGNATION

ACOUSTICALLY LINED DUCT RUN

ELEVATION CHANGE IN DUCTWORK - UP

RECTANGULAR TO RECTANGULAR DUCTWORK TRANSITION

RECTANGULAR TO CIRCULAR DUCTWORK TRANSITION

RECTANGULAR TO RECTANGULAR DUCTWORK TRANSITION

ELEVATION CHANGE IN DUCTWORK - DOWN

DUCTWORK BREAK - TO CONTINUE

RG, RR

EG, ER

SD, SR, SG

SD, SR, SG

SD, SR, SG

SD, SR, SG

SD, SR, SG

DIFFUSER, REGISTER OR GRILLE TAG, WITH CFM

AIRFLOW

NOTE CALL OUT1

COMBINATION FIRE SMOKE DAMPER

FIRE DAMPER

MANUAL VOLUME DAMPER

HUMIDIFIER

PIPE CAP

PIPE GUIDE

PIPE ANCHOR

DCW

DHW

V

G

REHEAT HOT WATER RETURN PIPING

REHEAT HOT WATER SUPPLY PIPINGRHWS

RHWR

REVISION TAG

REVISION CLOUD

DUCT SIZE12�, 12x12

AD

AFF

AFG

AP

APD

AS

ATC

B

BFP

BHP

BOD

BTU

BTUH

C

C&HW

CAP

CB

CC

CD

CFM

CH

COL

CONN

CV

CWC

DB

DDC

DIA

DN

DO

DWG OR DWGS

E, EX OR (E)

EA

EAT

EC

ECU

EF

EFF

EG

EL

EMS

ER

ERV

ESP

ET

ETO

ETR

EWT

EXH

FA

FC

FD

FLA

FLR

FPI

FPM

FSD

FT

FTR

GAL

GC

GE

GPM

GV

HC

HP

HVAC

HW

HWC

HX

ID

IN

KW

LAT

LS

LWT

MBH

MD

MECH

MTD

N.C. OR NC

N.O. OR NO

NIC

NTS

O.A. OR OA

OAT

OBD

OD

OED

P

PD

PSI

PRV

RA

REF

RF

RG

RHWR

RHWS

RM

RPM

RR

RTU

RV

SA

SAT

SEF

SF

SP

SPD

SR

SS

TG

TOD

TSTAT

TYP

UC

V

VAV

VFD

W/

WB

WMS

WPD

DUCT ACCESS DOOR

ABOVE FINISHED FLOOR

ABOVE FINISH GRADE

ACCESS PANEL

AIR PRESSURE DROP

AIR SEPARATOR

AUTOMATIC TEMPERATURE CONTROL

BOILER

BACK FLOW PREVENTER

BREAK HORSEPOWER

BOTTOM OF DUCT

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

CONVECTOR

COLD & HOT WATER

CAPACITY

CHILLED BEAM

COOLING COIL

CEILING DIFFUSER

CUBIC FEET PER MINUTE

CHILLER

COLUMN

CONNECT

CONTROL VALVE

CHILLED WATER COIL

DRY BULB TEMPERATURE

DIRECT DIGITAL CONTROL

DIAMETER

DOWN

DIGITAL OUTPUT

DRAWINGS

EXISTING

EXHAUST AIR

ENTERING AIR TEMPERATURE

ELECTRICAL CONTRACTOR

EVAPORATIVE CONDENSING UNIT

EXHAUST FAN

EFFICIENCY

EXHAUST AIR GRILLE

EXPANSION LOOP

ENERGY MANAGEMENT SYSTEM

EXHAUST AIR REGISTER

EXHAUST ON ROOF

EXTERNAL STATIC PRESSURE

EXPANSION TANK

EXISTING TO BE REMOVED

ETHYLENE OXIDE

ENTERING WATER TEMPERATURE

EXHAUST

FREE AREA

FLEXIBLE CONNECTION

FIRE DAMPER

FULL LOAD AMPS

FLOOR

FINS PER INCH

FEET PER MINUTE

COMBINATION FIRE AND SMOKE DAMPER

FEET

FIN TUBE RADIATION

GALLONS

GENERAL CONTRACTOR

GENERAL EXHAUST

GALLONS PER MINUTE

GATE VALVE

HEATING COIL

HORSE POWER

HEATING, VENTILATION AND AIR COND.

HOT WATER

HOT WATER COIL

HEAT EXCHANGER

INSIDE DIAMETER

INCHES

KILOWATTS

LEAVING AIR TEMPERATURE

LINEAR SLOT DIFFUSER

LEAVING WATER TEMPERATURE

THOUSANDS OF B.T.U.'S PER HOUR

MOTORIZED DAMPER

MECHANICAL

MOUNTED

NORMALLY CLOSED

NORMALLY OPEN

NOT IN CONTRACT

NOT TO SCALE

OUTSIDE AIR

OUTSIDE AIR TEMPERATURE

OPPOSED BLADE DAMPER

OUTSIDE DIAMETER

OPEN ENDED DUCT

PUMP

PRESSURE DROP

POUNDS PER SQUARE INCH

PRESSURE REDUCING VALVE

RETURN AIR

RETURN EXHAUST FAN

RETURN FAN

RETURN AIR GRILLE

REHEAT WATER RETURN

REHEAT WATER SUPPLY

ROOM

REVOLUTIONS PER MINUTE

RETURN AIR REGISTER

ROOFTOP UNIT

RELIEF VALVE

SUPPLY AIR

SUPPLY AIR TEMPERATURE

SMOKE EXHAUST FAN

SQUARE FEET OR SUPPLY FAN

STATIC PRESSURE

SPEED

SUPPLY AIR REGISTER

STAINLESS STEEL

TRANSFER AIR GRILLE

TOP OF DUCT

THERMOSTAT

TYPICAL

UNDERCUT DOOR

VENT

VARIABLE AIR VOLUME

VARIABLE FREQUENCY DRIVE

WITH

WET BULB TEMPERATURE (°F)

WIRE MESH SCREEN

WATER PRESSURE DROP

DOMESTIC HOT WATER RECIRCULATION PIPINGDHWR

GLOBE VALVE

FLANGE

STRAINER W/DRAIN VALVE AND CAP

PRESSURE PORT ("PETE'S PLUG")

HIGH PRESSURE STEAMHPS

CHEMICAL SUPPLY PIPESCHEM

SANITARY DRAIN ABOVE FLOOR OR GRADESAN

HIGH-TEMPERATURE HOT WATER RETURNHTWR

MEDIUM-TEMPERATURE HOT WATER RETURNMTWR

FUEL OIL TANK VENTFOV

HIGH-TEMPERATURE HOT WATER SUPPLYHTWS

MEDIUM-TEMPERATURE HOT WATER SUPPLYMTWS

FUEL OIL RETURNFOR

FUEL OIL SUCTIONFOS

FUEL OIL GAGEFOG

FUEL OIL DISCHARGEFOD

BOILER BLOWDOWNBBD

HIGH-PRESSURE CONDENSATEHPC

PUMPED CONDENSATEPC

MAKE UP WATERMUW

A.C. CONDENSATE DRAIND

REFRIGERANT HOT GASRHG

RL

RS

GLYCOL RETURNGR

REFRIGERANT LIQUID

REFRIGERANT SUCTION

GLYCOL SUPPLYGS

MPC

MPS

HWS

HWR

CHWS

CHWR

LPC

LPS

CWR

CWS

RHWS

RHWR

HPS

CHEM

SAN

HTWR

MTWR

FOV

HTWS

MTWS

FOR

FOS

FOG

FOD

BBD

HPC

PC

MUW

D

RHG

RL

RS

GR

GS

BLV

BFV

SCV

CBV

ACV

ACV

GV

GLV

MPV

PRV

T

FLG

RSV

PGV

RPBP

RELIEF OR SAFETY VALVE

PLUG VALVE

REDUCED PRESSURE BACKFLOW PREVENTOR

S-1

VAV

RETURN AIR GRILLE, REGISTER

EXHAUST AIR GRILLE, REGISTER

SUPPLY AIR 4 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 3 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 2 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 2 WAY DIFFUSER, REGISTER, GRILLE

SUPPLY AIR 1 WAY DIFFUSER, REGISTER, GRILLE

ANCHOR

GUIDE

U

1. ALL HVAC GENERAL NOTES, SYMBOLS LISTS & DETAILS ARE TO BE

CONSIDERED AS APPLICABLE TO ALL HVAC DRAWINGS FOR THIS

PROJECT.

2. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXACT LOCATIONS

AND ARRANGEMENTS OF EXIST./NEW EQUIPMENT, DUCTWORK, PIPING

AND OTHER COMPONENTS SHALL BE DETERMINED IN THE FIELD WITH

DUE CONSIDERATION OF STRUCTURAL, ELECTRICAL AND

ARCHITECTURAL SYSTEMS. EXISTING STRUCTURAL SYSTEMS SHALL

NOT BE MODIFIED WITHOUT THE EXPRESS PERMISSION OF THE

ENGINEER.

3. THE PROJECT SHALL BE PHASED IN ACCORDANCE WITH THE APPROVED

PHASING PLAN. THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE

SEQUENCING AND TIMING OF OPERATIONS PRIOR TO COMMENCING

WORK. SEE SPECIFICATIONS.

4. CONTRACTOR IS TO MAINTAIN SERVICE TO ROOMS OUTSIDE THE

PROJECT SCOPE OF WORK AND PHASING SCHEDULE. IF INTERRUPTION

OF SERVICE IS REQUIRED COORDINATE SHUTDOWN.

5. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING

SYSTEMS AND SURFACES TO REMAIN. RESTORE DAMAGED AREAS THAT

ARE BEYOND THE SCOPE OF THIS CONTRACT TO THEIR ORIGINAL

CONDITION.

6. WHERE INDICATED ON THE DRAWINGS, REMOVE OR RELOCATE

EXISTING COMPONENTS AS REQUIRED TO ACCOMMODATE THE NEW

WORK. REMOVALS SHALL INCLUDE ALL ASSOCIATED OFF-SITE DISPOSAL

COSTS.

7. COORDINATE REMOVALS AND RELOCATION'S INCLUDING SELECTIVE

CUTTING AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

STRUCTURAL AND ELECTRICAL CONTRACTORS.

8. MOST PARTITIONS ARE FULL HEIGHT AND REQUIRE UTILITIES

PENETRATIONS TO BE SEALED, SEE ARCHITECTURAL DWGS FOR

PARTITION HEIGHTS. UTILITIES SHOWN FOR CLARITY THAT MAY RUN

PARALLEL TO WALL PARTITIONS WILL REQUIRE LOCATING IN THE FIELD

TO MINIMIZE CONFLICT WITH PARTITIONS.

9. COORDINATE THE LOCATIONS OF ALL WALL MOUNTED TEMPERATURE

SENSORS WITH FINAL EQUIPMENT/FURNITURE LAYOUT.

10. MANUFACTURERS NAME & MODEL NUMBER ARE USED FOR DESCRIPTIVE

PURPOSES ONLY & ARE INTENDED TO INDICATE THE STANDARD OF

MATERIAL OR ARTICLES REQUIRED.

11. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS AND GOOD PRACTICE NORMAL TO THE TRADE.

INSTALLATION SHALL INCLUDE PROVISIONS FOR ACCESS TO NORMAL

MAINTENANCE ITEMS SUCH AS BELTS, BEARINGS, FILTERS AND

MOTORS. PROVIDE ADEQUATE STRUCTURAL SUPPORTS AND SECURE

MOUNTING METHODS WITH PROVISIONS FOR VIBRATION ISOLATION AND

EXPANSION WHERE REQUIRED.

12. PROVIDE VOLUME DAMPERS DOWN STREAM OF VAV BOXES AT EACH

BRANCH FROM MAIN DUCTWORK AND DUCT RUNNOUTS. PROVIDE

OPPOSED BLADE DAMPERS AT EACH NECK TO AN INDIVIDUAL REGISTER

OR DIFFUSER IN SUPPLY, RETURN AND EXHAUST DUCTS IRRESPECTIVE

OF WHETHER OR NOT A DAMPER IS INDICATED ON THE PLANS.

13. DIFFUSER SIZES INDICATED ARE NECK SIZES. REGISTERS & GRILLES

ARE INDICATED AS NOMINAL SIZES.

14. PERFORM ALL TESTS BEFORE INSULATING.

15. PIPING AND DUCTWORK SHALL BE CONCEALED UNLESS OTHERWISE

NOTED.

16. INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND/OR

REPLACEMENT OF EQUIPMENT PROVIDED. PROVIDE ACCESS PANELS TO

GAIN ACCESS TO SYSTEMS COMPONENTS THAT REQUIRE MAINTENANCE

ACCORDING TO MANUFACTURER'S LITERATURE.

17. PROVIDE DUCTWORK WITH OFFSETS AND TRANSITIONS AS REQUIRED

TO FIT UNDER STRUCTURAL STEEL OR OTHER OBSTRUCTIONS. FLAT

OVAL OR ROUND SIZES MAY BE USED INTERCHANGEABLY BY THE

CONTRACTOR. MAINTAIN DUCT CROSS SECTIONAL AREA. CHANGES

SHALL BE ONLY IN ACCORDANCE WITH APPROVED SHOP DRAWINS OR

WRITTEN PERMISSION OF THE VA PROJECT ENGINEER.

18. PROVIDE CLAMPS, OFFSETS, EXPANSION JOINTS, ANCHORS & GUIDES

AS NECESSARY TO PREVENT UNDUE STRAIN ON PIPING.

19. SEE DETAILS & PIPING DIAGRAMS FOR ADDITIONAL VALVES & FITTINGS

NECESSARY FOR COMPLETE PIPING SYSTEM.

20. MECHANICAL CONTRACTOR TO COORDINATE ALL WORK WITH OTHER

BUILDING TRADES. SOME RELOCATION OF EXISTING UTILITIES MAY BE

NECESSARY TO ACCOMMODATE INSTALLATION OF NEW EQUIPMENT OR

DUCTWORK.

21. PROVIDE FIRE OR FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS

& WHERE REQUIRED BY APPLICABLE CODES FOR DUCTS & OPENINGS

THROUGH FLOORS, FIRE WALLS & FIRE PARTITIONS. DAMPERS SHALL BE

ENCLOSED IN #14 GAUGE STEEL SLEEVE. PROVIDE ACCESS DOORS

LOCATED SO THAT FUSIBLE LINK & OTHER DAMPER COMPONENTS MAY

BE INSPECTED REPLACED AND/OR SERVICED.

22. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS.

23. AT THE END OF EACH WORKING DAY, THE CONSTRUCTION SITE SHALL

BE LEFT IN A CLEAN AND NEAT CONDITION.

24. FIELD VERIFY EXISTING EQUIPMENT, DUCTWORK AND PIPING PRIOR TO

REMOVAL OR REUSE. CONFIRM WITH HOSPITAL THAT ALL EQUIPMENT,

DUCTWORK AND PIPING DESIGNATED TO BE REMOVED IS NO LONGER IN

SERVICE PRIOR TO ITS REMOVAL.

25. EXISTING EQUIPMENT, DUCTWORK AND PIPING TO REMAIN IN SERVICE

SHALL BE INSPECTED. ANY EQUIPMENT FOUND TO BE INOPERABLE

SHALL BE REPORTED TO THE PROJECT ENGINEER.

26. INFILL ALL NEW OR EXISTING ABANDONED FLOOR SLAB PENETRATIONS

WITH GROUT, FULL THICKNESS OF SLAB. MAINTAIN 2 HR FIRE RATING.

ALL EXISTING CONCRETE FLOORS AND CHASES ARE 2 HOUR FIRE

RATED.

27. FILL AND PATCH ALL OPENINGS IN WALLS WHERE CONDUITS, PIPES,

DUCTS ETC. ARE OR HAVE BEEN REMOVED WITH UL LISTED FIRE

ASSEMBLY APPROVED BY THE ARCHITECT. MAINTAIN 2 HR FIRE RATING

WHERE APPLICABLE.

28. ALL UNUSED (ABANDONED) DUCTWORK, PIPING AND EQUIPMENT

INDICATED TO BE REMOVED SHALL BE REMOVED AND CAPPED.

29. TIE-IN POINT LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL

DETERMINE EXACT LOCATIONS IN THE FIELD BASED ON EXISTING

CONDITIONS.

SMOKE DAMPER

3-WAY AUTOMATIC CONTROL

VALVE (MIXING PATTERN)

2-WAY AUTOMATIC CONTROL VALVE

SHADED DUCTWORK SHALL BE 16 GAUGE SHEETMETAL10x16

ROOF EXHAUST - EXISTING

ROOF EXHAUST - REMOVED

ROOF EXHAUST - NEW

EXPANSION JOINT

PIPE SIZE12"

G

PIPE SLOPE

PIPE SIZE, GANG

12"S UP

14"DN

1-1/2"

F&T

FLOAT & THERMOSTATIC TRAP

SYMBOLS DESCRIPTIONSABBREVIATIONS DESCRIPTIONSSYMBOLSSYMBOLS DESCRIPTIONSDESCRIPTIONSDESCRIPTIONS ABBREVIATIONS SYMBOLS DESCRIPTIONS

SYMBOLS DESCRIPTIONSABBREVIATIONS

DUCT MOUNTED SMOKE DETECTOR, MTD BY HVAC

CONTR. SUPPLIED AND WIRED BY ELECTRICAL

CONTR.

TITLENUMBER

NOTE:

REFER TO ARCHITECTURAL DOCUMENTS FOR DEDUCT ALTERNATE ITEMS.

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

DEDUCT ALTERNATE NO. 1:

MECHANICAL DUCTWORK: INSTALL ALL DUCTWORK AND EQUIPMENT ASSOCIATED

WITH VENTILATION OF FIRST FLOOR AREAS NOT WITHIN THE DEDUCT ALTERNATE

AREA. DEDUCT ALL SUPPLY AND RETURN DUCTWORK DISTRIBUTION SERVING THE

DEDUCT ALTERNATE AREA AND CAP. INSTALL ALL SUPPLY AND RETURN DUCTWORK

DISTRIBUTION WITHIN THE DEDUCT ALTERNATE AREA THAT SERVES AREAS

OUTSIDE THE DEDUCT AREA.

MECHANICAL EQUIPMENT AND PIPING: INSTALL ALL HEATING HOT WATER AND

CHILLED WATER PIPING MAINS THROUGHOUT THIS FLOOR AND SERVING OTHER

FLOORS. PROVIDE FULL COORDINATION DRAWINGS DEMONSTRATING THAT PIPING

WILL NOT INTERFERE WITH ANY DUCTWORK SHOWN ON PLANS. DEDUCT CHILLED

BEAMS AND PIPING RUNOUTS TO CHILLED BEAMS; INSTALL VALVED AND CAPPED

TEE CONNECTIONS AT MAINS FOR EACH RUNOUT. INSTALL NEW PIPING AND DDC

CONTROL VALVES TO EXISTING HYDRONIC FINNED TUBE HEAT WITHIN THE DEDUCT

AREA.

DEDUCT ALTERNATE NO. 2:

MECHANICAL DUCTWORK: INSTALL ALL DUCTWORK AND EQUIPMENT ASSOCIATED

WITH VENTILATION OF SECOND FLOOR AREAS NOT WITHIN THE DEDUCT

ALTERNATE AREA. DEDUCT ALL SUPPLY AND RETURN DUCTWORK DISTRIBUTION

SERVING THE DEDUCT ALTERNATE AREA AND CAP. INSTALL ALL SUPPLY AND

RETURN DUCTWORK DISTRIBUTION WITHIN THE DEDUCT ALTERNATE AREA THAT

SERVES AREAS OUTSIDE THE DEDUCT AREA.

MECHANICAL EQUIPMENT AND PIPING: INSTALL ALL HEATING HOT WATER AND

CHILLED WATER PIPING MAINS THROUGHOUT THIS FLOOR AND SERVING OTHER

FLOORS. PROVIDE FULL COORDINATION DRAWINGS DEMONSTRATING THAT PIPING

WILL NOT INTERFERE WITH ANY DUCTWORK SHOWN ON PLANS. DEDUCT CHILLED

BEAMS AND PIPING RUNOUTS TO CHILLED BEAMS; INSTALL VALVED AND CAPPED

TEE CONNECTIONS AT MAINS FOR EACH RUNOUT. INSTALL NEW PIPING AND DDC

CONTROL VALVES TO EXISTING HYDRONIC FINNED TUBE HEAT WITHIN THE DEDUCT

AREA.

DEDUCT ALTERNATE NO. 3:

MECHANICAL DUCTWORK: INSTALL ALL DUCTWORK AND EQUIPMENT ASSOCIATED

WITH VENTILATION OF FIRST FLOOR AREAS NOT WITHIN THE DEDUCT ALTERNATE

AREA. DEDUCT ALL SUPPLY AND RETURN DUCTWORK DISTRIBUTION SERVING THE

DEDUCT ALTERNATE AREA AND CAP. INSTALL ALL SUPPLY AND RETURN DUCTWORK

DISTRIBUTION WITHIN THE DEDUCT ALTERNATE AREA THAT SERVES AREAS

OUTSIDE THE DEDUCT AREA.

MECHANICAL EQUIPMENT AND PIPING: INSTALL ALL HEATING HOT WATER AND

CHILLED WATER PIPING MAINS THROUGHOUT THIS FLOOR AND SERVING OTHER

FLOORS. PROVIDE FULL COORDINATION DRAWINGS DEMONSTRATING THAT PIPING

WILL NOT INTERFERE WITH ANY DUCTWORK SHOWN ON PLANS. DEDUCT CHILLED

BEAMS AND PIPING RUNOUTS TO CHILLED BEAMS; INSTALL VALVED AND CAPPED

TEE CONNECTIONS AT MAINS FOR EACH RUNOUT. INSTALL NEW PIPING AND DDC

CONTROL VALVES TO EXISTING HYDRONIC FINNED TUBE HEAT WITHIN THE DEDUCT

AREA.

DIFFUSER SYMBOLS

MECHANICAL ALTERNATE LIST

DUCTWORK SYMBOLSGENERAL SYMBOLSPIPING SYMBOLSGENERAL ABBREVIATIONSHVAC GENERAL NOTES

LIMIT OF DEMOLITION

EXISTING ITEM TO BE REMOVED

EXISTING ITEM TO REMAIN

NEW ITEM

S

F

MOTOR-OPERATED DAMPERM

V

FSD

INTERNALLY LINED DUCTWORK W/ SIZE DESIGNATION

49 DARTMOUTH STREET

PORTLAND, ME 04101

207-775-1059 www.pdtarchs.com

ARCHITECTURE

INTERIOR DESIGN

PLANNING

Project Number

Building Number

Drawing NumberLocation

Project Title

Date Checked Drawn

Drawing Title

Project Engineer

Dwg:

ARCHITECT/ENGINEERS

CONSULTANTS:

DateRevisions:

1 2 3 4 5 6 7 8

A

B

C

D

E

VA FORM 08-6231, OCT 1978

on e e ig ht ch ne ot 16 on e q ua rte r i nc ot on e h a lf i th re e e ig hs th re e q ua rte rs

6" on e i

6" on e nd on h a lf i nc he

6"

Raymond Picard Telephone: 401-459- Providence VA - VSN1

1 2 3 4 5 6 7 8

Providence, RI

A

B

C

D

E

M.E.P.:

Stantec 482 Payne Road Scarborough, ME 04074 T: (207) 883-3355 F: (207) 883-3376

SPECIFICATIONS:

Lowell Specifications, Inc.

34 Marc Avenue Topsham, ME 04086 T: (207) 406-4001 F: (207) 865-1136

STRUCTURAL:

Becker Structural Engineers 75 York St Portland, ME 04101 T: (207) 879-1838 F: (207) 879-1822

ASBESTOS:

Axiom Partners 979 Main St.

Wakefield, MA 01880 T: (781) 213-9198 F: (781) 213-6992

F

VA Medical CenterCIVIL/LANDSCAPE:

Stantec Consulting 141 Portland St.

Boston, MA 02114 T: (617) 523-8103 F: (617) 523-4333

FULLY SPRINKLERED

COA#:PE.0005072- Harwood Center for Research 650-333

0%

C on str uc tio n D oc um en ts

– F ina l

04-03-2017

HVAC Legend & General Notes

MH001

ERDCMP 59 of 118

DN

A

2 3 4 5 6 7 8 9

F

E

D.8

D.2

D

C.5

C

B.5

B

6.2

B.6

7.92.8 3.2

B.8 C.1

4.7

5.9

D.9

B.1

EXISTING BOILERS

TO REMAIN

DEMOLITION PLAN KEY NOTES:

EXISTING UNIT HEATER TO REMAIN. REPLACE EXISTING CONTROLS WITH NEW DDC CONTROLS. (TYPICAL THROUGHOUT BASEMENT).

EXISTING FIN TUBE RADIATION TO REMAIN. REPLACE EXISTING CONTROLS WITH NEW DDC CONTROLS. (TYPICAL THROUGHOUT BASEMENT).

EXISTING FAN TO REMAIN. REPLACE EXISTING CONTROLS WITH NEW DDC CONTROLS. (TYPICAL THROUGHOUT BASEMENT).

EXISTING BOILERS TO REMAIN. RE-PIPE VENT AND COMBUSTION AIR PIPING IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS TO ACCOMMODATE CHANGES TO THE BOILER ROOM EXTERIOR. TIE IN EXISTING CONTROLS WITH NEW DDC CONTROLS. (TYPICAL 4).

EXISTING HOT WATER PUMPS SERVING MAINTENANCE BUILDING LOOP AND BASEMENT HEAT LOOP TO REMAIN. REPLACE EXISTING CONTROLS

WITH NEW DDC CONTROLS.

EXISTING HOT WATER PUMPS SERVING ‘ASSEMBLY HALL’, FIRST AND SECOND FLOOR PERIMETER HEATING, RIFLE RANGE AHU, AND DOMESTIC

WATER HEATER TO BE REMOVED. REMOVE ASSOCIATED PIPING, CONTROLS, AND ACCESSORIES.

EXISTING SUMP PUMP TO REMAIN.