S02 - ATTACHMENT 19 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 11.pdf

G.6 G.7

5.7

5.3

4.2

S

0-

JO

IS

TS

6"

O C

SH

EA

R W

AL

L

8'

0"

SH

EA

R W

AL

L

8'

0"

SHEAR WALL

8' - 0"

L-1

1-SF101

1-SF101

1-SF101

1-SF101

BRIDGING STRAPS

SEE PLAN NOTES

1/

TY

PE

B

R

OO

F

DE

CK

G

A

DE

CK

S

PA

N

ATTACH TRACK TO EACH

STUD FLANGE - SEE

DETAIL FOR ANCHORAGE

TRACK

ATTACH EACH SIDE

12" MAX. BETWEEN

FASTENERS, USE

#10-16 SCREWS

ATTACH WALL

SHEATHING TO

STUD PACK

TRACK

SCHEDULED

STUD PACK

MEMBER DEPTH:

(EXAMPLE: 6" = 600 x 1/100 INCHES)

STYLE:

(EXAMPLE: STUD OR JOIST SECTION = S)

S = STUD OR JOIST SECTIONS

T = TRACK SECTIONS

U = CHANNEL SECTIONS

F = FURRING CHANNEL SECTIONS

MINIMUM THICKNESS (MILS)�REFERENCE ONLY GAUGE NO.�

18� 25� 27� 22�

30� 20 - DRYWALL�

33� 20 - STRUCTURAL�

43� 18� 54� 16� 68� 14� 97� 12�

S 162

FLANGE WIDTH:

(EXAMPLE: 1 5/8" = 1.625" = 162 x

1/100 INCHES)

54-

MATERIAL THICKNESS:

(EXAMPLE: 0.054" = 54 MILS;

1 MIL = 1/1000 INCHES)

U-CHANNEL 16 GA.

BRIDGING BAR

STUD (TYPICAL)

16 GA. CLIP ANGLE

SCREWS FASTEN TO U-

CHANNEL AS REQUIRED

FOR DESIGN

METAL TRACK - SEE

SCHEDULE OR PLAN

(2) NO. 10 SCREWS

EACH LEG EACH SIDE

1'-0" LONG PIECE

OF WALL STUD

�0"

1.

2.

NOTE:

SPLICE SHALL OCCUR MIDWAY BETWEEN WALL STUDS.

SPLICE IS NOT REQUIRED WHERE TRACK IS ANCHORED TO

STEEL/CONCRETE BASE ON BOTH SIDES OF JOINT.

STUD

TRACK

ATTACH TRACK TO EACH

STUD WITH #10 SCREW AT

EACH STUD FLANGE

SEE SECTIONS FOR

TRACK ATTACHMENT

NOTE:

1. FASTEN BRIDGING STRAP TO CLIP WITH

(2) #8 SCREW. FASTEN CLIP TO STUD

FLANGE WITH (1) #8 SCREW EACH SIDE

SCREWS AS

REQUIRED

600S162-54 STUD

FASTEN TO STUD W/ (2) #10 SCREWS

FASTEN JOIST TO TRACK W/ (2) #10 SCREWS

600T125-54 TRACK

FASTEN BLOCKING TO JOIST W/ CLARK DIETRICH

SWIFT CLIP A543 (3) #8 SCREWS PER LEG

PROVIDE 1000S137-54 BLOCKING. FASTEN TO

DECK W/ (3) #10 SCREWS ON JOIST BODY.

FASTEN TO TOP TRACK W/ (3) #10 SCREWS

EXISTING WALL

ROOF DECK. FASTEN TO

END JOIST @ 4" OC

3/8" DIA HILTI KWIK HUS

BOLT W/ 2 1/2" EMB @ 24" OC

END JOIST

G.7

600S162-54 @ 16" OC W/

HORIZ. BRIDGING @ 48" OC

600T125-54 TRACK. FASTEN

TO FLOOR W/ HILTI UX-PAF

@ EACH STUD. FASTEN TO

STUD W/ (2) #10 SCREWS

18 GA 6" TOP TRACK W/ (2)

#10 SCREWS TO STUD

RIM JOIST. FASTEN TO

TRACK & TOP OF JOIST W/ (1)

#10 SCREW AT EACH JOST

ROOF DECK - 24 GA - 1".

FASTEN TO JOIST W/ #8

SCREWS @ 8" OC

18 GA STRAP BRIDGING

@ 1/3 POINTS

1000S200-68 ROOF

JOIST @ 16" OC.

JOIST TO TRACK W/

(2) #10 SCREWS

1/8" 3"

1/8" 3"

1/8" 3"

1/8" 3"

1/8"

12 GA 5X5 GUSSET PLATE

FLAT STRAP

SHEAR WALL POST

STRAP TO

GUSSET

PLATE

GUSSET

PLATE TO

TRACK

STRAP TO

GUSSET

PLATE

GUSSET

PLATE TO

STUD PACK

SHEAR STRAP, ONE ON

EACH SIDE OF WALL

1/4" x 5 3/4" x 11" LONG W/

(3) 3/8" DIA KWIK HUS

SCREWS. ANCHOR W/ 2

1/2" EMB INTO CONCRETE

4". 4".

DOUBLE STUD

(4) #10 SCREWS

EACH SIDE

600T125-54 TRACK

SIDE VIEW

STUD BRIDGING NOT SHOWN FOR CLARITY

2 x 18 GA SHEAR STRAPS, ON EACH SIDE OF WALL

600S162-54 STUDS

SEE DETAIL FOR BASE

CONNCETION

NOTE:

TOP TRACK MUST BE CONTINUOUS AT X-BRACING

(SPLICING IS NOT PERMITTED)SEE DETAIL FOR TOP

CONNCETION

DOUBLE STUD - SEE STUD

PACK DETAIL

5/8" DIA GALVANIZED

THRU BOLTS AT 12" OC

PROVIDE 4" MIN END BEARING

EACH CHANNEL EACH SIDE

AREA OF WORK

(ROOM B021)

N

P N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

GTMc ACELA

C :\U se rs

\b pe re ira

\D oc um en ts \6

-2

1-

0_

-0 5-

_b pe re ira 5N

M M

N .rv t 6/

2/

0:

:3

AM

1-SF101

BUILDING 1 FRAMING PLAN AND DETAILS

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

1/4" = 1'-0"1 ROOF FRAMING PLAN PLAN NOTES:

1. BRIDGING STRAP = 1 1/2" x 20 GA. AT 6'-0" MAXIMUM. FASTEN

TO BOTTOM FLANGE OF JOIST WITH (1) #10-16 SCREW.

2. PROVIDE BTC3-43 BRIDGING TERMINATION CLIP. SEE DETAIL.

3. L-1 - (2) C8X11.5 GALVANIZED CHANNELS - SEE SECTION.

4. SEE GENERAL NOTES ON ROOF DECK ATTACHMENT.

5. FASTEN ROOF DECK TO JOIST IN 36/7 PATTERN WITH #12 SCREWS. FASTEN SIDE

LAPS WITH #10 SCREWS @ 12" OC.

NTS

2 STUD PACK DETAIL

NTS

3 STEEL STUD MFS. PRODUCT ID

NTS

4 STEEL STUD LATERAL BRACING

NTS

5 TYPICAL TRACK SPLICE DETAIL

NTS

6 TYPICAL TRACK TO STUD ATTACHMENT

NTS

7 BRIDGING TERMINATION CLIP BTC3-43

NTS

8 TYPICAL CORNER STUD FRAMING

1 1/2" = 1'-0"15 SECTION

1 1/2" = 1'-0"13 SECTION

1 1/2" = 1'-0"14 SECTION

NTS

9 GUSSET PLATE DETAIL

NTS

10 SHEAR ANCHOR DETAIL AT BASE

NTS

12 SHEAR WALL ELEVATION

NTS

11 LINTEL DETAIL

Revisions: Date:

1 Addendum #1 5/1/2023

2ND FLOOR - LIBERTY BUILDING

AREA OF WORK

REF ELEV 0'-0"

6" SLAB ON GRADE

6x6/W2.1xW2.1

WF-2 (-3'-0")

W F-

(-3

'-0

W F-

(-3

'-0

F1.0 (-2'-0")

BP-1

W F-

(-0

'-8

12" CONCRETE

WALL

16' - 4"

SF203

1 2

A

B

C

F1.0

F1.0 (-2'-0")

BP-1

F2.0 (-5'-6") P-1 (-0'-8")

BP-2

SEE DETAIL 1&2/8-SF102

SEE DETAIL 3&4/8-SF102

8-SF102

HSS 5x5

COLUMN

F2.0 (-5'-6") P-1 (-1'-6")

BP-2

OUTER FACE

OF WALL

OUTER FACE

OF WALL

/2

13' - 6 3/4"

/8

12' - 11 3/4"

CJ

CJ

HSS 5X5

BRP-6

HSS 5X5

LOW ROOF

HSS 5X5 W8X21

W10X22

W10X15

W10X15

W10X15

W

X2

W

X2

W

X2

W 8X

BRP-1BRP-1

BRP-1BRP-1

BRP-1BRP-1

BRP-1BRP-1

W10X15

W10X15

W10X15

W10X15

1/

2"

G

A

TY

PE

B

GA

LV

R

OO

F

DE

CK

1 2

A

B

C

CHANGE IN

DECK DIRECTION

BRP-3

1/

2" D

EE

P

- 2

GA

CO

M

PO

SI

TE

D

EC

K

2ND FLOOR

/8

8-SF102

8-SF102

8-SF102

8-SF102

8-SF102

8'

0"

SW

-1

8'

0"

SW

-1

8' - 0"

SW-1

8-SF103

6 HSS 5X5

(E) 6x10 PORCH

HEADER

SW-1

8-SF103

8-SF102

1'

/4

2' - 0"6"

6" F

R O

M C

O

LU

M N

E

AC

H S

ID

E

SW

-2

6" FROM COLUMN EACH SIDE

SW-2

SW

-2

CURVED HSS 10"x4"x1/4"

W 8X

W

8X

W 8X

CURVED HSS 10"x4"x1/4"

CURVED HSS 10"x4"x1/4"

CURVED HSS 10"x4"x1/4"

CURVED HSS 10"x4"x1/4" BRP-2

CURVED HSS 10"x4"x1/4" BRP-2

CURVED HSS 10"x4"x1/4" BRP-2

CURVED HSS 10"x4"x1/4" BRP-2

1 2

A

B

C

3" D

EE

P

- 2

GA

T

YP

E

N

RO

OF

D

EC

K

'-6

'-6

'-0

(GALV)

(GALV)

(GALV)

(GALV)

(GALV)

(GALV)

(GALV)

(GALV)

SW

-2

8-SF103

8-SF103

8-SF103

8-SF103

8-SF103

8-SF103

SW-2

8-SF103

HSS 10x2x1/4"

OUTRIGGER

8-SF102

SW

-2

BRP-6

HS

S

5X 3X

5/

PU

RL

IN

(G

AL

V)

HS

S 5X

3X

IN

(G

AL

V)

HS

S

5X 3X

IN

(G

AL

V)

HS

S 5X

3X

IN

(G

AL

V)

HS

S

5X 3X

IN

(G

AL

V)

HS

S 5X

3X

IN

(G

AL

V)

HS

S

5X 3X

IN

(G

AL

V)

HS

S 5X

3X

IN

(G

AL

V)

HS

S

5X 3X

IN

(G

AL

V)

HS

S 5X

3X

IN

(G

AL

V)

HS

S

5X 3X

IN

(G

AL

V)

HS

S 5X

3X

IN

(G

AL

V)

0".0".

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

GTMc ACELA

C :\U se rs

\b pe re ira

\D oc um en ts \6

-2

1-

0_

-0 5-

_b pe re ira 5N

M M

N .rv t 6/

2/

0:

:5

AM

8-SF101

BUILDING 8 FRAMING PLANS

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

KEY PLAN - RIVER BUILDING

1/4" = 1'-0"1 FOUNDATION/ FIRST FLOOR PLAN

1/4" = 1'-0"2 SECOND FLOOR/ LOW ROOF FRAMING PLANS

N

P N

PLAN NOTES:

1. TOP OF SLAB REF ELEV 0'-0" (DATUM ELEV 418)

2. WF-XX (-2'-0") DENOTES TOP OF WALL FOOTING TYPE. SEE SF201 FOOTING SCHEDULE

3. P-xx (1' 4") DENOTES TOP OF PIER FROM REFERENCE ELEVATION

4. BP-XX DENOTES COLUMN BASE PLATE - SEE SF202 COLUMN BASE PLATE SCHEDULE

5. 413 DENOTES FINISHED GRADE ELEVATION COORDINATE WITH CIVIL DRAWINGS

6. CJ DENOTES CONTROL JOINT

1/4" = 1'-0"3 ROOF FRAMING PLAN

PLAN NOTES:

1. TOP OF SLAB ELEV = 11'-8" TOP OF STEEL (-4") BELOW TOP OF SLAB UNO

2. BEAMS ARE EQUALLY SPACED

3. SW-2 DENOTES CFMF SHEAR WALL

PLAN NOTES:

1. TOP OF STEEL NOTED ON PLAN ABOVE REFERENCE ELEVATION (0' 0")

2. ROOF BEAM SPACED AS NOTED ON PLAN

3. TOP OF CMU WALL TO MATCH TOP OF STEEL ON GRID LIINE 2

4. SW-2 DENOTE CFMF SHEAR WALL

5. BRP BEARING PLATE. SEE SF203 SCHEDULE

Revisions: Date:

A

DEMO INTERIOR

PORTION OF EX

WALL FTG

#5 VERTICAL DOWEL

- TYP 4 PLACES

MASONRY/CONCRETE WALL

3"

3"

1'

0" N

EW

1'

0"

E

XI

ST

TOP OF EX FTG

DRILL AND DOWEL #5 BARS

@ 18" OC. PROVIDE 8" EMB

INTO EX. FTG.

WF-2

12" CONCRETE

WALL

DRILL AND DOWEL (4) #5

BARS (SEE DETAIL) WITH 6"

EMB INTO TOP OF EX. FTG.

NOTE: SCARIFY SURFACE

AND APPLY BONDING AGENT3"

SEE SCHEDULE

A

#5 VERTICAL

DOWEL - TYP 5

PLACES

DEMO INTERIOR

PORTION OF EX

WALL FTG

FOOTING LINE

SEE SCHEDULE

3"

3"

1'

0" N

EW

1'

0"

E

XI

ST

TOP OF EX FTG

4' - 0"

DRILL AND DOWEL #5

BARS @ 18" OC. PROVIDE

8" EMB INTO EX. FTG.

DRILL AND DOWEL (5) #5

BARS (SEE DETAIL) W/ 6"

EMB INTO TOP OF EX. FTG.

NOTE: SCARIFY SURFACE &

APPLY BONDING AGENT

3"

C

DRILL AND DOWEL #5 BARS @ 18" OC.

PROVIDE 8" EMB INTO EX. FTG.

#6 DOWELS TO MATCH VERT

REINFORCEMENT

P-1

TOP OF PIER

-1'-6" FROM FF

ARCH WALL

SEE PLANS

3/8" DIA. THREADED ROD W/ 3 1/2"

EMB IN GROUT FILL CELLS @ 32" OC

SEE DETAIL 10

PIPE RAILING

SEE ARCH DRWGS

6" x 4" x 5/16" (CONTIN.)

T.O. STEEL

LOW ROOF

SEE STEEL DECK NOTES

4"

METAL ROOF DECK

W/ GA END STOP

3/8" x 4" x 12" PLATE

W/ (2) 5/8" DIA. HIT-Z RODS

W/5 5/8" EMB.

PIPE RAILING

SEE ARCH DWGS

4"

3/16"

ARCH WALL

SEE PLANS

T.O. STEEL

LOW ROOF

1/2" DIA ROD X 16"

LONG @ 48" OC

4" 4"

W8X21 BEAM

VIF

6"

EXISTING FLOOR

EOS

SECOND FLOOR

GAGE POUR STOP

A

SECOND FLOOR

3"

FIRST FLOOR

EXISTING CMU WALL

SEE ARCH PLANS

3 1/2"

3/8" DIA THREADED ROD W/ 3 1/2" MIN EMB.

WILL GROUT-FILL. PROVIDE SHORT

SLOTTED VERTICAL IN ANGLE

HORIZONTAL

BRIDGING @ 4'-0" OC

800S200-68 STUD

@ 16" OC

800T150-68 TRACK. FASTEN

TO CONCRETE WITH HILTI

XU-PAF W/ 3/4" EMB @ STUD

6x4x5/16 CONT ANGLE W/ 5/8" DIAMETER

BOLT, PROVIDE SHORT SLOTTED HORIZ

HOLE IN TOP OF ANGLE

SECOND FLOOR

3 1/2"

3/8" SHEAR PLATE W/ (2)

3/4" DIA A325 BOLTS

SEE PLAN

SEE SECTION 6 FOR

ADDITIONAL INFO

4x4x1/4" CONT ANGLE W/ 7/8" DIA

SHORT VERT SLOTTED HOLE. FASTEN

TO WALL @32" OC W/5/8" DIA ROD WITH

HILTI HIT-HY 270 ANCHORING SYSTEM

1/4" 2@12"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

GTMc ACELA

C :\U se rs

\b pe re ira

\D oc um en ts \6

-2

1-

0_

-0 5-

_b pe re ira 5N

M M

N .rv t 6/

2/

0:

:0

AM

8-SF102

BUILDING 8 SECTIONS AND DETAILS

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

3/4" = 1'-0"1 ENLARGED FOUNDATION PLAN

1" = 1'-0"2 FOUNDATION SECTION

3/4" = 1'-0"3 ENLARGED FOUNDATION PLAN

1" = 1'-0"4 FOUNDATION SECTION

1" = 1'-0"5 FOUNDATION SECTION

1" = 1'-0"9 SECTION

1" = 1'-0"10 SECTION

1 1/2" = 1'-0"11 SECTION

1" = 1'-0"8 SECTION

1" = 1'-0"7 SECTION

1" = 1'-0"6 SECTION

1/8" CAP PLATE WITH

1/2" DIA WEEP HOLE

HSS 5"x3"x3/8"

STUB CONNECTOR

BOLT CURVED MEMBER TO BEAM

WITH (4) 3/4" DIAMETER A325 BOLT

3/8" STIFF PLATE EACH SIDE -

ALIGN WITH HSS WALL

1/4

TYP

4x3x1/4 CONT ANGLE

SEE SECTION 3 FOR

ADDITIONAL INFO

3" TYPE N ROOF DECK HSS 5X3 PURLIN

REFERENCE SETION 3

FOR ADDITIONAL INFO

3"

1/

2"

1/ 2"

3/4"x6"x11" PLATE W/

(4) 3/4" DIA A325 BOLT

HSS 5"x3"x3/8"

STUB CONNECTOR

TOP OF BEAM

ELEVATION

5x5 POST W/ 3/4"x6"x11" CAP PLATE

X

SECTION X

1/4

HSS 5X3 PURLIN

REFERENCE SETION 3

FOR ADDITIONAL INFO

MATCH TOP

OF STEEL

NEW 8" BOND BEAM WITH

(1) #5 BAR CONTINOUS

1/8" CAP PLATE

WITH 1/2" DIA

WEEP HOLE

EXISTING

MASONRY WALL

HSS 5"x3"x3/8" STUB CONNECTOR

W/ 5/8" DIA THREADED RODS W/ 12"

EMB THROUGH 1/2"x8"x9" PLATE 4x3x1/4 CONT ANGLE

1/4"

3/16"

HSS 5X3X5/16 PURLIN WITH

3/16" CONT BENT PLATE

1/4" 2-12

BOTH SIDES

REMOVE EXISTING BRICK

AS REQUIRED FOR NEW BEAM

C

3/16

SEE ARCH PLANS

HSS 10x2x1/4" OUTRIGGER

3/16" CAP PLATE

EXIST 6X10 WOOD PORCH HEADER.

ATTACH HEADER TO STEEL BEAM

WITH SIMPSON HANGER HHB6X14

EXIST PORCH RAFTERS

AND CEILING JOIST.

SEE ARCH DWGS

T.O. EX PORCH

HEADER

#10 SCREW EACH SIDE

HORIZONTAL BRIDGING @ 4'-0" OC

800T150-68 TRACK. FASTEN TO CONCRETE

W/ HILTI XU PAF W/ 3/4" EMB @ STUD

800S200-68 STUD @ 16" OC

EOS 7 1/2"

1/8" 2"

EACH LEG

SECOND FLOOR

1/

4"

1/8" CAP PLATE WITH

1/2" DIA WEEP HOLE

HSS 5"x3"x3/8"

STUB CONNECTOR

BOLT CURVED MEMBER

TO BEAM WITH (4) 3/4"

DIAMETER A325 BOLT

3/8" STIFF PLATE EACH SIDE

- ALIGN WITH HSS WALL

1/4

TYP

4x3x1/4 CONT ANGLE

SEE SECTION 3 FOR

ADDITIONAL INFO

HSS 5X3 PURLIN

REFERENCE SETION 3

FOR ADDITIONAL INFO

A

SEE ARCH PLANS

3/16

HSS 10x2x1/4"

OUTRIGGER

3/16" CAP PLATE

1 2

T.O.S.

T.O.S.

8-SF103

D

8-SF103

C

SECOND FLOOR

FIRST FLOOR

INFILL STUD

FRAMING

8-SF103

D

8-SF103

C

SIM

SIM

STUD PACK

(2) 12 GA PLATE. ONE PER SIDE

14 GA STRAPPING. ONE PER SIDE

BASE TRACK

1/8 2

1/8 2

1/8 2

CLARK DIETRICH

CD8-5 HOLD DOWN

STUD PACK

SECOND FLOOR

STUD PACK

(2) 12 GA PLATE.

ONE PER SIDE

1/8

1/8

(2) 2 x 14 GA STRAPS.

ONE PER SIDE

6x4x5/16 ANGLE - 4" @ 32" OC WITH 3/4"

DIAMETER SHORT VERTICAL SLOTTED HOLE.

1/2" DIAMETER THREADED ROD W/ 3 1/2" MIN EMB

EXISTING CMU WALL

SECOND FLOOR

CHANNEL BRIDGING @ 4'-0" OC

800T125-68 TRACK. FASTEN TO CONCRETE

W/ HILTI XU PAF W/ 3/4" EMB @ STUD

800S200-68 STUD @ 16" OC

GAGE POUR STOP

FILL SOLID ALONG BEAM

STUD BRIDGING NOT SHOWN FOR CLARITY

2 x 18 GA SHEAR STRAPS, ON EACH SIDE OF WALL

800s162-54 STUDS

@ 16" OC

SEE DETAIL B FOR BASE

CONNCETION

NOTE:

TOP TRACK MUST BE CONTINUOUS AT X-BRACING

(SPLICING IS NOT PERMITTED)SEE DETAIL A FOR A (SIM)

TOP CONNCETION

DOUBLE STUD - SEE STUD

PACK DETAIL

1/8" 3"

1/8" 3"

1/8" 3"

1/8" 3"

1/8"

12 GA 5X5 GUSSET PLATE

FLAT STRAP

SHEAR WALL POST

STRAP TO

GUSSET

PLATE

GUSSET

PLATE TO

TRACK

STRAP TO

GUSSET

PLATE

GUSSET

PLATE TO

STUD PACK

SHEAR STRAP, ONE ON

EACH SIDE OF WALL

1/4" x 5 3/4" x 11" LONG W/

(3) 3/8" DIA KWIK HUS

SCREWS. ANCHOR W/ 2

1/2" EMB INTO CONCRETE

4". 4".

DOUBLE STUD

(4) #10 SCREWS

EACH SIDE

600T125-54 TRACK

SIDE VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

GTMc ACELA

C :\U se rs

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8-SF103

BUILDING 8 SECTIONS AND DETAILS

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

1 1/2" = 1'-0"1 SECTION

1 1/2" = 1'-0"2 SECTION

1 1/2" = 1'-0"3 SECTION

1" = 1'-0"8 SECTION

1" = 1'-0"6 SECTION

1 1/2" = 1'-0"5 SECTION

1" = 1'-0"4 SECTION

1/4" = 1'-0"10 SHEAR WALL SECTION

1 1/2" = 1'-0"D DETAIL

1 1/2" = 1'-0"C DETAIL

1" = 1'-0"7 SECTION

1/2" = 1'-0"9 SHEAR WALL ELEVATION

3/4" = 1'-0"A GUSSET PLATE DETAIL

3/4" = 1'-0"B SHEAR ANCHOR DETAIL AT BASE

AREA OF WORK

REF ELEV 0'-0"

6" SLAB ON GRADE

6x6/W2.1xW2.1

8' - 5 1/2"

8'

1/

2"

9' - 4 3/4"

WF-1 (-3'-6")

INFILL IN EXISTING

WINDOW OPENING

WITH MATCHING

BRICK AND BLOCK

9-SF102

19-SF102

UNDERPINNING

EXTENT OF

U N

D

ER

PI

N

N

IN

G

EX

TE

N

T O

F

MATCH BOTTOM OF NEW

UNDERPINNING FOUNDATION.

DRILL AND DOWEL (3) #5 BARS INTO

UNDERPIN WALL WITH 8" EMB

MATCH BOTTOM OF NEW

UNDERPINNING FOUNDATION.

DRILL AND DOWEL (3) #5 BARS INTO

UNDERPIN WALL WITH 8" EMB

9-SF102

9-SF102

CJ

CJ

SIM

W 8X

W 8X

W 8X

W 8X

TYPE S-1 SLAB

4" SLAB ON 1.5 - 22 GA

METAL DECK W/

6x6/W4.0xW.4.0

S-1

BRP-4W8X18

SLAB DIRECTION

11' - 8"

.9

.9

9-SF102

9-SF102

9-SF102

9-SF102

BRP-9

BRP-5BRP-5BRP-5

W8X13

3 1/2" DIA PIPE COL

BP-410

/2

1' - 1 1/2"

OH

EXIST. BUILDING

LINE BELOW

O

VE

R

FR

AM

IN

G

OVERFRAMING

9-SF102

9-SF102

9-SF102

(2) 2X12

2X125 1 /4 x

PSL R

IDGE BEAM

BRP-2

(3 ) 2 x1

BRP-1 TYP

BR

P-

(3) 2x12

9-SF102

FASTEN RIDGE BEAM TO

POST WITH LCC5.25-3.5

SIMPSON POST CAP

(2 ) 2

X1 2 2X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

GTMc ACELA

C :\U se rs

\b pe re ira

\D oc um en ts \6

-2

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AM

9-SF101

BUILDING 9 STRUCTURAL PLANS

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

KEY PLAN - HARBOR BUILDING

1/4" = 1'-0"1 BASEMENT FOUNDATION PLAN

1/4" = 1'-0"2 FIRST FLOOR FRAMING PLAN

1.

2.

3.

PLAN NOTES:

TOP OF NEW BASEMENT SLAB ELEVATION = (-2'-8") BELOW REFERENCE SLAB 0'-0"

WF-XX (X'-X") DENOTES TOP OF WALL FOOTING TYPE. SEE SF201 FOOTING SCHEDULE.

CJ DENOTES CONTROL JOINT.

1.

PLAN NOTES:

TOP OF SLAB = 9'-8" ABOVE REF ELEV 0'-0"

FIN. GRADE ELEVATION SHOWN FOR REFERENCE-

COORDINATE WITH CIVIL DRAWINGS.

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

1.

2.

3.

4.

5.

6.

PLAN NOTES:

TOP OF ROOF JOIST = TBD

COORDINATE WITH ARCH FOR ROOF PITCH

ALL ROOF RAFTERS = 2X8 SPF SPECIES @ 16" OC

BRP-XX DENOTES BEARING PLATE SEE SF203 SCHEDULE

ALL RAFTERS USE BRP-1

EXISTING 2x8 JOISTS REPRESENTED BY DASHED LINES @ 16" OC

1.

2.

3.

4.

UNDERPINNING NOTES:

UNDERPINNING OF EXISTING FOUNDATION IS REQUIRED. THE ASSUMED

EXTENT IS SHOWN ON PLANS.

SEQUENCE OF UNDERPINNING IS PRESENTED FOR BIDDING PURPOSES

ONLY. CONTRACTOR MAY SUBMIT FOR APPROVAL AN ALTERNATE PLAN.

SECTIONS SHALL BE DOWEL TOGETHER HORIZONTALLY WITH (2) #5 BARS

@ 12" OC.

OPEN EXCAVATION MAY NEED TO BE LAGGED AND BRACED, DEPENDING

ON STABILITY OF SOIL.

.92.

BRP-1

SIMPSON H10A

CONNECTOR

(3) 2X12

SEE PLANS

5/8" SHEATHING

SEE ARCH PLANS

2X RAFTER - SEE PLANS

BOND BEAM

W/CONT #5 BAR

8" CMU BLOCK WALL

W/ #5 BARS AT 24" OC

6"

X 12"

5/8" SHEATHING ROOF

SIMPSON TOP MOUNT HWU

HANGAR FOR (3) 2x12 (SLOPED)

EXISTING CONCRETE BEAM

AND SLAB AT ROOF

CONFIRM ROOF PITCH

W/ ARCH DWGS

VERIFY IN FIELD

NOTE:

SEE ARCH DWGS FOR DEMO

REQUIRED ALONG EXISTING

FASCIA/EAVE FOR NEW ROOF

X 12"

2'

0" 8"

EXIST BASEMENT FLOOR

BASEMENT ELEV

BOTTOM OF

CONC. STAIR

EXIST BLDG FOOTING

NEW CONCRETE

UNDERPINNING

11" TYP

EXIST SLAB

EXIST CONCRETE

WALL BEYOND

#4 @ 12" EW (2 LAYERS)

DRILL & DOWEL #5 BARS x 24" LONG

@ 12" OC. PROVIDE 8" EMB INTO

NEW CONCRETE UNDERPINNING

#3 NOSING BAR,

TYP

4" CONCRETE INFILL. DRILL & DOWEL

#4 BAR x 24" LONG INTO EXISTING

SLAB W/ 6" EMB @ 18" OC

18" TYP

#4 BARS @ 12" OC

@ EACH STEP

6" T

YP

NEW CONCRETE STAIR. SEE

ARCH DWGS FOR LAYOUT

W8 BEAM (FS)

W10 BEAM (SEE PLAN)

BRICK VENEER

FIRST FLOOR

2' GROUT FOUNDATION BEAM

ON EXISTING WALL RIDGE

NOTE:

CONCRETE LEDGE BUILT AFTER REMOVAL WATER TABLE CAP STONE

SEE EDGE OF SLAB SCHEDULE

1/2"

7"8"

SEE SCHEDULE

6" SLAB. (SEE PLAN)

12" CONCRETE WALL

#5 @ 12" EW

#5 MATCH VERT

REINFORCING

EXIST BASEMENT FLOOR

BASEMENT ELEV

INSTALL SWELL TYPE WATERSTOP AFTER WALL

CONSTRUCTION AND BEFORE POURING SLAB

BASEMENT ELEV

EXIST BASEMENT FLOOR

2'

8" D

EP

TH

CRUSHED STONE

#5 DOWEL @ 18" OC

6" CRUSHED STONE

#5 DOWEL @ 18" OC. PROVIDE

12" EMBED TYPICAL EACH SIDE

EXIST FOOTING

4'-0" MAX SECTION

BOTTOM OF EXIST FTG

BOTTOM OF UNDERPINNING

31423

MATCH EXISTING

FOOTING WIDTH

INSTALL SWELL TYPE WATERSTOP

UNDERPINNING AND BEFORE POURING SLAB

SIM = NO EXISTING FLOOR SLAB

4"

11" +/-

FIRST FLOOR

4x4x1/4 EDGE ANGLE - CONT FIELD BOLTED

TO BEAM W/ (2) 1/2" DIA A307 BOLTS

SEE EDGE OF DECK

DETAILS ON SHEET SF203

REMOVE EXISTING

CAP STONE

12" CONCRETE WALL

PROVIDE 4" DEEP (MIN)

POCKET FOR BEAM

FIN GRADE

FIRST FLOOR

4x4x1/4 EDGE ANGLE - CONT FIELD BOLTED

TO BEAM W/ (2) 1/2" DIA A307 BOLTS

8' CMU WALL W/ #5 @ 24" OC #5 DOWEL TO

MATCH VERTICAL WALL REINFORCING

1/

O F

H

EI

G H

T

2X4 TIE SUPPORT AT EACH RAFTER

FASTEN TO RAFTERS WITH 6-10d NAILS

2X8 RAFTERS @ 16" OC

TYP

RIDGE BEAM

USE SIMPSON RR RIDGE RAFTER

CONNECTION- TYP BOTH SIDES

2" X 8" - 16" OC

1' - 1"7' - 1"

EXISTING PLATES

PSL RIDGE BEAM

EXISTING POST

4x4 SUPPORT JOIST - 3'-0 LONG W/ (4) 4x4x2'-0" @12" OC CRIBBING ACROSS SLAB

SIMPSON BC46 POST BASE

4' x 4" POST

SIMPSON BC46 POST BASE

2X8 OVERFRAMING

FASTEN 4x4 TO EACH CRIBBING

WITH SIMPSON ANGLE A21 USING

(2) 10d NAILS IN EACH LEG

FASTEN TO SLAB WITH SIMPSON A24 ANGLE WITH

(1) 1/2" DIA KWIK BOLT AND 3/8" DIA LAG SCREW

INTO CRIBBING. ONE CONNECTION PER MEMBER

X 12"

VERIFY IN FIELD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

GTMc ACELA

C :\U se rs

\b pe re ira

\D oc um en ts \6

-2

1-

0_

-0 5-

_b pe re ira 5N

M M

N .rv t 6/

2/

0:

:5

AM

9-SF102

BUILDING 9 SECTIONS AND DETAILS

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

1" = 1'-0"7 SECTION

1" = 1'-0"8 SECTION

1" = 1'-0"5 SECTION - BASEMENT STAIR

1" = 1'-0"6 SECTION

1" = 1'-0"1 SECTION - BASEMENT

1" = 1'-0"2 SECTION - BASEMENT

1" = 1'-0"3 SECTION - 1ST FLOOR

1" = 1'-0"4 SECTION - 1ST FLOOR

1" = 1'-0"9 SECTION

3/4" = 1'-0"10 SECTION

WF-1 (-2'-8")

W F-

(-2

'-8

WF-1 (-2'-0")

SOG TYPE 1

REF. ELEV. = 0'-0"

WF-1 (-2'-0")

SOG TYPE 1

REF. ELEV. = 0'-0"

SW

SLAB ON GRADE - TYPE SOG 1

5" THICK CONCRETE SLAB ON GRADE,

REINFORCED WITH 6x6 - W2.0xW2.0. SET 2"

FROM TOP OF SLAB. PLACES ON

ARCHITECTURAL SPECIFIED 15 MIL VAPOR

BARRIER AND 6" CRUSHED #57 STONE.

SLAB ON GRADE - TYPE SOG 2

8" THICK CONCRETE SLAB ON GRADE,

REINFORCED WITH (1) LAYER #5 @ 16" O.C.

AT 2" FROM TOP OF SLAB. PLACES ON

ARCHITECTURAL SPECIFIED 15 MIL VAPOR

BARRIER AND 6" CRUSHED #57 STONE.

SW

SOG TYPE 2

REF. ELEV. = 0'-0"

ACTUAL ELEV. = 380'-2"

SW

SW

SW

SW

W F-

(-2

'-0

(-1 '-0

FS

W F-

WF-1

RE-ENTRANT BARS - TYP

SEE CONCRETE DETAILS

WF-1

WF-1

22-SF201

M

AT

CH

EX

IS

TI

NG

APPROX 18"x20" DUCT BANK

APPROX 18"x20" DUCT BANK

CJ CJ

CJ

CJ

DATA EQUIP RACKS (350 PSF)

DATA EQUIP RACKS (350 PSF)

DATA EQUIP RACKS (350 PSF)

DATA EQUIP RACKS (350 PSF)

CR

AC

(1

LB

S)

CR

AC

(1

LB

S)

CR

AC

(1

LB

S)

CR

AC

(1

LB

S)

APPROX 31"x20" DUCT BANK

APPROX 31"x20" DUCT BANK

22-SF202

APPROX 26"x20" DUCT BANK

22-SF202

22-SF202

22-SF202

5/ 8"

O U

T/ O

U T

IC

F

W

AL

LS

FR

O M

E

XI

ST

B

LD

G

SE

E

AR

C

H F

O R

O

FF

SE

T

22-SF202

22-SF202

SOG TYPE 1

REF. ELEV. = 0'-0"

34' - 6 3/4" I/F ICF WALL TO I/F ICF WALL

O/F OF EX FOUNDATION WALL -

O/F OF ICF WALL

22-SF201

22-SF201

22-SF202

/8

6' - 0"

2'

1/

8"

W F-

(-2

'-8

SEE TYP FOUNDATION DETAILS

FOR WALL PENETRATIONS

SEE TYP FOUNDATION DETAILS

FOR WALL PENETRATIONS

1'

/8

/8

77' - 10 5/8"

W F-

(-1

'-0

(-2'-8")

(-4'-0")

FS

(-4'-0")

(-5'-0")

FS

22-SF202

4 SIM

(-2'-8")

(-4'-8")

FS

(-4'-8")

(-2'-8")

FS

(-2'-8")

(-1'-0")

FS

22-SF202

(-2 '-8

(-1 '-0

FS

(-2 '-0

FS

(-2'-8")

(-2'-0")

FS

(-2 '-8

(-1 '-0

SW

35' - 4 3/4"

22-SF202

OH

SOG TYPE 2

REF. ELEV. = 0'-0"

ACTUAL ELEV. = 380'-2"

22-SF201

OH

TYP

BOTTOM OF EXIST FTG

BOTTOM OF UNDERPINNING

31423

4'-0" MAX SECTION

SEQUENCE OF UNDERPINNING

SEE SEQUENCE OF UNDERPINNING TO THE RIGHT

LENGTH OF 36" DEEP X 18" WIDE UNDERPINNING OF EXISTING WALL

(2

'-0

W F-

(2

'-0

22-SF202

SW

22-SF202

22-SF202

SW

(-1'-0") (-2'-0")

FS

W F-

WF-2 (-1

'-0

(-3

'-0

FS

(-3 '-0

(-5

'-0

FS

(-2 '-0

(-4

'-0

FS

(-4 '-0

(-5

'-0

FS

22-SF202

SW

(-2'-8") (-1'-0")

FS

22-SF202

2A

W F-

22-SF202

SOG TYPE 2

REF. ELEV. = 0'-0"

ACTUAL ELEV. = 380'-2"

SOG TYPE 2

REF. ELEV. = 0'-0"

ACTUAL ELEV. = 380'-2"

FS

NOTES:

1. TOP OF SLAB ON GRADE = REF ELEV. 0'-0" UNO (ACTUAL EL 380.17)

2. TOP OF ICF FOOTINGS = (-2'-0") BELOW REFERENCE ELEV. 0'-0" UNO

3. PROVIDE (2) #3 BARS X 4'-0" LONG REINFORCING BARS AT ALL RE-ENTRANT SLAB CORNERS. SEE DETAIL 11 ON 22-SF202

4. AT ALL LOCATIONS WHERE PIPING RUNS THROUGH FOUNDATION WALLS, DEEPEN FOOTINGS AS REQUIRED TO ALLOW

6" MIN. CLEARANCE BETWEEN PIPE AND TOP OF FOOTING SLEEVE PIPE.

5. FS DENOTES FOOTING STEP. SEE DETAIL 8 ON 22-SF202

6. SW DENOTES CONCRETE SHEAR WALL LOCATION

7. WF-XX DENOTES WALL FOOTING TYPE. SEE FOOTING SCHEDULE

8. DENOTES FIN GRADE, COORDINATE WITH CIVIL DWGS

9. DUCT BANK LOCATIONS AND SIZES ARE APPROXIMATE. GC TO COORDINATE WITH OTHER TRADES FOR ACTUAL SIZES

AND LOCATIONS

10. FLOOR EQUIPMENT NOTED AS REFERENCE. GC TO COORDINATE ACTUAL EQUIPMENT PURCHASED

11. CJ = CONTROL JOINT. SEE SLAB ON GRADE DETAILS

N

BUILDING 22

GENERAL AREA OF WORK

NORTHAMPTON

T11

13S

20 1C

9A 30

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAGTMc Number Date Revision FO R

BI

D

C :\U se rs

\b pe re ira

\D oc um en ts \2

1- U

SD

VA

-1 5_

D at a C en te r_ bp er ei ra 5N

M M

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2/

:4 9:

P

M

22-SF101

BUILDING 22A FOUNDATION PLAN

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1/4" = 1'-0"1 BASEMENT FOUNDATION PLAN

SITE KEY PLAN

1 10-25-2022 Post 100% Revisions

OPEN

8" PLANK W/ TOPPING

SLAB 1 = 4" CONCRETE

FLOOR WITH 1 1/2" - 20

GA FORM DECK

OPEN

22-SF202

10 HSS8X6X1/4

HSS8X6X1/4

C8X11.5

C 8X

.5

C 8X

.5

22-SF202

22-SF202

22-SF202

22-SF202

15 22-SF203

22-SF202

B-1

DECK

SPAN

DECK

SPAN

BRP-2BRP-2

22-SF201

22-SF201

22-SF201

OH

BRP-7

BRP-7

BRP-7

BRP-7

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

B-1

22-SF202

NOTE: WALL THICK CHANGE TO

10" AT CORNER - SEE ARCH DWGS

BRP-2

BRP-2

(2) 1.75x9.5 LVL HEADER

NOTES:

1. TOP OF FIRST FLOOR PLANK WITH TOPPING = (8'-6") ABOVE DATUM ELEV. 0'-0"

PLANK BEARING ELEVATION (7'-8")

2. DENOTES PLANK SPAN. LAYOUT SHOWN IS FOR REFERENCE ONLY AND SHOULD BE VERIFIED

AND COORDINATED BY PRECAST PLANK MANUFACTURER

3. SW DENOTES CONCRETE SHEAR WALL LOCATION

4. B-1 DENOTES HSS 8x6x1/2" BEAM. SEE DETAIL

5. GC TO COORDINATE REQUIRED ELEVATION OF FLOOR LEVEL LANDING SUPPORT STEEL WITH STAIR

FABRICATOR/ ERECTOR

N

BUILDING 22

GENERAL AREA OF WORK

NORTHAMPTON

T11

13S

20 1C

9A 30

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAGTMc Number Date Revision FO R

BI

D

C :\U se rs

\b pe re ira

\D oc um en ts \2

1- U

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22-SF102

BUILDING 22A FIRST FLOOR FRAMING PLAN

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1/4" = 1'-0"1 1ST FLOOR PLAN

8" PLANK W/ TOPPING 8" PLANK

LOW ROOF

SEE MAIN ROOF PLAN

SLAB 1 = 4" CONCRETE

FLOOR WITH 1 1/2" - 20

GA FORM DECK W/

6x6/W2.1xW2.1 WWF

HSS8X6X1/4

C8X11.5

HSS8X6X1/4

C 8X

.5

C 8X

.5

22-SF203

B-1

22-SF203

22-SF203

22-SF203

22-SF203

2ND FLOOR

12" PLANK

DECK

SPAN

DECK

SPAN

22-SF202

22-SF202

BRP-2

FIXED END

BRP-2

FIXED END

BRP-5

BRP-5

BRP-5

BRP-5

22-SF202

22-SF201

22-SF201

22-SF201

W

AL

L

BE

LO

W

W

AL

L

BE

LO

W

WALL BELOW

SW

SW

SW

SW

SW

SW

SW

SW

SW

OH

LOW

B-1

22-SF202

SIM

BRP-2

FIXED END

BRP-2

FIXED END

(2) 1.75x9.5 LVL HEADER

NOTES:

1. TOP OF LOW ROOF PLANK = (14'-10") ABOVE DATUM ELEV. 0'-0"

PLANK BEARING ELEVATION = (14'-2")

2. TOP OF SECOND FLOOR PLANK W/ TOPPING = (18'-6") ABOVE DATUM ELEV. 0'-0"

PLANK BEARING ELEVATION (17'-10")

3. DENOTES PLANK SPAN. LAYOUT SHOWN IS FOR REFERENCE ONLY AND SHOULD BE VERIFIED

AND COORDINATED BY PRECAST PLANK MANUFACTURER

4. SW DENOTES CONCRETE SHEAR WALL LOCATION

5. B-1 DENOTES HSS 8x6x1/2" BEAM. SEE DETAIL

6. GC TO COORDINATE REQUIRED ELEVATION OF FLOOR LEVEL LANDING SUPPORT STEEL WITH STAIR

FABRICATOR/ ERECTOR.

N

BUILDING 22

GENERAL AREA OF WORK

NORTHAMPTON

T11

13S

20 1C

9A 30

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAGTMc Number Date Revision FO R

BI

D

C :\U se rs

\b pe re ira

\D oc um en ts \2

1- U

SD

VA

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22-SF103

BUILDING 22A SECOND FLOOR FRAMING PLAN

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1/4" = 1'-0"1 2ND FLOOR/ LOW ROOF PLAN