Attachment 9 818PC2032-MNC_BD_PLANS_Part6.pdf

Project Number

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Location

Issue Date Checked Drawn

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A

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

M-001

LM JP

MECHANICAL ABBREVIATIONS,

NOTES & SYMBOLS

STORAGE

E02

STORAGE

E01

PIC

A02

VEST

A01

STORAGE

A04

OPEN OFFICE

A03

CLOSET

A08

OFFICE

A12 CLOSET

A13

CONF

A14

OFFICE

A16

STORAGE

A19

OPERATIONS

CENTER

A15

HALL

A18

CLOSET

A17

HAC

A21

VEST

A22

LUNCH AREA

A26

MECH

A27

WOMEN'S

A25

MEN'S

A24

ELEC

A28

LUNCH ROOM

M08

TOILET

M03VEST

M01

HONOR GUARD

M02

MECH

M15

STOR

M17

OFFICE

M06

HALL

M07

VEST

M04

BOOT WASH

M05

HR

M09

PARTS

M19

VEST

M18

SHOP

M20

OFFICE

M26

STOR

M25

SHOP

M24

OFFICE

M22

STG

M23

GRAVE MARKERS

M21

FOYER

R01

TOILET

R04

WOMEN'S

R03

MEN'S

R02

HAC

R05

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MD101

LM JP

MECHANICAL DEMOLITION PLANS

VEST

A01

PIC

A02

VEST

A22

HAC

A21

MECH

A27

WOMEN'S

A25

MEN'S

A24

OPEN OFFICE

A03

STORAGE

A19

OPERATIONS

CENTER

A15

OFFICE

A12

CLOSET

A13

CONF

A14

OFFICE

A16

CLOSET

A17

LUNCH AREA

A26

STORAGE

A04

CLOSET

A08

HALL

A18

ELEC

A28

CLOSET

A20

VEST

M01

HONOR GUARD

M02

TOILET

M03

LUNCH ROOM

M08

LOCKERS

M11

HALL

M07

OFFICE

M06 BOOT WASH

M05

VEST

M04

HR

M09

MEN'S

M10

WOMEN'S

M12

ELEC

M13

STOR

M14

MECH

M15

HAC

M16

STOR

M17

PARTS

M19

SHOP

M20

OFFICE

M26

STOR

M25

SHOP

M24

OFFICE

M22

STG

M23

GRAVE MARKERS

M21

VEST

M18

TOILET

R04

WOMEN'S

R03

HAC

R05

FOYER

R01

MEN'S

R02

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

M-101

LM JP

MECHANICAL PLANS

12911 SF

VEHICLE STORAGE

V01

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

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F

A

B

C

D

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21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

M-102

LM JP

MECHANICAL PLANS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

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F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

M-701

LM JP

MECHANICAL

SCHEDULES & DETAILS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

PC001

AP AHTM

PLUMBING SYMBOLS, NOTES, AND

ABBREVIATIONS

FOYER

R01

TOILET

R04

WOMEN'S

R03

MEN'S

R02

HAC

R05

TOILET

M03

ARD

MECH

M15

STOR

M17

HALL

M07

VEST

TOILET

M03

UARD

MECH

M15

STOR

M17

HALL

M07

VEST

LUNCH ROOM

M08

TOILET

M03VEST

M01

HONOR GUARD

M02

MECH

M15

STOR

M17

OFFICE

M06

HALL

M07

VEST

M04

BOOT WASH

M05

HR

M09

PARTS

M19

VEST

M18

SHOP

M20

OFFICE

M26

STOR

M25

SHOP

M24

OFFICE

M22

STG

M23

GRAVE MARKERS

M21

FOYER

R01

TOILET

R04

WOMEN'S

R03

MEN'S

R02

HAC

R05

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

PD101

PLUMBING DEMOLITION PLANS

AP AHTM

TOILET

R04

WOMEN'S

R03

HAC

R05

FOYER

R01

MEN'S

R02

LOCKERS

M11

HALL

M07

MEN'S

M10

WOMEN'S

M12

ELEC

M13

STOR

M14

MECH

M15

HAC

M16

STOR

M17

VEST

VEST

M01

HONOR GUARD

M02

TOILET

M03

LUNCH ROOM

M08

LOCKERS

M11

HALL

M07

OFFICE

M06 BOOT WASH

M05

VEST

M04

HR

M09

MEN'S

M10

WOMEN'S

M12

ELEC

M13

STOR

M14

MECH

M15

HAC

M16

STOR

M17

PARTS

M19

SHOP

M20

OFFICE

M26

STOR

M25

SHOP

M24

OFFICE

M22

STG

M23

GRAVE MARKERS

M21

VEST

M18

TOILET

R04

WOMEN'S

R03

HAC

R05

FOYER

R01

MEN'S

R02

LOCKERS

M11

HALL

M07

MEN'S

M10

WOMEN'S

M12

ELEC

M13

STOR

M14

MECH

M15

HAC

M16

STOR

M17

VEST

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

PP101

AP AHTM

PLUMBING PLANS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

P-700

PLUMBING DETAILS AND

SCHEDULES

AP AHTM

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

SF DS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

SS101

SF DS

STRUCTURAL SITE PLAN

ROSTRUM

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

SS102

SF DS

STRUCTURAL SITE PLAN

COLUMBARIUM

TEST PITS

REQ'D

M A

IN

E N

T R

Y

MAIN

ENTRY

BLDG. N

O. 58002

PUBLIC

RESTROOM

BUILDING

FFE=170.00

B L D

G N

O

A D

M

IN

IS

T

R A

T

IO

N /P

U B

L

IC

IN

F

O R

M A

T

IO

N C

E N

T E

R

P .I .C

B U

IL

D

IN

G

F F

E .0

D R A

IN

FI

E

LD

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

SS103

SF DS

STRUCTURAL SITE PLAN

RETAINING WALL

HSS8x8x5/16

COLUMN (TYP)

T/WALL SLOPES

7'-4" 3'-4"

2'-4"

8"

REFER TO ARCH. DWGS

14'-0"

8"

26'-0"

REFER TO ARCH. DWGS

14'-0"

2'-0"3'-4"

8"

8"

REFER TO ARCH. DWGS

14'-0"

8"

EQ EQ. EQ. EQ. EQ.

S.O.G.

216'-0"

67'-6" 67'-6"

F40 F40 F40 F40 F40 F40 F40 F40 F40 F40

T/WALL = +5'-0"

T/WALL SLOPES

EQ.

8"

S-501

TYP

S-501

TYP

S-501

TYP

S-501

TYP

R E F E R

TO

C

IV

IL

LA

N D S C A P E

D W G S

REFER TO CIVIL/LANDSCAPE DWGS

79'-0" +/-

T/WALL = +10'-0"

S-501

TYP

T/WALL = +20'-10"

S-501

TYP @ OPENING

WALL PENETRATION;

REFER TO MECH.

DWGS FOR SIZE

AND LOCATION

(TYP)

CJ

(TYP)

S-501

TYP +

NOTE 6

NOTE 6

NOTE 6

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL FOUNDATION PLAN

VEHICLE STORAGE

SF101

SF DS

SCALE: 1/8" = 1'-0"1

FOUNDATION PLAN - VEHICLE STORAGE

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL, CIVIL/LANDSCAPE DRAWINGS FOR

SLOPES, DIMENSIONS, ELEVATIONS, AND INFORMATION NOT SHOWN.

3. REFER TO S-520 SERIES DRAWINGS FOR TYPICAL DETAILS.

NOTES:

1. TOP OF SLAB ELEVATION = 0'-0" (FINISH FLOOR ELEVATION = +136.75')

UNLESS NOTED OTHERWISE AS (+/- X'-X") FROM 0'-0".

2. TOP OF FOOTING ELEVATION = (-2'-6") UNLESS NOTED OTHERWISE. SEE

S-520 FOR FOOTING SCHEDULE.

3. TOP OF WALL ELEVATION = AS NOTED ON PLAN.

4. S.O.G. DENOTES 8" CONCRETE SLAB-ON-GRADE REINFORCED WITH #5@12"

EACH WAY TOP.

5. PREPARE, TEST, AND REMEDIATE ALL SUBGRADE AS RECOMMENDED IN THE

GEOTECH REPORT.

6. DEPRESS SLAB -1/2" AND SLOPE TO EXTERIOR. REFER TO ARCHITECTURAL

DRAWINGS. COORDINATE EXTENT WITH DOOR MFR.

CALL 811

"KNOW WHAT'S BELOW"

" IT'S THE LAW "

UNDERGROUND UTILITIES

FOR FREE MARKOUTS TO LOCATE

CALL BEFORE YOU DIG

THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND IDENTIFY ANY PUBLIC OR

PRIVATE UNDERGROUND UTILITY. FOR PUBLIC UTILITIES, CONTRACTORS MUST

CONTACT THE STATES UTILITY MARK OUT SYSTEM.

THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION OF ALL PUBLIC

UTILITIES AND ALL PRIVATE UTILITIES THAT MAY BE EXPOSED OR COULD BE

IMPACTED BY THE WORK AND ARE WITHIN AND ADJACENT TO ANY EXCAVATIONS OR

OR UNDERGROUND WORK.

THE CONTRACTOR SHALL ENLIST THE ASSISTANCE OF THE OWNER, ENGINEER, OR

CONSTRUCTION MANAGER TO OBTAIN THEIR OPINION AS TO THE LOCATIONS OF

UNDERGROUND UTILITIES THAT MAY EXIST WITHIN THE CONSTRUCTION AREA AND

THAT MAY OR MAY NOT BE PRESENTED IN THE CONTRACT DOCUMENTS.

HSS8x8x5/16

(TYP)

EQ EQ. EQ. EQ.

216'-0"

EQ. 15'-4"

W21X44W21X44 W21X44 W21X44 W21X44 W21X44 W21X44 W21X44 W21X44 W21X44W21X44

15'-4" 15'-4"EQ.

LH

(S L)

TY

P

N O

TE

T/WALL SLOPES

T/WALL SLOPES

JOIST CROSS

BRACING (TYP)

NOTE 3

STANDING SEAM METAL ROOF;

REFER TO ARCH. DWGS

14 GA. 6" 'C' PURLINS @ 2'-6" O.C. MAX.

W/ CONT. 'X' BRACING AT MIDSPAN

T/WALL = +20'-10"

JOIST HORIZ. BRACING

@ END BAYS (TYP)

NOTE 3

S-501

TYP

S-501

TYP

S-501

TYP

W8X21 GIRT EL. +10'-0"

(TYP) U.N.O.

(T Y P

S-501

TYP @ COILING

DOOR

S-501

S-501

S-501

TYP

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL FRAMING PLAN

VEHICAL STORAGE

SF102

SF DS

SCALE: 1/8" = 1'-0"1

FRAMING PLAN - VEHICLE STORAGE

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL DRAWINGS FOR SLOPES, DIMENSIONS,

ELEVATIONS, AND INFORMATION NOT SHOWN.

3. REFER TO S-520 SERIES DRAWINGS FOR TYPICAL DETAILS.

NOTES:

1. TOP OF STEEL ELEVATION = +15'-0" UNLESS NOTED OTHERWISE AS (+/- X'-X") FROM 0'-0".

2. TOP OF WALL ELEVATION = AS NOTED ON PLAN.

3. JOIST SHALL BE DESIGNED FOR 25 PSF DEAD LOAD (15 PSF TOP CHORD/ 10 PSF BOTTOM CHORD), 25 PSF LIVE LOAD AND 67 PSF WIND UPLIFT (82 PSF UPLIFT @ 2 JOISTS EACH END). STANDING

SEAM ROOF SYSTEM IS BEING UTILIZED. JOIST MFR SHALL PROVIDE ADEQUATE BRIDGING TO

PROPERLY BRACE THE TOP CHORD UNDER FULL DESIGN LOADS.

HSS8x8x3/8

(TYP)

(T Y P

S.O.G. S.O.G. S.O.G.

S-510

TYP

S-510

TYP

CJ

(TYP)

46'-0"

14'-0" 14'-0" 14'-0"

S-510

S-510

@ CORNER

S-510

@ END

S-510

S.O.G.

3'-11"

W14X22

W X

W X

W X

W X

W14X22

W X

W X

W X

W X

W14X22

W14X22 W14X22 W14X22

W14X22 W14X22 W14X22

46'-0"

15'-0" 15'-0" 15'-0"

(S L)

(S L)

(S L)

(S L)

(S L)

(S L)

(S L)

(S L)

STANDING SEAM METAL ROOF;

REFER TO ARCH DWGS

T/STL EL. +16'-8"

T/STL EL. +20'-8"

W X

W X

W X

W X

W X

W X

(S L)

(S L)

(S L)

(S L)

(S L)

(S L)

W X

W X

W X

W X

W X

W X

(S L)

(S L)

(S L)

(S L)

(S L)

(S L)

14 GA. 6" 'C' PURLINS @ 2'-6" O.C.

MAX. W/ CONT. 'X' BRACING AT MIDSPAN

S-510

TYP

S-510

TYP

S-510

TYP

0"

0"

0"

(2 )W X

G

IR

T

E L.

A N D

0"

(2 )W X

G

IR

T

E L.

A N D

(2 )W X

G

IR

T

E L.

A N D

W8X21 GIRT EL. +11'-6"W8X21 GIRT EL. +11'-6" W8X21 GIRT EL. +11'-6"

(2 )W X

G

IR

T

E L.

A N D

S-510

STANDING SEAM METAL

ROOF; REFER TO

ARCH DWGS

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL FND & ROOF

FRAMING - MATERIAL STORAGE

SF111

SF DS

SCALE: 1/4" = 1'-0"1

FOUNDATION PLAN - MATERIAL STORAGE

SCALE: 1/4" = 1'-0"2

FRAMING PLAN - MATERIAL STORAGE

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL DRAWINGS FOR SLOPES, DIMENSIONS,

ELEVATIONS, AND INFORMATION NOT SHOWN.

3. REFER TO S-520 SERIES DRAWINGS FOR TYPICAL DETAILS.

NOTES:

1. TOP OF SLAB ELEVATION = 0'-0" (FINISH FLOOR ELEVATION = +136.75')

UNLESS NOTED OTHERWISE AS (+/- X'-X") FROM 0'-0".

2. TOP OF FOOTING ELEVATION = (-2'-6") FROM 0'-0".

3. TOP OF WALL ELEVATION = (+8'-0") FROM 0'-0".

4. S.O.G. DENOTES 8" CONCRETE SLAB-ON-GRADE REINFORCED WITH #5@12"

EACH WAY TOP.

5. PREPARE, TEST, AND REMEDIATE ALL SUBGRADE AS RECOMMENDED IN THE

GEOTECH REPORT.

NOTES:

1. TOP OF STEEL ELEVATION = AS NOTED ON PLAN.

2. DENOTES MOMENT CONNECTION. SEE 5/S-521.

CALL 811

"KNOW WHAT'S BELOW"

" IT'S THE LAW "

UNDERGROUND UTILITIES

FOR FREE MARKOUTS TO LOCATE

CALL BEFORE YOU DIG

THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND IDENTIFY ANY PUBLIC OR

PRIVATE UNDERGROUND UTILITY. FOR PUBLIC UTILITIES, CONTRACTORS MUST

CONTACT THE STATES UTILITY MARK OUT SYSTEM.

THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION OF ALL PUBLIC

UTILITIES AND ALL PRIVATE UTILITIES THAT MAY BE EXPOSED OR COULD BE

IMPACTED BY THE WORK AND ARE WITHIN AND ADJACENT TO ANY EXCAVATIONS OR

OR UNDERGROUND WORK.

THE CONTRACTOR SHALL ENLIST THE ASSISTANCE OF THE OWNER, ENGINEER, OR

CONSTRUCTION MANAGER TO OBTAIN THEIR OPINION AS TO THE LOCATIONS OF

UNDERGROUND UTILITIES THAT MAY EXIST WITHIN THE CONSTRUCTION AREA AND

10'-4"

S.O.G.

S-521

TYP

PREFAB BOOTH STRUCTURE;

REFER TO ARCH DWGS

16'-0"

S-520

TYP

S.O.G.

PREFAB BREAK STRUCTURE;

REFER TO ARCH DWGS

S-521

TYP

EXIST UNDERGROUND UTILITY;

VERIFY LOCATION AND DEPTH IN

THE FIELD; COORD W/ CIVIL DWGS

(TYP)

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL FOUNDATION PLAN

BREAK SHELTER & CORTEGE

SF121

SF DS

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL DRAWINGS FOR SLOPES, DIMENSIONS,

ELEVATIONS, AND INFORMATION NOT SHOWN.

3. REFER TO S-520 SERIES DRAWINGS FOR TYPICAL DETAILS.

NOTES:

1. TOP OF SLAB ELEVATION = 0'-0" (FINISH FLOOR ELEVATION = +163.50')

UNLESS NOTED OTHERWISE AS (+/- X'-X") FROM 0'-0".

2. S.O.G. DENOTES 9" TURN DOWN CONCRETE SLAB-ON-GRADE REINFORCED WITH

#5@12" EACH WAY TOP & BOTTOM.

3. PREPARE, TEST, AND REMEDIATE ALL SUBGRADE AS RECOMMENDED IN THE

GEOTECH REPORT.

SCALE: 1/4" = 1'-0"2

FOUNDATION PLAN - CORTEGE BOOTH

SCALE: 1/4" = 1'-0"1

FOUNDATION PLAN - BREAK SHELTER NOTES:

1. TOP OF SLAB ELEVATION = 0'-0" (FINISH FLOOR ELEVATION = +136.50')

UNLESS NOTED OTHERWISE AS (+/- X'-X") FROM 0'-0".

2. S.O.G. DENOTES 9" TURN DOWN CONCRETE SLAB-ON-GRADE REINFORCED WITH

#5@12" EACH WAY TOP & BOTTOM.

3. PREPARE, TEST, AND REMEDIATE ALL SUBGRADE AS RECOMMENDED IN THE

GEOTECH REPORT.

CALL 811

"KNOW WHAT'S BELOW"

" IT'S THE LAW "

UNDERGROUND UTILITIES

FOR FREE MARKOUTS TO LOCATE

CALL BEFORE YOU DIG

THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND IDENTIFY ANY PUBLIC OR

PRIVATE UNDERGROUND UTILITY. FOR PUBLIC UTILITIES, CONTRACTORS MUST

CONTACT THE STATES UTILITY MARK OUT SYSTEM.

THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION OF ALL PUBLIC

UTILITIES AND ALL PRIVATE UTILITIES THAT MAY BE EXPOSED OR COULD BE

IMPACTED BY THE WORK AND ARE WITHIN AND ADJACENT TO ANY EXCAVATIONS OR

OR UNDERGROUND WORK.

THE CONTRACTOR SHALL ENLIST THE ASSISTANCE OF THE OWNER, ENGINEER, OR

CONSTRUCTION MANAGER TO OBTAIN THEIR OPINION AS TO THE LOCATIONS OF

UNDERGROUND UTILITIES THAT MAY EXIST WITHIN THE CONSTRUCTION AREA AND

1 2

C

D

29'-0"7" 7"

(E) 8" MASONRY SHEAR WALL BELOW

(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 W X

(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 W X

(E) W18X40 SLOPED

(E W X

(E W X

(E W X

T.O.S. EL. 17'-0"

ALONG LINE 1

(E) W18X40 SLOPED

(E) 8" MASONRY SHEAR WALL BELOW

T.O.S. EL. 20'-7 1/2"

ALONG LINE 2

(E) 8" MASONRY SHEAR

WALL #5 BAR 24" O.C.

(TYP)

(E) W

6X25 (TYP)

SF131

SF131

4"

4"

SF131

SIM

SF131

SI

M

EXIST CRACK IN

VERTICAL MORTAR JOINT

EXIST 8" CMU

EXIST CONC WALL

V.I.F.

T/STEEL;

SEE PLAN

EXIST CRACK IN VERTICAL MORTAR

JOINT SHALL BE CLEANED AND

REPAIRED W/ AN EPOXY CRACK

REPAIR MORTAR MATERIAL ON BOTH

SIDES OF THE WALL

10MM HELICAL STAINLESS STEEL

SPIRAL WALL TIE. TIE SHALL EXTEND

MIN 4" INTO EACH WYTHE

T/WALL

EL 8'-0"+/-

(V.I.F.)

SF131

EXIST 8" CMU

10MM HELICAL STAINLESS STEEL

SPIRAL WALL TIE AT 8" O.C.

FULL HEIGHT OF CMU WALL.

PATCH THE TIE HOLE W/MORTAR

NOTE:

DO NOT DRILL OR CUT ANY EXISTING CMU WALL REINFORCING.

USE A NON-DESTRUCTIVE BAR DETECTION METHOD TO LOCATE

EXISTING REINFORCING PRIOR TO DRILLING.

TO AVOID EXIST REINF

4"+/-

ADJUST AS REQ'D

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL EXISTING

WASH BAY & MATERIAL STORAGE

SF131

SF DS

SCALE: 1/4" = 1'-0"1

EXISTING WASHBAY & MATERIAL STORAGE ROOF FRAMING PLAN:

CMU REPAIR

SCALE: 3/4" = 1'-0"2

SECTION - CMU WALL REPAIR CORNER ELEVATION

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

CMU REPAIR DETAIL

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL, CIVIL/LADSCAPE DRAWINGS FOR

SLOPES, DIMENSIONS, ELEVATIONS, AND INFORMATION NOT SHOWN.

3. REFER TO S-520 SERIES DRAWINGS FOR TYPICAL DETAILS.

1'-8"8"1'-8"

REFER TO

CIVIL/LANDSCAPE DWGS

8" CMU WALL

#6 @12" O.C. T&B

PAVING; REFER TO CIVIL/LANDSCAPE DWGS

(5) #6 T&B

CAP; REFER TO

CIVIL/LANDSCAPE DWGS

T/SLAB

REFER TO LANDSCAPE

DWGS

T/FTG

SEE PLAN

T/WALL

REFER TO

CIVIL/LANDSCAPE DWGS

M

IN

CONC. SLAB-ON-GRADE; SEE PLAN

VENEER; REFER TO CIVIL/LANDSCAPE DWGS

DOWELS TO MATCH

WALL REINF.

4" CMU; GROUT SOLID

#6 @16"

CONT. BOND BEAM

W/(2)#5

ISOLATION JOINT

6'-0" SQUARE

REFER TO CIVIL/LANDSCAPE

DWGS

16"X16" CMU COLUMN

(7)#6 E.W. T&B

PAVING; REFER TO CIVIL/LANDSCAPE DWGS

CAP; REFER TO

CIVIL/LANDSCAPE DWGS

T/SLAB

REFER TO LANDSCAPE

DWGS

T/FTG

SEE PLAN

T/WALL

REFER TO

CIVIL/LANDSCAPE DWGS

M

IN

CONC. SLAB-ON-GRADE; SEE PLAN

VENEER; REFER TO CIVIL/LANDSCAPE DWGS

4" CMU; GROUT SOLID

(4)#6 CMU COLUMN

REINF.

ISOLATION JOINT

SEE PLAN

10"

T/PAVING; REFER TO

CIVIL/LANDSCAPE

DWGS

4" COMPACTED

CRUSHED STONE

COMPACTED

SUBGRADE

(8)#5 HORIZ.

CONT.

#5 @12 E.F.

T/SLAB SLOPES

S E E

P

LA

N

6"

M

IN

ISOLATION JOINT

SLAB REINF;

SEE PLAN

#5 @12

T/PAVING

REFER TO

CIVIL/LANDSCAPE DWGS

#3 NOSING

BAR

M

IN

6"

#5 @12

CIVIL/LANDSCAPE DWGS

REFER TO

PAVING; REFER TO CIVIL/LANDSCAPE DWGS

T/SLAB

SEE PLAN

S E E

P

LA

N

C

IV

IL

LA

N D S C A P E

D W G S

R E F E R

TO

REFER TO LANDSCAPE DWGS

ISOLATION JOINT

8"8"8"

#5 @12" x3'-0"

CONC. SALB-ON-GRADE

T/FTG

SEE PLAN

T/SLAB

SLOPES

S E E

P

LA

N

SLAB REINF; SEE PLAN

#5 @12"

(3)#5 CONT.

M

IN

FIN. GRADE

#5 @12" E.W; E.F.

4"8"4"

CONC. SLAB/STAIRS;

SEE PLAN

#5 @12

(4)#5 CONT.

T/SLAB SLOPES

T/FTG

SEE PLAN

T/WALL

REFER TO CIVIL/LANDSCAPE

DWGS

M

IN

CONC. RAMP SLAB; SEE PLAN

DOVETAIL SLOTS EACH FACE; COORD. SPACING

W/VENEER ANCHORS; REFER TO CIVIL/LANDSCAPE DWGS

#5 @12" (TYP)

8" 8"

NOTE:

1. STEP SHELF AS REQUIRED TO

MAINTAIN 8" MINIMUM BELOW SALB.

N O

TE

M

IN

S E E

P

LA

N

T/SLAB VARIES

SEE PLAN

P

LA

N

S E E

N O

TE

M

IN

VENEER; REFER TO CIVIL/LANDSCAPE DWGS

CAP; REFER TO

CIVIL/LANDSCAPE DWGS

ISOLATION JOINT (TYP)

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL SITE

SECTIONS AND DETAILS

S-301

SF DS

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

SECTION

SCALE: 3/4" = 1'-0"2

SECTION

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

SECTION

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

SECTION

SCALE: 3/4" = 1'-0"5

SECTION

SCALE: 3/4" = 1'-0"6

SECTION

1'-0"1'-0"

FINISH GRADE/PAVING;

SEE CIVIL/LANDSCAPE DWGS

#8 @7"

5-#8 CONT.

#8 @7" HORIZ.

3"

TYP.

4"

3'-6"

M

IN

T/WALL

SEE CIVIL/LANDSCAPE

DWGS

#8 @12"

1'-0"1'-0"

FINISH GRADE/PAVING;

REFER TO CIVIL/LANDSCAPE DWGS

#8 @7" VERT.

"5-#8 CONT.

#8 @7" HORIZ. E.F.

CLR

2"

DOVETAIL SLOTS EACH FACE;

COORD. SPACING W/ VENEER ANCHORS.

REFER TO CIVIL/LANDSCAPE DWGS

CLR

2"

#8 @7" VERT.

DOWELS TO MATCH SIZE AND SPACING

OF VERT. REINF.

#8 TYP.

#8 @7"

CLR

3"

M

IN

C

LR3

T/LEDGE;

REFER TO CIVIL/LANDSCAPE DWGS

4'-4"

TYP.

5"

T/WALL

SEE CIVIL/LANDSCAPE DWGS

#8 @12"

NOTE:

1. PROVIDE 4" SHELF DIMENSION ALONG LONG PIER FACE.

S E E

P

LA

N

SEALANT

6" CONT. WATERSTOP CUT 50 PERCENT

OF HORIZ. REINF.

C JOINT; SEE PLAN

NOTES:

1. PROVIDE CONSTRUCTION JOINT AT MAXIMUM 20'-0" SPACING.

2. PROVIDE JOINT IN VENEER AT WALL CONSTRUCTION JOINT

LOCATIONS.

CONTROL JOINT

S E E

P

LA

N

EXPANSION JOINT FILLER,

BACKER ROD AND SEALANT

EACH SIDE

9" CONT. FLEXABLE WATERSTOP

FOR EXPANSION JOINT

DISCONTINUE 100 PERCENT

OF HORIZ. REINF.

C JOINT; SEE PLAN

NOTES:

1. PROVIDE EXPANSION JOINT AT CHANGE IN DIRECTION OF WALL,

WHERE TWO OR MORE WALLS COME TOGETHER FROM DIFFERENT

DIRECTIONS, AND AT 40'-0" ON CENTER MAXIMUM.

2. PROVIDE JOINT IN VENEER AT WALL EXPANSION JOINT LOCATIONS.

EXPANSION JOINT

BACKFILLED SIDE

EXPOSED SIDEEXPOSED SIDE

3/8" OR 1" CLR

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL SITE

SECTIONS AND DETAILS

S-302

SF DS

SCALE: 1/2" = 1'-0"1

SECTION

SCALE: 1/2" = 1'-0"2

SECTION

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

SECTION

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL AND CIVIL/LANDSCAPE DRAWINGS FOR

SLOPES, DIMENSIONS, ELEVATIONS, AND INFORMATION NOT SHOWN.

3'-0"1'-0"5'-0"

#7 @8" O.C.

FINISH GRADE;

SEE CIVIL/LANDSCAPE DWGS

ISOLATION JOINT

#7 @12" O.C.

#7 @12" EW; T&B

SLAB; SEE PLAN

T/SLAB

SEE PLAN

T/FTG

SEE PLAN

4" MIN. PORIUS FILL

WRAP POROUS FILL WITH

GEOTECTILE FABRIC

4" SLOPED DRAIN PIPE;

REFER TO CIVIL DWGS

M

IN

1'-0"1'-0"1'-0"

FINISH GRADE/PAVING;

SEE CIVIL/LANDSCAPE DWGS

ISOLATION JOINT

#7 @8" E.F.

#7 @12" O.C. T&B

SLAB; SEE PLAN

#7 @12" O.C. T&B

#7 @12" E.F.

METAL PANEL;

SEE ARCH DWGS

T/SLAB

SEE PLAN

T/FTG

SEE PLAN

T/WALL

SEE PLAN

M

IN

NOTE:

1. SEE 10/S-501 FOR ADDITIONAL

REINFORCING AT COLUMNS.

3'-0"1'-0"5'-0"

#7 @8" O.C.

FINISH GRADE;

SEE CIVIL/LANDSCAPE DWGS

ISOLATION JOINT

#7 @12" O.C.

#7 @12" EW; T&B

PAVEMENT; REFER TO CIVIL DWGS

T/PAVEMENT

REFER TO CIVIL DWGS

T/FTG

SEE PLAN

FACE OF WALL SHALL BE PATTERNED CONCRETE;

REFER TO ARCH/CIVIL/LANDSCAPE DWGS

4" MIN PORIUS FILL

WRAP POROUS FILL WITH

GEOTECTILE FABRIC

4" SLOPED DRAIN PIPE

M

IN

1'-0"1'-0"1'-0"

FINISH GRADE/PAVING;

SEE CIVIL/LANDSCAPE DWGS

#5 @12" DOWELS

#7 @12" O.C. T&B

SLOPE SLAB;

REFER TO ARCH DWGS

#7 @12" O.C. T&B

T/SLAB

SEE PLAN

T/FTG

SEE PLAN

1'-0"#7 @12" E.F, E.W.

48"

SLAB REINF; SEE PLAN

M

IN

GALV L2X2X1/4 CONT. W/ 3/8" DIA

X 4" LONG HEADED ANCHOR @2'-0"

O.C. TYP 3 SIDESSEE PLAN

SEE

PLAN

#5 CONT

PURLIN CONN. TO

PLATE BY PURLIN

MFR

T/PURLIN VARIES

SEE PLAN

STANDING SEAM METAL ROOF;

SEE ARCH DWGS

T/WALL SLOPES

'C' PURLIN; SEE PLAN

TOP & BOTTOM CHORD HORIZ

JOIST END BRACING; SEE PLAN

1/2" X 8" X CONT. PLATE

W/(2) 3/4" DIA X 6" HEADED

STUD ANCHORS @24" O.C.

WALL REINF; SEE

FOUNDATION DETAIL

CONC WALL

1'-0"

STANDING SEAM METAL ROOF;

SEE ARCH DWGS

T/WALL

SEE PLAN

'C' PURLIN; SEE PLAN

1/2" X 10" X 10" PLATE

W/(4) 3/4" DIA. X 6"

HEADED STUD ANCHORS

WALL REINF; SEE

FOUNDATION DETAIL

1'-0"

CONC WALL

STANDING SEAM METAL ROOF;

SEE ARCH. DWGS

T/STEEL

SEE PLAN

'C' PURLIN; SEE PLAN

WF BEAM; SEE PLAN

HSS COL;

SEE PLAN

GALV HSS 3 1/2 X 3 1/2 X

5/16 X CONT; COORD EXTENTS

W/ COILING DOOR MFR

5/16

T/WALL

SLOPES

3/4" PLATE X 12" WIDE X 21" DEEP

W/ 2 ROWS OF (3) 3/4" DIA X 8"

HEADED STUD ANCHORS (6 TOTAL)

1'-0"

T/STEEL

SEE PLAN

CONC. WALL

CONCRETE WALL;

SEE PLAN

TYP

1 3/4"

TY

P

(4) 3/4" DIA ANCHOR RODS WITH 18"

EMBEDMENT. PROVIDE STD HOLES IN

BASE PLATE OR OVERSIZED WASHERS

W/ STD HOLES WELDED ALL AROUND

TO BASE PLATE 5/16

3/4" X10" X1'-4" BASE PLATE

ON NON-SHRINK GROUT

(1" MIN/ 2" MAX)

HSS COLUMN;

SEE PLAN

NOTE:

1. PROVIDE (2) SETS OF #3 TIES @4" O.C.

AROUND (8) VERTICAL WALL BARS (4 E.F.)

CENTERED ON COLUMN. CONFIGURATION OF

TIES SHALL CONFORM TO ACI 318.

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL

SECTIONS AND DETAILS

S-501

SF DS

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

SECTION

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL AND CIVIL/LANDSCAPE DRAWINGS FOR

SLOPES, DIMENSIONS, ELEVATIONS, AND INFORMATION NOT SHOWN.

SCALE: 3/4" = 1'-0"2

SECTION

CALL 811

"KNOW WHAT'S BELOW"

" IT'S THE LAW "

UNDERGROUND UTILITIES

FOR FREE MARKOUTS TO LOCATE

CALL BEFORE YOU DIG

THE CONTRACTOR IS RESPONSIBLE TO LOCATE AND IDENTIFY ANY PUBLIC OR

PRIVATE UNDERGROUND UTILITY. FOR PUBLIC UTILITIES, CONTRACTORS MUST

CONTACT THE STATES UTILITY MARK OUT SYSTEM.

THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION OF ALL PUBLIC

UTILITIES AND ALL PRIVATE UTILITIES THAT MAY BE EXPOSED OR COULD BE

IMPACTED BY THE WORK AND ARE WITHIN AND ADJACENT TO ANY EXCAVATIONS OR

OR UNDERGROUND WORK.

THE CONTRACTOR SHALL ENLIST THE ASSISTANCE OF THE OWNER, ENGINEER, OR

CONSTRUCTION MANAGER TO OBTAIN THEIR OPINION AS TO THE LOCATIONS OF

UNDERGROUND UTILITIES THAT MAY EXIST WITHIN THE CONSTRUCTION AREA AND

THAT MAY OR MAY NOT BE PRESENTED IN THE CONTRACT DOCUMENTS.

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

SECTION

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

SECTION

SCALE: 3/4" = 1'-0"5

SECTION

SCALE: 3/4" = 1'-0"6

SECTION

SCALE: 3/4" = 1'-0"7

SECTION

SCALE: 1 1/2" = 1'-0"8

SECTION

SCALE: 3/4" = 1'-0"9

SECTION

SCALE: 3/4" = 1'-0"10

3'-6"1'-0"3'-6"

FINISH GRADE/PAVING;

SEE CIVIL/LANDSCAPE DWGS

ISOLATION JOINT

#6 @8" E.F.

#6 @12" O.C. T&B

SLAB; SEE PLAN

#6 @12" E.F.

METAL PANEL;

SEE ARCH DWGS

T/SLAB

SEE PLAN

T/FTG

SEE PLAN

T/WALL

SEE PLAN

M

IN

NOTE:

1. SEE 6,7,8/S-510 FOR ADDITIONAL REINFORCING AT COLUMNS.

STANDING SEAM METAL ROOF;

SEE ARCH DWGS

T/STEEL

SEE PLAN

'C' PURLIN; SEE PLAN

STANDING SEAM METAL ROOF;

SEE ARCH DWGS

T/STEEL

SEE PLAN

'C' PURLIN; SEE PLAN

3/4" CHAMFER

3"

SLAB REINF; SEE PLAN

C

LR2

10" 6"

FINISH GRADE;

REFER TO

CIVIL/LANDSCAPE

DWGS

4" COMPACTED

CRUSHED STONE

COMPACTED

SUBGRADE

T/SLAB; SEE PLAN

#5 @12" HORIZ CONT

#5 @12 E.F.

M

IN

T/STEEL SLOPES

SEE PLAN

PURLIN CONN. TO BEAM

BY PURLIN MFR

T/PURLIN VARIES

SEE PLAN

STANDING SEAM METAL ROOF;

SEE ARCH DWGS

WF BEAM; SEE PLAN

'C' PURLIN; SEE PLAN

CONCRETE WALL;

SEE PLAN

TYP

1 3/4"

TY

P

5/16

3/4" X10" X1'-4" BASE PLATE

ON NON-SHRINK GROUT

(1" MIN/ 2" MAX)

HSS COLUMN;

SEE PLAN

(4) 3/4" DIA ANCHOR RODS WITH 18"

EMBEDMENT. PROVIDE STD HOLES IN

BASE PLATE OR OVERSIZED WASHERS

W/ STD HOLES WELDED ALL AROUND

TO BASE PLATE

NOTE:

1. PROVIDE (2) SETS OF #3 TIES @4" O.C.

AROUND (8) VERTICAL WALL BARS (4 E.F.)

CENTERED ON COLUMN. CONFIGURATION OF

TIES SHALL CONFORM TO ACI 318.

CONCRETE WALL;

SEE PLAN

TYP

1 3/4"

TY

P

(8) 3/4" DIA X 0'-8"

HEADED STUD ANCHOR

5/16

3/4" BASE PLATE

ON NON-SHRINK GROUT

(1" MIN/ 2" MAX)

HSS COLUMN;

SEE PLAN

1'-6 1/2"

TY

P

NOTE:

1. PROVIDE (2) SETS OF #3 TIES @4" O.C. AROUND

(8) VERTICAL WALL BARS (4 E.F.) ALONG EACH SIDE

OF WALL AT CORNER (4 SETS TOTAL). CONFIGURATION

OF TIES SHALL CONFORM TO ACI 318.

(6) 3/4" DIA X 0'-8"

HEADED STUD ANCHOR

5/16

3/4" X10" X 1'-6 1/2" BASE

PLATE ON NON-SHRINK GROUT

(1" MIN/ 2" MAX)

HSS COLUMN;

SEE PLAN

TY

P

TYP

1 3/4"

CONCRETE WALL;

SEE PLAN

NOTE:

1. PROVIDE (2) SETS OF #3 TIES @4" O.C. AROUND

(8) VERTICAL WALL BARS (4 E.F.) CONFIGURATION

OF TIES SHALL CONFORM TO ACI 318.

3'-6"1'-0"

FINISH GRADE/PAVING;

REFER TO CIVIL/LANDSCAPE DWGS

ISOLATION JOINT

#6 @8" E.F.

#6 @12" O.C.

T&B

SLAB; SEE PLAN

#6 @12" E.F.

T/SLAB

SEE PLAN

T/FTG

SEE PLAN

M

IN

CFMF; REFER

TO ARCH DWGS

#6 @12" EF,EW

1'-0"

SEE PLAN

8"

1'-0"

(2) #6

SLAB; SEE PLAN

SEE ARCH DWGS

CFMF; REFER

TO ARCH DWGS

3/4" PLYWOOD;

REFER TO ARCH DWGS

STANDING SEAM METAL ROOFING;

REFER TO ARCH DWGS

METAL SIDING;

REFER TO ARCH

DWGS

The LA Group Aqua Engineering, Inc OCMI

RVi Miller-Remick LLC Mabbet

Leo A Daly ECS Mid-Atlantic LLC GIS Inc.

MBP Farland Corp

(518) 587-8100 (970) 372-6104 (202) 607-7575

(518) 480-0032 (856) 429-4000 (781) 275-6050

(612) 752-8709 (703) 471-8400 (205) 941-0442

(703) 641-9088 (508) 717-3479

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

MARCH 13, 2020

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

STRUCTURAL

SECTIONS AND DETAILS

S-510

SF DS

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

SECTION

SCALE: 1" = 1'-0"3

SECTION

SCALE: 1" = 1'-0"4

SECTION

SCALE: 3/4" = 1'-0"2

SECTION

SCALE: 1" = 1'-0"5

SECTION

GENERAL SHEET NOTES:

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING S-001.

2. REFER TO ARCHITECTURAL AND CIVIL/LANDSCAPE DRAWINGS FOR

SLOPES, DIMENSIONS, ELEVATIONS, AND INFORMATION NOT SHOWN.

SCALE: 3/4" = 1'-0"6

SECTION

SCALE: 3/4" = 1'-0"7

SECTION

SCALE: 3/4" = 1'-0"8

SECTION

SCALE: 3/4" = 1'-0"9

SECTION

SCALE: 3/4" = 1'-0"10

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

T/LEDGE

REFER TO CIVIL/

LANDSCAPE DWGS

T/WALL

REFER TO CIVIL DWGS

1'-8"

1'-2"

#6@10" DOWELS

FINAL GRADE

REFER TO CIVIL DWGS

#4@10"

GEO-FABRIC FILTER

CLEAN DRAINAGE

GRAVEL BACKFILL

CONT. 6" DIA. DRAIN PIPE

SLOPED 1/8" /FT TO DRAIN

#6@10" DOWELS

#6@10" VERT.

#4 @12" HORIZ. EF

FINAL GRADE

REFER TO CIVIL DWGS

#6@10" VERT.

DOVETAIL SLOTS; COORD. SPACING

W/ MASONRY ANCHORS. REFER TO

CIVIL/ LANDSCAPE DWGS

7 - #5 CONT.

#6 @12"

STONE VENEER TO MATCH ROSTRUM AND

CORTEGE BOOTH; REFER TO LANDSCAPE

AND ARCHITECTURAL DWGS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

Dwg. of 225

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

M

AI

N

EN

TR

Y

MAIN

ENTRY

BLDG. NO. 58002

PUBLIC

RESTROOM

BUILDING

FFE=170.00

BL

D

G .N

O .5

AD

M

IN

IS

TR

AT

IO

N/

PU

BL

IC

IN

FO

R M

AT

IO

N C

EN

TE

R (P

.I.

C.

BU

IL

DI

NG

FF

E=

0.

DRAIN

FIE

LD

TEST PITS

REQ'D

SHELTER

(FFE=136.70)

SEE SHEET

AE102

SITE SECURITY PLAN

SE101

LEGEND: VASS SECURITY NOTES:

ADMINISTRATIVE BUILDING AREA MAINTENANCE YARD

CCTV #1

CCTV #2

CCTV WARNING

SIGNAGE

CCTV #3

CCTV WARNING

CCTV #4

CCTV #5

CCTV #6

CCTV WARNING

SIGNAGE

NVR #2*

ACM #2*

*NOTE 9

NVR #1*

ACM #1*

*NOTE 9

CCTV #7

CCTV WARNING

SIGNAGE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

M06

M08

M07

M19

M05

M04

M09

M18

M03

M01

M02

M11

M10

M12

M13 M15

M14

M16

M17

M20

M21

M22M23

M24

M26

M25

EM EM

MD

MD MD

MD

MD

MD

MD

MD

MD

MD

DT

DT

DT

DT

DT

DT

DT

DT

DT

DT

DT

W

W W

W

W

W

W

NVR #1

ACM #1

IDS #1

A03

A01

A02

A04

A08

A12

A13

A14

A16

A15

A19

A20

A18

A21

A17

A22

A26 A27

A25

A24

A28

EM

EM

MD DT

DT

MD

DT

DT

MD

DT

MD DT

MD

DT

DT

DT

MD

DT

MD

MD

DT

DT

MD

DT

DT

DT

MD

W

W

W

W

W

W

W

W W

W

W W

W W

NVR #2

ACM #2 IDS #2

EM

NVR

ACM

DT

MD

W

DT

IDS

SECURITY FLOOR PLANS

SE102

SCALE: 1/8" = 1'-0"A BLDG 58004 - MAINTENANCE BUILDING

SCALE: 1/8" = 1'-0"B BLDG 58001 - ADMINISTRATION BUILDING

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

818PC2032

MARCH 13, 2020 JPW KAE Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

321 4 5 6 7 8 9 10

4501 Daly Drive, Suite 200 Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT