S06 ARCHITECTURAL DRAWINGS BULLETIN 2.pdf

4321 5

A

D

6.7 8 9 10

B

C

B.3

CC

BB

DD

E

C1

AE301

C6

AE301

F2

AE301

F1

AE302

F3

AE302

F8

AE302

F1

AE303

F6

AE301

103103

18' - 0" 21' - 0"

F3

AE303102

F6

AE303

F8

AE303

D.1

C.7

B.4

B.1

A.1

4.9

F6

AE302

122122122

122 122 122

124 124

C1

AE502

123123

CL CL

/8

C R

IC

K

E T

S

L O

P E

/8

" / 1 '-0

C R

IC

K

O

P E107

107 107 107

103103

M A

T C

H E

X

IS

T

R O

O F

S L O

P E

M A

T C

H E

X

IS

T

R O

O F

S L O

P E

/4

R

O O

F S

L O

P E

/4

R

O O

F S

L O

P E

208 208

116 116

103103

M A

T C

H E

X

IS

T

IN

G

R O

O F

S L O

P E

M A

T C

H E

X

IS

T

IN

G

R O

O F

S L O

P E

103103

1/8"/1'-0"

1/8" / 1'-0"

C R

IC

K

LO

P E33'-4 5/8"

33'-4 5/8"

1/ 8"

1'

-0

C R

IC

K

LO

P E

/8

C R

IC

K

O

P E

/8

" / 1 '-0

C R

IC

K

O

P E33'-10 7/8"

33'-10 1/8"

33'-9 3/8"

33'-9"

33'-9 7/8"

33'-10 3/4"

33'-10"

33'-10 7/8"

34'-5 7/8"34'-5 1/8"

34'-4 7/8" 34'-4 7/8"

34'-5 1/8" 34'-5 7/8"

34'-4 7/8"34'-4 7/8"

34'-5 1/8" 34'-5 7/8"

34'-4 7/8"34'-4 7/8"

33'-8"

33'-8 1/4"

33'-7 3/4"

33'-8"

33'-8 1/4"

14'-8 3/4"

14'-9 1/8"

14'-9"

14'-9 3/8"

14'-9"

107107

33'-7 7/8" 33'-8 5/8"

33'-7 7/8"33'-7 7/8"

107 107 107

33'-5 5/8"

33'-4 5/8"33'-6"

1/ 8"

/1 '-0

1/ 8"

/1 '-0

" 1/8"/1'-0"

33'-5 5/8"

33'-5 7/8"

33'-6"

33'-5 7/8"

CL

1.2

14'-11"

14'-8 3/4"

103103

5'

/8

33'-4 1/2"33'-4 1/2"

122 122 122

14'-10 5/8"

A.4

33'-9 1/8"

33'-9 3/8"

M A

T C

H E

X

IS

T

R O

O F

S L O

P E

128128

122 122

122122

33'-9 5/8"

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

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t

PLAN

NORTH ACTUAL

NORTH

KEYPLAN

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:4

:3

A

M

AE104

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

FLOOR PLAN

ROOF

1/4" = 1'-0"E1 ROOF PLAN

GENERAL NOTES

1. EXISTING ROOF CONDITIONS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE BASED ON THE INFORMATION OBTAINED

FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND SHALL NOT BE CONSTRUED AS "AS BUILT". THE CONTRACTOR SHALL

FIELD SURVEY EXISTING CONDITIONS PRIOR TO ONSET OF CONSTRUCTION.

2. ALL ROOFING DETAILS SHOWN ARE DIAGRAMMATIC IN NATURE DUE TO THE NUMBER AND VARYING CONDITIONS ON THE ROOF.

CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

3. ALL ROOF FLASHING SHALL BE RUN UNDER COPING, ABOVE THE NEW ROOF.

4. PROVIDE FLASHING FOR ALL NEW ROOF PENETRATING PIPES.

5. REFERENCE ROOF DETAILS SHEET FOR TYPICAL ROOF CONDITIONS.

KEYED NOTES

31 PROVIDE NEW FLASHING FOR EXISTING PIPING; REF. MECHANICAL DWGS

102 SCUPPER AND DOWNSPOUT, 4"x4" SIZE

103 WHITE PVC MEMBRANE ROOF OVER 5/8" RECOVERY BOARD. - REF. SPECIFICATIONS

105 EXISTING ROOF HATCH TO REMAIN

107 BUILT-UP ROOF CRICKET OVER EXISTING ROOF STRUCTURE. PROVIDE LIGHTWEIGHT CONCRETE TOPPING FORM AT EXISTING

CONCRETE ROOFS. VERIFY ROOF STRUCTURAL SYSTEM IN THE FIELD PRIOR TO RE-ROOFING.

116 OVERFLOW SCUPPER; REF. EXTERIOR ELEVATIONS

122 NEW ROOF EQUIPMENT; REF. MECHANICAL

123 NEW ROOF DRAIN AT EXISTING LOCATION; REF. MECHANICAL

124 NEW ROOF EXPANSION JOINT; REF. DETAIL

128 PROVIDE FLASHING FOR NEW ROOF PENETRATING PIPE

138 ROOF EQUIPMENT, REF. MECHANICAL

208 PREFINISHED METAL COPING

402 BUILT-UP RIGID INSULATION ROOF CRICKET W/POLYISO INSULATION, RECOVERY BOARD, AND PVC MEMBRANE - REF.

SPECIFICATIONS.

NO. DESCRIPTION DATE

2 BULLETIN NO. 2 07/12/2022

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

E

PREFINISHED METAL COPING

FACE BRICK

-MATCH EXISTING

CMU

PREFINISHED METAL

THRU WALL FLASHING

GROUT SOLID BELOW

FLASHING

WEEPS @ 32" OC

PVC ROOFING OVER

5/8" RECOVERY BOARD

OVER RIGID INSULATION

OVER MTL. DECK - REF.

SPECIFICATIONS.

CONCRETE SLAB -

REF. STRUCTURAL

RUN PVC ROOF UNDER COPING

BUILD-UP ROOF CRICKET

CONCRETE SLAB ON

GRANULAR FILL

CONCRETE FOUNDATION

AND FOOTING - REF.

STRUCTURAL

AE502

F6

STEEL BEAM

- SEE STRUCTURAL

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

T.O. PARAPET

36' - 5"

STEEL BEAM

- SEE STRUCTURAL

5" 2'

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

E

FACE BRICK

-MATCH EXISTING

CMU

METAL THRU WALL

FLASHING

GROUT SOLID BELOW

FLASHING

WEEPS @ 32" OC

STEEL BEAM

-SEE STRUCTURAL

CONCRETE SLAB -

REF. STRUCTURAL

AE601

F9

OVERFLOW SCUPPER

PREFINISHED METAL COPING

PVC ROOFING OVER

5/8" RECOVERY BOARD

OVER RIGID INSULATION

OVER MTL. DECK- REF.

SPECIFICATIONS.

RUN PVC ROOF UNDER COPING

BUILD-UP ROOF CRICKET

CMU

STEEL LINTEL

WINDOW SILL

FACE BRICK

-MATCH EXISTING

FACE BRICK

-MATCH EXISTING

STEEL LINTEL

STEEL LINTEL

CONCRETE SLAB ON

GRANULAR FILL

CONCRETE FOUNDATION

AND FOOTING - REF.

STRUCTURAL

AE601

F9

CMU BOND BEAM

SOLID GROUTED

LINTEL

CMU BOND BEAM

AE502

F3

CATWALK PLATFORM

-SEE STRUCTURAL

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

T.O. PARAPET

36' - 5"

7'

6'

3'

9'

3'

6'

1'

AE601

D9

AE601

D9

8" 2'

1'

2'

4'

CMU

WINDOW, BLAST RATED

LOUVER, BLAST RATED

WINDOW, BLAST RATED

/8

SOLID GROUTED

LINTEL

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

A

AE505

C5

AE505

F5

OVERHEAD DOOR,

BLAST RATED

EXISTING

MASONRY WALL

PVC ROOF OVER 5/8" RECOVERY BOARD

EXISTING ROOF STRUCTURE

EXISTING WALL

CONCRETE SLAB -

REF. STRUCTURAL

EXISTING PRECAST

CONCRETE

PARAPET CAP

CONCRETE SLAB ON

GRANULAR FILL

EXISTING CONCRETE

FOUNDATION AND FOOTING

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

T.O. PARAPET

36' - 5"

EXISTING CONC.

DECK ON STEEL

PREFINISHED METAL COPING -

MATCH EXISTING PROFILE

RUN PVC ROOF UNDER COPING

1' - 1 1/2"

FACE BRICK

-MATCH EXISTING

STRUCTURAL OPENING

FRAME, REF. STRUCTURAL

PREFINISHED METAL

THRU WALL FLASHING

CMU

NEW STRUCTURAL

BACKUP WALL; REF.

STRUCTURAL

DOOR STEEL FRAME;

REF. STRUCTURAL DWGS

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

T.O. PARAPET

36' - 5"

4.9

CONCRETE SLAB -

REF. STRUCTURAL

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

EXISTING WALL CONCRETE SLAB ON

GRANULAR FILL

EXISTING CONCRETE

FOUNDATION AND FOOTING

AE505

F1

2'

4'

R .O

4'

9'

/8

/8

2'

MTL LOUVER,

BLAST RATED;

REF. MECHANICAL

EXISTING

MASONRY WALL

CMU BOND BEAM

FACE BRICK

-MATCH EXISTING

STEEL LINTEL

PREFINISHED METAL

THRU WALL FLASHING

PVC ROOF OVER 5/8" RECOVERY BOARD.

EXISTING ROOF STRUCTURE

EXISTING PRECAST

CONCRETE

PARAPET CAP

EXISTING CONC. DECK

ON STEEL

PREFINISHED METAL

COPING - MATCH EXISTING

PROFILE

RUN PVC ROOF UNDER COPING

1' - 1 1/2"

CMU

FACE BRICK

-MATCH EXISTING

STEEL LINTEL

PREFINISHED METAL

THRU WALL FLASHING

DOOR, BLAST RATED

9'

/8

/8

NEW STRUCTURAL

BACKUP WALL; REF.

STRUCTURAL

H-FRAME WITH HSS

STRUCTURAL MEMBERS; REF.

STRUCTURAL

AE505

B3

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

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:4

:3

A

M

AE302

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

WALL SECTIONS

1/2" = 1'-0"F1 EXTERIOR WALL SECTION

1/2" = 1'-0"F3 EXTERIOR WALL SECTION

1/2" = 1'-0"F8 EXTERIOR WALL SECTION

1/2" = 1'-0"F6 EXTERIOR WALL SECTION

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

AE505

C7

PREFINISHED METAL

COPING

FACE BRICK

-MATCH EXISTING

CMU

8' x 8' PREFIN. ALUM.

BLAST RATED EXHAUST

LOUVER w/ BIRD SCREEN

RE:MECH.

PVC ROOFING OVER

5/8" RECOVERY BOARD

OVER RIGID INSULATION

OVER MTL. DECK- REF.

SPECIFICATIONS

ROOF TRUSS

-SEE STRUCTURAL

METAL ROOF DECK

-SEE STRUCTURAL

CONCRETE SLAB -

REF. STRUCTURAL

RUN PVC ROOF UNDER

COPING

EXT. PAVING, RE: CIVIL

6'

R .O

3'

CONCRETE SLAB ON

GRANULAR FILL

CONCRETE FOUNDATION

AND FOOTING - REF.

STRUCTURAL

AE505

F7

AE502

F6

METAL DECK

-SEE STRUCTURAL

T.O. PARAPET

36' - 5"

4.9

CONCRETE SLAB

WITH SUPPORT -

REF. STRUCTURAL

STEEL BEAM

SEE STRUCTURAL

AE502

D2

PREFINISHED METAL

THRU WALL FLASHING

CMU BOND BEAM

FACE BRICK

-MATCH EXISTING

STEEL LINTEL

RE: STRUCT.

2'

8" 8'

3'

2'

5"

H-FRAME WITH HSS

STRUCTURAL MEMBERS; REF.

STRUCTURAL

OVERHEAD COILING DOOR

W/ CATCH SYSTEM

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

E

PREFINISHED METAL COPING

FACE BRICK

-MATCH EXISTING

CMU

PREFINISHED METAL

THRU WALL FLASHING

PVC ROOFING OVER

5/8" RECOVERY BOARD

OVER RIGID INSULATION

OVER MTL. DECK- REF.

SPECIFICATIONS.

STEEL BEAM

-SEE STRUCTURAL

CONCRETE SLAB -

REF. STRUCTURAL

RUN PVC ROOF UNDER COPING

BUILD-UP ROOF CRICKET

CONT. CMU BOND

BEAM, REF. STRUC.

FACE BRICK

-MATCH EXISTING

STEEL LINTEL

REF: STRUCT.

DOOR

CONCRETE SLAB ON

GRANULAR FILL

CONCRETE FOUNDATION

AND FOOTING - REF.

STRUCTURAL

AE505

B3

AE505

E3

AE502

F6

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

T.O. PARAPET

36' - 5"

STEEL BEAM

-SEE STRUCTURAL

5" 2'

2'

7'

R

.O

2'

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

CONCRETE SLAB -

REF. STRUCTURAL

DOOR, BLAST RATED

AE505

B3

AE505

F1

PVC ROOF OVER 5/8" RECOVERY BOARD.

EXISTING PRECAST

CONCRETE

PARAPET CAP

EXISTING ROOF STRUCTURE

EXISTING TRUCTURAL

COLUMN BEYOND

CMU

FACE BRICK

-MATCH EXISTING

STEEL LINTEL

PREFINISHED METAL

THRU WALL FLASHING

EXISTING

MASONRY WALL

CONCRETE SLAB ON

GRANULAR FILL

EXISTING CONCRETE

FOUNDATION AND FOOTING

CONC. STAIR LANDING

-REF. TYPICAL STAIR

DETAILS & STRUCT. DWGS

EXISTING CMU

ACOUSTICAL TILE CEILING -

REF. SCHEDULE

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

ACOUSTICAL

TILE CEILING -

REF. SCHEDULE

T.O. PARAPET

36' - 5"

EXISTING CONC. DECK

ON STEEL

FIN GRADE,

RE: CIVIL

CONCRETE SLAB -

REF. STRUCTURAL

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

1 1/2" STEEL PIPE

HANDRAIL (TYP.)

PREFINISHED METAL

COPING - MATCH EXISTING

PROFILE

RUN PVC ROOF UNDER COPING

1' - 1 1/2"

C2

AE501

8'

2'

7'

2'

1'

0"

7'

R .O

1.2

NEW STRUCTURAL BACKUP

WALL; RE STRUCTURAL

NEW STRUCTURAL BACKUP

WALL BEYOND; RE STRUCTURAL

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

CONCRETE SLAB -

REF. STRUCTURAL

PVC ROOF OVER 5/8" RECOVERY BOARD.

EXISTING PRECAST

CONCRETE

PARAPET CAP

EXISTING TRUCTURAL

COLUMN BEYOND

EXISTING

MASONRY WALL

EXISTING

CONCRETE SLAB

EXISTING CONCRETE

FOUNDATION AND FOOTING

EXISTING CMU

EXIST. CMU

BOND BEAM V.I.F.

EXISTING

MASONRY WALL

EXISTING CMU

STEEL BEAM

-SEE STRUCTURAL

METAL DECK

-SEE STRUCTURAL

ACOUSTICAL TILE CEILING -

REF. SCHEDULE

T.O. PARAPET

36' - 5"

EXISTING CONC. DECK

ON STEEL

PREFINISHED METAL

COPING - MATCH EXISTING

PROFILE

RUN PVC ROOF UNDER COPING

1' - 1 1/2"

STEEL BEAM

-SEE STRUCTURAL

EXISTING ROOF STRUCTURE

2'

7'

2'

5'

/8

5'

V .I.

F

1'

/8

FIN.GRADE

REF: CIVIL

1.2

NEW STRUCTURAL BACKUP

WALL; REF. STRUCTURAL

LOUVER, BLAST RATED

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

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:4

:3

A

M

AE303

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

WALL SECTIONS

1/2" = 1'-0"F1 EXTERIOR WALL SECTION

1/2" = 1'-0"F3 EXTERIOR WALL SECTION

1/2" = 1'-0"F6 EXTERIOR WALL SECTION

1/2" = 1'-0"F8 EXTERIOR WALL SECTION

NO. DESCRIPTION DATE

1 ARCH. COORDINATION

ANNEX ROOF

14' - 4 9/16"

A A.1

ANNEX PARAPET

17' - 10 1/2"

CONCRETE FOUNDATION

AND FOOTING - REF.

STRUCTURAL

PREFINISHED METAL

THRU WALL FLASHING

CMU BOND BEAM

FACE BRICK

-MATCH EXISTING

STEEL LINTEL

RE: STRUCT.

DOOR

PREFINISHED METAL COPING

PVC ROOFING OVER

5/8" RECOVERY BOARD

OVER RIGID INSULATION

OVER MTL. DECK- REF.

SPECIFICATIONS.

STEEL BEAM

-SEE STRUCTURAL

RUN PVC ROOF UNDER COPING

BUILD-UP ROOF CRICKET

FACE BRICK

-MATCH EXISTING

CMU,

9'

7/ 8"

7'

AE502

F8

AE505

B3

MAIN LEVEL

0' - 0"

ANNEX ROOF

14' - 4 9/16"

ANNEX PARAPET

17' - 10 1/2"

PREFINISHED METAL

THRU WALL FLASHING

GROUT SOLID BELOW

FLASHING

WEEPS @ 32" OC

CONCRETE SLAB ON

GRANULAR FILL

CONCRETE FOUNDATION

AND FOOTING - REF.

STRUCTURAL

PREFINISHED METAL COPING

PVC ROOFING OVER

5/8" RECOVERY BOARD

OVER RIGID INSULATION

OVER MTL. DECK- REF.

SPECIFICATIONS.

RUN PVC ROOF UNDER COPING

STEEL BEAM

- SEE STRUCTURAL

FACE BRICK

-MATCH EXISTING

CMU

/8

5"

AE502

F8

BEARING BOND

BEAM - SEE STRUCT.

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

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:4

:3

A

M

AE304

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

WALL SECTIONS

1/2" = 1'-0"F1 EXTERIOR WALL SECTION

1/2" = 1'-0"F3 EXTERIOR WALL SECTION

FACE BRICK (ALIGN FINISH FACE

WITH EXISTING TO REMAIN)

8" CMU WALL W/

#5 REBAR@24"

EXISTING

MASONRY WALL

SEALANT AND

BACKER ROD

COMPRESSIBLE FILLER

SEALANT AND

BACKER ROD

R E

F . S

T R

U C

M A

X . E

X P

EXISTING COLUMN;

REF. STRUCTURAL

7 5/8"

1' - 0 3/4"

3 5/8"

TRUSS TYPE JT.

REINFORCING w/

ADJ. WYTHE TIES @

16" VERT. O.C. MIN.

(RE: STRUCT.)

PREMANUFACTURED SHEET METAL

WALL COPING SYSTEM W/S.S.

FASTENERS SPACED PER MANUF.

CONT. CLEAT EA. SIDE -PREFINISHED

PAINT. REFERENCE EXTERIOR

ELEVATIONS

1/2" ANCHOR BOLT @48" O.C. W/

WASHER AND COUNTERSUNK NUT

(2) TREATED 3/4" PLYWOOD

GROUTED CMU LINTEL BLOCK

1 0

6"

1' - 0 3/4"

ANCHOR GROUTED INTO LINTEL BLOCK

CMU, THKNS PER WALL

SECTION

RUN PVC ROOF UNDER COPING

SLOPE TO ROOF @ 3/4"/FT. MIN

PVC ROOF SYSTEM

SLOPE TO ROOF @ 3/4"/FT. MIN

SCUPPER

FIRE-RETARDANT WOOD BLOCKING

AS REQUIRED

DOWNSPOUT

ROOF-SIDE FLANGE

CLOSURE FLANGE

WITH CONTINUOUS

BAND OF SEALANT

CONTINUOUS CLEAT

PVC ROOFING EDGE SEAM

CENTERED ON SCUPPER SLEEVE

GROUTED CMU LINTEL BLOCK

8" CMU

MASONRY ANCHORS @ 16" VERT.

METAL SLEEVE

AE502

F6

RUN PVC ROOF UNDER COPING

O P

E N

IN

G

1' -4

"W . x

0"

H

CUT/GROUT FILL CMU TO

MATCH ROOF ELEV. V.I.F.

V .I.

F

1/ 2"

NAILER, BUILT-UP TREATED

PLYWOOD BLOCKING

COUNTERSINK ANCHOR

STEEL LINTEL

FLOOR/WALL EXP. JT COVER

RUBBER GASKET

EXISTING OR NEW WALL

CONCRETE SLAB -

REF. STRUCTURAL

EXP. REF. STRUCTURAL

PVC ROOF SYSTEM

SLOPE TO ROOF @ 3/4"/FT. MIN

OVERFLOW SCUPPER

WOOD BLOCKING,

AS REQUIRED

LAP SEALANT

PVC FLASHING

CLEAT, AS REQUIRED

GROUTED CMU

LINTEL BLOCK

8" CMU W/ #5 REBAR@24"

MASONRY ANCHORS

@ 16" VERT.

5/

8"

1/

2"

O P

E N

IN

G

1' -4

"W . x

0"

H

2"

LAP SEALANT

SEALANT w/ BACKER ROD

LAP SEALANT

METAL SLEEVE

RUN PVC ROOF UNDER COPING

AE502

F6

NAILER, BUILT-UP TREATED

PLYWOOD BLOCKING

COUNTERSINK ANCHOR

STEEL LINTEL

R E

F . S

T R

U C

T U

R A

L

M A

X . E

X P

FACE BRICK

EXISTING

MASONRY WALL

8" CMU WALL

SEALANT AND BACKER ROD

COMPRESSIBLE FILLER

SEALANT AND

BACKER ROD

EXISTING COLUMN;

REF. STRUCTURAL

TRUSS TYPE JT.

REINFORCING w/

ADJ. WYTHE TIES @

16" VERT. O.C. MIN.

(RE: STRUCT.)

7 5/8"

1' - 0 3/4"

3 5/8"

4"

STL. JOIST TOP CHORD (SEE STRUCT.)

LAP SEALANT

PVC ROOF SYSTEM

(2) TREATED 2x6 WOOD BLOCKING

(STAGGER & OFFSET FASTENERS)

EA. SIDE.

NOTES:

1. COMPRESSIBLE TUBE DIAMETER MUST EXCEED THE DECK

OPENING BY 50% MIN. OR DESIGNED MOVEMENT (WHICHEVER IS GREATER).

2. SEAL FASTENER HEADS WITH GENERAL PURPOSE SEALANT.

3. FLASHING SET IN SPLICE ADHESIVE OVER FIELD SEAM EXTENDING 3" ON TO FIELD

MEMBRANE WITH CONTINUOUS LAP SEALANT ON ALL FOUR SIDES.

4. COMPRESSIBLE INSUL. WITH INSULATION RETAINER (BY ROOFING CONTRACTOR).

6. FIELD MEMBRANE FORMED INTO RETAINER TO SUPPORT FOAM ROD.

MTL. ROOF DECK (SEE STRUCT.)

STRUCTURAL BEAM (SEE STRUCT.)

BONDING ADHESIVE

SOLID FOAM COMPRESSIBLE TUBE

(SEE NOTE #1)

PVC MEMBRANE (NOT ADHERED

TO COMPRESSIBLE TUBE)

REF. STUC.

MAX. EXP.

COMPRESSIBLE INSULATION (SEE

NOTE #4)

VAPOR RETARDER

PVC MEMBRANE

EXIST. PARAPET WALL

REGLET ATTACHED TO EXISTING

PRECAST CONCRETE

PARAPET CAP

PREFINISHED METAL COPING -

MATCH EXISTING PROFILE

B

FACE BRICK

12" CMU WALL,

RE. STRUCTURAL

COMPRESSIBLE

FILLER

SEALANT AND

BACKER ROD

EXIST.

MASONRY

WALL

12" CMU WALL,

RE. STRUCTURAL

1' - 4 3/4"

3 5/8" 11 5/8"

11 5/8"

/8

R E

F . S

T R

U C

T U

R A

L

M A

X . E

X P

REF. STRUCTURAL

MAX. EXP.

BBB.4

1' - 4 3/4"

3 5/8"11 5/8"

R E

F . S

T R

U C

T U

R A

L

M A

X . E

X P

FACE BRICK

12" CMU WALL,

RE. STRUCTURAL

SEALANT AND

BACKER ROD

COMPRESSIBLE

FILLER

SEALANT AND

BACKER ROD

EXISTING

MASONRY WALL

PREMANUFACTURED SHEET METAL

WALL COPING SYSTEM W/S.S.

FASTENERS SPACED PER MANUF.

CONT. CLEAT EA. SIDE -PREFINISHED

PAINT. REFERENCE EXTERIOR

ELEVATIONS

1/2" ANCHOR BOLT @48" O.C. W/

WASHER AND COUNTERSUNK NUT

(2) TREATED 3/4" PLYWOOD

GROUTED CMU LINTEL BLOCK

1 0

6"

1' - 4 3/4"

ANCHOR GROUTED INTO LINTEL BLOCK

CMU, THKNS PER WALL

SECTION

RUN PVC ROOF UNDER COPING

SLOPE TO ROOF @ 3/4"/FT. MIN

EXISTING EXTERIOR

WALL

EXISTING WINDOW

FRAME

NEW INFILL PANEL

WITH PREFINISHED

METAL FACE.

EXISTING EXTERIOR

WALL

CUT OPENINGS FOR

TEMP. PIPE

CONNECTIONS IN-FIELD;

REF. MECHANICAL

FLOOR EXP. JT COVER CONCRETE SLAB -

REF. STRUCTURAL

EXP. REF. STRUCTURAL

EXISTING

CONCRETE SLAB

6" CMU WALL

SEALANT AND

BACKER ROD

COMPRESSIBLE

FILLER

SEALANT AND

BACKER ROD

6" CMU WALL

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

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:4

:3

A

M

AE502

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

EXTERIOR DETAILS

1 1/2" = 1'-0"D3 EXTERIOR WALL EXPANSION DETAIL

1 1/2" = 1'-0"F6 DETAIL @ PARAPET CAP

1 1/2" = 1'-0"F1 SECTION @ ROOF SCUPPER

EXPANSION DETAILS

PARAPET DETAILS

1 1/2" = 1'-0"D2 EXPANSION JOINT - WALL & FLOOR

1 1/2" = 1'-0"F3 SECTION @ OVERFLOW SCUPPER

1 1/2" = 1'-0"C3 EXTERIOR WALL CORNER EXPANSION DETAIL

3" = 1'-0"C1 ROOF EXPANSION @ PARAPET

1 1/2" = 1'-0"C6 EXT. TRANSFORMER CORNER EXPANSION DETAIL

1 1/2" = 1'-0"D6 EXTERIOR TFR EXPANSION DETAIL

1 1/2" = 1'-0"F8 DETAIL @ ANNEX PARAPET CAP

1 1/2" = 1'-0"D9 WINDOW INFILL PANEL DETAIL

1 1/2" = 1'-0"B8 EXPANSION JOINT - FLOOR TO FLOOR

1 1/2" = 1'-0"A8 INTERIOR WALL EXPANSION DETAIL

P.T. 2X WOOD NAILER

MEMBRANE FLASHING EXTENDED UP &

OVER PREFAB. RAIL - WRAP CORNERS

W/ FIBER TAPE & FLASHING CEMENT

PREFAB. EQUIP. CURB

METAL COUNTERFLASHING

M

IN

1'

4"

PVC ROOF

MEMBRANE FLASHING

3"

8"

ROOF DECK

16" x 16" - MIN. 30 POUND CONC.

PAVER (LOOSE LAID ON WALK

PAD)

MOLDED RECYCLED PLASTIC CURB

MECHANICALLY FASTENED TO CONC.

PAVER AT 10' MAX. (ALT. 4X4 TREATED

WOOD BLOCKING 8" LONG SECURED TO

CONC. PAVER)

PAINT GAS PIPING SAFETY YELLOW -

COORD. LOCATIONS W/ MECH. (GAS

LINE HEIGHT TO BE ADEQUATE FOR

DIRT LEGS)

PVC ROOF

PIPE STRAP AT 20'-0" MAX. SIZED TO

HOLD PIPE ON SUPPORT WITHOUT

RESTRICTING

EXPANSION/CONTRACTION

MOVEMENT OF PIPING

MIN.

3"

MIN.

3"

STEEL PIPE, NOMINAL SIZE OF

PIPE (IN)

SPACING OF

SUPPORTS (FT)

1/2

3/4 OR 1

1 1/4 OR LARGER

(HORIZONTAL)

APPROVED SEALANT

THRU-ROOF CONDUCTOR - ATTACHED

TO METAL DECK

PVC ROOF

PRE-MOLDED PIPE SEAL

STAINLESS STEEL CLAMPING

RING

LIGHTNING PROTECTION CONDUCTOR

LIGHTNING PROTECTION

CONDUCTOR

4"

ADHESIVE PRESSURE TREATED WD.

BLOCKING AS REQD. TO LEVEL

MECHANICAL UNIT

THRU BOLT CURB TO FRAMING

2 X 2 PRESSURE TREATED WD. BLOCKING

SEALANT TAPE

MECHANICAL UNIT

TERMINATION BAR FASTENED @

12" O.C. W/ SEALANT AT TOP OF

BAR

GALVANIZED COUNTER

FLASHING

INSULATED PRE-FAB

CURB MIN. 12" HIGH

FULLY ADHERED MEMBRANE

PVC ROOF

STL. DECK

SCREW & WASHER @ 12" O.C.

SECUREMENT STRIP

REF: STRUCTURAL FOR

ADDITIONAL FRAMING AT

OPENING

STL. ANGLE

ROOF DRAIN INSUL.

STL. DECK

PRIMARY ROOF DRAIN

PVC ROOF SYSTEM

TO BE CONT. TO

DRAIN

DECK CLAMP

ROOF TAPER

NOTE: INSTALL SECONDARY OVERFLOW DRAIN; REF.

ROOF PLAN FOR LOCATION AND PLUMBING DWGS.

WATER CUT-OFF MASTIC

VENT PIPE

PVC ROOF

LAP SEALANT

SPLICING CEMENT

PVC ROOF ON 5/8" COVER

BOARD & CONC. DECK ON STEEL

PRE-MOLDED PIPE SEAL

STAINLESS STEEL CLAMPING

RING

REMOVE 3/4" DEPTH OF MORTAR IN

HORIZONTAL AND VERTICAL JOINTS

OR UNTIL SOUND MORTAR IS

FOUND. REMOVE DUST AND

DEBRISE BY BRUSHING, AIR OR

WATER (NO WATER IF

TEMPERATURE IS BELOW

FREEZING).

INSTALL OF TUCK POINT

MORTAR PER

SPECIFICATIONS 04 05 13

MASONRY TUCK POINTING 3.3

EXISTING BRICK

VENEER

MASONRY UNIT

OR UNITS TO

BE REMOVED

1. SAW CUT OUT MORTAR JOINTS

SURROUNDING MASONRY UNITS TO BE

REMOVED OR REPLACED.

2. UNITS REMOVED MAY BE BROKEN OR

REMOVED, PROVIDING SURROUNDING

UNITS TO REMAIN ARE NOT DAMAGED.

3. ONCE UNITS ARE REMOVED, CAREFULLY

CHISEL OUT THE OLD MORTAR AND

REMOVE DUST AND DEBRIS.

4. IF UNITS ARE LOCATED ON EXTERIOR

WYTHE OF A CAVITY OR VENEER WALL,

EXCERCISE CARE TO PREVENT DEBRIS

FROM FALLING INTO CAVITY.

5. INSTALL NEW MASONRY UNITS PER

SPECIFICATION SECTION 04 20 00

E

8" CMU WALL W/

#5 REBAR@24"

FACE BRICK

WIDE FLANGE STL.

COLUMN (RE: STRUCT.)

5/

8"

1/

8"

1'

/4

/8

5/

8"

5 1/8"

1' - 0 3/4"

7 5/8"

6" 7 1/4"

4"

4"

1.2

8" CMU WALL

FACE BRICK

6" CMU WALL

THERMALLY BROKEN ALUM.

FRAME w/ INSUL. GLASS

BULLNOSE CMU

@ JAMB

5/

8"

1/

8"

1'

/4 " 7

5/ 8"

7 5/8"

1' - 3 5/8"

5 5/8" 3"

1/ 8"

RUBBER OR P.V.C.

CONTROL JT. FILLER

SEALANT AND BACKER

ROD - EACH SIDE

C

8" CMU WALL INFILL

WHERE LOUVER

USED TO BE

FACE BRICK INFILL;

MATCH EXISTING

BRICK

6" CMU WALL

EXISTING MASONRY

WALL

EXISTING STL.

COLUMN (RE:

STRUCT.)

MATCH. EXIST.

RUBBER OR P.V.C.

CONTROL JT. FILLER

SEALANT AND BACKER

ROD - EACH SIDE

1.2

4' - 0"

MASONRY WALL

MASONRY WALL

WIDE FLANGE STL.

COLUMN (RE: STRUCT.)

PREFINISHED 24 GA.

GALVALUME FORMED

METAL ROOFING, MOUNT

TO STRUCTURE

4:12 SLOPE

F9

AE503

2X2 WELDED TUBE STEEL

FRAMING BELOW; REF.

STRUCTURAL 4' - 0"

PREFINISHED 24 GA. GALVALUME

FORMED METAL ROOFING,

MECHANICALLY FASTENED. MATCH

SHEET METAL FLASHING AND

REGLET CUT AND SEALED INTO

MASONRY

2X2 WELDED TUBE STEEL

STRUCTURE; REF. STRUCTURAL

MASONRY WALL

SHEET METAL FLASHING

AND REGLET W/ SEALANT

ANCHOR TO MASONRY WALL ,

REF. STRUCTURAL

7' - 0"

ABOVE CONC. SLAB

4:12 SLOPE

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

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502)836-4232

ARCHITECTURAL

/1

/2

:4

:3

A

M

AE503

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 JBS/MKL EXB/CEM0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

EXTERIOR DETAILS

1 1/2" = 1'-0"B6 ROOF DETAIL AT PREFAB CURB

1 1/2" = 1'-0"E9 PIPE SUPPORT DETAIL

1 1/2" = 1'-0"C6 LIGHTNING ROD DETAIL

1 1/2" = 1'-0"C9 MECHANICAL EQUIPMENT CURB

1 1/2" = 1'-0"E6 TYPICAL ROOF DRAIN

1 1/2" = 1'-0"B9 VENT STACK DETAIL

1 1/2" = 1'-0"B1 TUCK POINTING DETAIL

1 1/2" = 1'-0"D1 BRICK REPLACEMENT

TUCKPOINTING & CONTROL JOINT DETAIL ROOF DETAILS

1 1/2" = 1'-0"C3 EXTERIOR WALL DETAIL

1 1/2" = 1'-0"D3 DETAIL @ CMU WALL

1 1/2" = 1'-0"F3 DETAIL @ EXISTING WALL

PLAN DETAILS

1/2" = 1'-0"F6 PROPANE TANK ROOF DETAIL

1/2" = 1'-0"F9 PROPANE TANK ROOF SECTION