S06 STRUCTURAL DRAWINGS BULLETIN 1.pdf

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

STRUCTURAL

ABBREVIATIONS & NOTES

S-001

DSSF

1 BULLETIN NO. 1 07/06/2022

UP

4321 5

A.2

B.2

A

D

8 9

BB

C

(V

IF

/2

R E

F

(V

IF

R E

F

(V

IF

/2

R E

F

(VIF)

18' - 0" REF

(VIF)

18' - 0" REF

(VIF)

18' - 0" REF

(VIF)

18' - 0" REF

B.3

CC

V

IF

R E

F

(VIF)

9' - 9" REF

(VIF)

10' - 11" REF

DD

V

IF

R

E F

V

IF

/4

R E

F

REMOVE EXISTING 6" CONCRETE SLAB AS

REQUIRED TO INSTALL NEW FOUNDATIONS (TYP)

AS SHOWN ON 1/SF101

EXISTING FOUNDATIONS &

COLUMNS TO REMAIN

(TYP)

EXISTING CONC PAD TO BE

REMOVED; REFER TO ARCH &

MEP DWGS (TYP)

EXISTING FLOOR DRAIN;

REFER TO MEP DWGS

(TYP)

CUT AND REMOVE PORTION

OF EXISTING STEEL COLUMN

AT BOILER LEVEL SLAB

EXISTING GRATING TO REMAIN;

REFER TO ARCH & MEP DWGS

(TYP)

REMOVE EXISTING CATWALKS,

COLUMNS, POSTS AND STEEL

SUPPORTS (TYP)

1.1 2.1

SELECTIVELY DEMOLISH EXISTING

STAIR, FRAMING, AND SLAB ABOVE

ELEV +/- 80'-6" (EXISTING FRAMING

AND SLAB AT ELEV +/-80'-6" AND

BELOW SHALL REMAIN),

REFER TO ARCH DWGS

REMOVE EXISTING CONC PAD;

REFER TO ARCH & MEP DWGS

(TYP)

NOTE:

REMOVE BOILER

LEVEL EXISTING CONC

PAD; REFER TO

ED102

EXISTING STAIR TO BE

REPLACED; REFER TO

ARCH DWGS

EXIST PUMP SHALL REMAIN DURING EXIST

SLAB DEMOLITION. COORDINATE EXIST SLAB

DEMOLITION AT NEW FOUNDATION

INSTALLATION TO MAINTAIN EXIST PUMP.

PROVIDE TEMPORARY STRUCTURAL SHORING

AS REQUIRD

EXISTING TRENCH TO

BE REMOVED; REFER

TO ARCH & MEP DWGS

(TYP)

REMOVE EXIST DAYTANK

CONTAINMENT WALL

EXISTING COLUMN

TO REMAIN

EXISTING COLUMN

TO REMAIN

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

/7

/2

:0

:0

A

M

SD101

STRUCTURAL

DEMOLITION PLAN MAIN LEVEL

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 WC DS0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

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

DEMOLITION PLAN MAIN LEVEL

GENERAL SHEET NOTES:

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

2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO

DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS

PROJECT DATUM.

3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING

DRAWINGS FOR ADDITIONAL SCOPE.

4. SAW CUT TO DEMOLISH THE CONCRETE SLAB ON MAIN LEVEL AS

REQUIRED FOR NEW FOOTING CONSTRUCTION.

5. SEE STRUCTURAL FRAMING PLANS FOR ADDITIONAL WALL & ROOF

PENETRATIONS NOT SHOWN.

6. CONTRACTOR SHALL TEMPORARILY SUPPORT EXIST STEAM HEADER,

PIPES, AND CATWALKS AS REQUIRED FOR EXIST SLAB DEMOLITION

PLAN NOTE:

1. SEE SD211 FOR NEW WALL OPENINGS AT NEW 14' X

14' OVERHEAD DOORS (3 TYP) AND REFER TO ARCH

DWGS

2. DASHED LINES DENOTES TO BE REMOVED.

NO. DESCRIPTION DATE

4321 5

AA

D

8 9

BB

C

DD

S-301

E

S-301

D.1

A.1

B.1B.1

B.4B.4

C.7

4.9

E X

IS

T

IN

G

B

LD

G

B

LD

G

E X P A N S

IO

N

S-301

1"x3/16 STEEL

GRATING

PLAN NOTE 9

S-202

S-202

COLUMN BELOW

(TYP.)

CATWALK POST UP

(TYP)

FD

(TYP)

*CONCRETE CURB; SEE 4/S-520 (TYP)

1' - 10"

* 5' - 5 3/8" * 5' - 5 3/8" * 5' - 1 1/2" * 5' - 5 3/8"

A.4

1.1 1.3

W X

W X

W10X33

W X

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W X

[4

W12X40

W12X50 [20]

W12X50 [20]

S-520

TYP

S-531

/3

/4

(V

IF

/2

R E

F

(V

IF

R E

F

(V

IF

/2

R E

F

(VIF)

18' - 0" REF 3' - 6"

(VIF)

14' - 6" REF

(VIF)

18' - 0" REF

(VIF)

18' - 0" REF

PROVIDE WALL OPENING;

REMOVE PORTION OF EXIST

GIRT AS REQ'D (TYP)

/4

/2

0' - 7"

CANT

C A N T

1.2 2.1

W X

W6 DUNNAGE

POST (4 TYP)

SLAB EDGE

2" GAP

(TYP)

DN

W8X15 W12X26

W X

W10X22 [6]

W8X15

W6X9 POST; SEE

SIMILAR 3/S-540

WT5x15 DIAGONAL

BRACING (TYP)

W6X25 EXTEND FROM

EXIST COL BELOW;

SEE 9/S-530

S-520

FRAME W12X26 TO EXIST

W12X27; SEE 4/S-534

(E

W X

W X

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W14X48 [20] W14X48 [20]W14X48 [20]

W6X25 EXTEND FROM

EXIST COL BELOW

W X

W X

W X

W14X48 [22] W14X48 [20] W14X48 [20]

W14X82 [22] W14X82 [20] W14X82 [20]

W X

[1

W X

[1

W12X50 [20] W12X50 [20]

WT5X15

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W X

[1

W12X50 [20] W12X50 [20]

W8X18

W8X18 W8X18

W8X18 W8X18

W8X18

S-1

E O

S

EOS

0' - 2"

EXIST

CONC

SLAB

W X

[1

W X

[1

W10X33 [6]

W12X26 [8]

W10X33 [20] W10X33 [20] W10X33 [20]

W X

[7

W X

[8

W X

[3 ]W10X22

W X

[8

W X

.5

W6X8.5

W X

.5

W6X8.5

1 1/4"x3/16

STL SERRATED

BAR GRATING

W10X26 [20] W10X26 [20] W10X26 [20]

EXIST

W10 GIRT

1 1/4"x3/16 STL

SERRATED BAR

GRATING

S-202

S-202

EXIST STAIR

W10X33

W X

W8X18

W X

W8X18

W8X18 PLATFORM POST

(4 TYP); SEE 2/S-540

W X

W X

W10X33

W12X40

SIM

W X

W X

W X

E O

S

EOS

0' - 2"

EXIST COLUMN

BELOW (TYP.)

W10X17

S-531

S-531

S-1

PROVIDE DOOR

OPENING; SEE

3,4/S-532 AND REFER

TO ARCH DWGS

E Q

E Q

E Q

E Q

W14X48

W14X48

W14X48

W14X48

W14X48

9' - 9"13' - 5 1/32"

W6X15

W X

W X

(T/STL +4'-1 1/2" FROM [80'-6"]

(T/STL +4'-1 1/2" FROM [80'-6"]

(T/STL +4'-1 1/2" FROM [80'-6"]

(T/STL +4'-1 1/2" FROM [80'-6"]

(T/STL +4'-1 1/2" FROM [80'-6"]

S-202

P.1P.2

P.A

P.B

P.3 P.4

P.C

P.D

4.91

S-533

S-533

* 7' - 1 1/2" * 5' - 5 1/8" 6' - 1 1/4" 6' - 5 3/8" 5' - 9 1/8"

5' - 0"

0' - 10"

2' - 5"

TOS 9'-10 3/4"

[80'-4 3/4"]

/4

/4

/8

/8

/2

1' - 9 7/32"2' - 2 7/16" 5' - 1" 5' - 8" 6' - 0" 6' - 4" 6' - 6 5/8" 6' - 6 5/8" 4' - 10 3/4" 5' - 6" 6' - 5" 6' - 0"

2' - 6 1/2"

/3

5' - 3 15/32" 5' - 3 1/2"

M=+/-2510KIP-IN [LRFD]

M=+/-1765KIP-IN

M=+/-2670KIP-IN [LRFD]

M=+/-1883KIP-IN

M=+/-3066KIP-IN [LRFD]

M=+/-2140KIP-IN

4' - 0"

1' - 8"

TOS 9'-10 3/4"

[80'-4 3/4"]

/4

/2

3" 16 GA METAL

ROOF DECK

E

XIS

T

W

ALL

A.3

C10x15.3C10x15.3C10x15.3

TYP

/2

10' - 0"

10' - 0"

LINTEL AT

LOUVER OPENING;

REFER TO MECH

DWGS; SEE

SIMILAR

3,4/S-532

LINTEL AT DOOR OPENING;

SEE SIMILAR 4/S-533

S-202

WT5X15

/4

W X

/2

W X

W X

L3X3X3/8

BRACING (TYP)

W6X15 DUNNAGE POST UP

FOR DEAREATOR PLATFORM;

SEE 1/S-401 & 2/S-301

CONC PAD; FOR SIZE

& LOCATION REFER

TO ELEC DWG EP102

CONC PAD; FOR SIZE & LOCATION

REFER TO ELEC DWG EP102

SUPPORT FOR

EXHAUST STACK;

SEE 5/S-540

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 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

/6

/2

:5

:3

P M

SF103

STRUCTURAL

FRAMING PLAN - BOILER LEVEL

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

01-07-2022 WC DS0506-0011

100% CORRECTED

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

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

FRAMING PLAN BOILER LEVEL

GENERAL SHEET NOTES:

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

2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO

DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS

PROJECT DATUM.

3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING

DRAWINGS FOR ADDITIONAL SCOPE.

4. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR

INSTALLATION OF EQUIPMENT.

PLAN NOTES:

1. PLAN CUT AT ELEVATION = 10'-0" [80'-6"].

2. * INDICATES COORDINATE FINAL DIMENSION AND LOCATION WITH PURCHASED

MECHANICAL EQUIPMENT.

3. COORDINATE CLEARANCES WITH PURCHASED MECHANICAL EQUIPMENT.

4. REFER TO GENERAL NOTES FOR FINISH INFORMATION.

5. INDICATES MOMENT CONNECTION, FULL CAPACITY OF BEAM U.N.O.

SEE 7/S-530.

6. TOP OF SLAB ELEVATION = (10'-0")[80'-6"].

7. "S-1" DENOTES 5" CONCRETE SLAB ON 3" 20 GA COMPOSITE METAL DECK

(8" TOTAL THICKNESS). REINFORCE W/6x6xW2.9xW2.9 WWR. SEE 7,8/S-520

FOR DETAIL.

8. TOP OF STEEL ELEVATION = (9'-4")[79'-10"] -0'-8" BELOW TOP OF SLAB

ELEVATION U.N.O. (+/-X'-XX").

9. TOP OF STEEL GRATING PLATFORM ELEVATION = (10'-0")[80'-6"].

10. [XX] DENOTES QUANTITY OF 3/4" x6" SHEAR STUDS ON WF BEAMS.

NO. DESCRIPTION DATE

ANNEX LEVEL 1

-4' - 0"

ANNEX LEVEL 2

5' - 5 9/16"

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

NEW CATWALK

21' - 3"

MAIN ROOF

33' - 8"

ANNEX ROOF

14' - 4 9/16"

4321 5 6.7

9 10

T.O. PARAPET

36' - 5"

4.9

EXISTINGNEW

ANNEX PARAPET

17' - 10 1/2"

1.2

CATWALK

CLEARANCE

27' - 11"

ANNEX LEVEL 1

-4' - 0"

ANNEX LEVEL 2

5' - 5 9/16"

BOILER LEVEL

10' - 0"

NEW CATWALK

21' - 3"

MAIN ROOF

33' - 8"

ANNEX ROOF

14' - 4 9/16"

4 3 2 156.7

7 6

T.O. PARAPET

36' - 5"

4.9

ANNEX PARAPET

17' - 10 1/2"

1.2

CATWALK

CLEARANCE

27' - 11"

MAIN LEVEL

0' - 0"

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

STRUCTURAL

ELEVATIONS

SE201

DSWC

ANNEX LEVEL 1

-4' - 0"

ANNEX LEVEL 2

5' - 5 9/16"

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

NEW CATWALK

21' - 3"

MAIN ROOF

33' - 8"

ANNEX ROOF

14' - 4 9/16"

AD BC

B.3CC BBDD

E

T.O. PARAPET

36' - 5"

D.1 C.7 B.4 B.1 A.1

EXISTINGNEW

ANNEX PARAPET

17' - 10 1/2"

CATWALK

CLEARANCE

27' - 11"

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

NEW CATWALK

21' - 3"

MAIN ROOF

33' - 8"

A DB C E

T.O. PARAPET

36' - 5"

D.1C.7B.4B.1A.1

NEWEXISTING

CATWALK

CLEARANCE

27' - 11"

A.3

MAIN LEVEL

0' - 0"

BOILER LEVEL

10' - 0"

MAIN ROOF

33' - 8"

A

T.O. PARAPET

36' - 5"

A.1

2' -0

"A F

F

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

STRUCTURAL

ELEVATIONS

SE202

DSWC

NO. DESCRIPTION DATE

B

A

C

D

E

F

1 2 3 4 5 6 87 9

97 8654321

MILLER-REMICK LLC

PROFESSIONAL ENGINEER

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering

A Service Disabled Veteran Owned Small Business

B

A

C

D

E

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

STRUCTURAL

FRAMING

SECTIONS & DETAILS

S-534

DSSF