2021-04-19 - Structural Revised Sheets.pdf

A

B

C

SF301

12112 3 4 5 7 8 9 1061

4'

331' - 2"

9' - 8" 45' - 3" 36' - 0" 30' - 0" 6' - 0" 14' - 0" 20' - 0" 14' - 0" 36' - 0" 36' - 0" 36' - 0" 45' - 3" 3' - 0"

PRECAST COLUMN EXTENSION

PRECAST COLUMNPRECAST LOAD BEARING

SPANDREL BEAM

PRECAST

DOUBLE

TEE, TYP

PRECAST NON LOAD

BEARING SPANDREL, TYP

PRECAST

DOUBLE

TEE, TYP

PRECAST NON LOAD

BEARING SPANDREL, TYP

OMIT FOR ADD ALT B AND C

M A

T C

H L

IN

E

M A

T C

H L

IN

E

4 \ SF302

SF401

SF401

SF

SF

2PCSW01

P C

S W

P C

S W

C2C2

C1

C2

C1

C1

C1 C1 C1 C1

C1

C1

C1 C2C3

C1

C1C1 C1C1 C1

C1 C2

C1

C2

C1

134'-0"

133'-6"

132'-10"

132'-10"

134'-0" 134'-0"

132'-10" 133'-6"

133'-6"133'-6" 132'-10"

C3

C4

C3

SF301A

SF301A

FD

FD

FD FD

FD

SF501

PRECAST

INVERTED TEE

3 #5 BARS CONT. AT ALL WASH LOCATIONS, TYP.

C.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

09/25/20

C U s e rs \l la i\ D o c u m e n ts

\1 .1

.0

S

V A

C o lu m b ia v lla i@ g u id o n d e s ig n .c o m

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:1

P

M

SF104

LEVEL 4 WEST FRAMING PLAN

GUIDON DESIGN

1221 N. PENNSYLVANIA AVE

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 LAI WJT

CONSTRUCTION

DOCUMENTS

SCALE: 3/32" = 1'-0"SF104

1 LEVEL 4 WEST N

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC VIEW

NOT TO SCALE

NOTES:

1. REFERNECE FINISH FLOOR ELEVATION = 100'-0". ELEVATION 100'-0" = USGS 249.67' (SEE CIVIL)

2. SEE SI001 FOR ABBREVIATIONS, SYMBOLS AND LEGENDS

3. SEE SI002 FOR STRUCTURAL GENERAL NOTES

4. SEE SI003 FOR STRUCTURAL DESIGN LOAD INFORMATION

5. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF DOOR OPENINGS, STAIRS, DOWNSPOUTS, ETC...

6. INDICATES LOCATION OF CONCRETE WASH.

7. SLAB ELEVATIONS ON PLAN DO NOT INCLUDE WASH.

Revisions: Date:

REVISION 1- MODIFICATION OF 4TH FLOOR LOBBY AND ELEV. MACH. RM. 2021/04/19

B

C

SF301

12112 3 4 5 7 8 9 1061

4 \ SF302

SF

SF

4'

331' - 2"

9' - 8" 45' - 3" 36' - 0" 30' - 0" 6' - 0" 14' - 0" 20' - 0" 14' - 0" 36' - 0" 36' - 0" 36' - 0" 45' - 3" 3' - 0"

PRECAST COLUMN EXTENSION

PRECAST COLUMNPRECAST LOAD BEARING

SPANDREL BEAM

PRECAST

DOUBLE

TEE, TYP

PRECAST NON LOAD

BEARING SPANDREL, TYP

PRECAST COLUMN, TYP

PRECAST

INVERTED TEE

PRECAST

DOUBLE

TEE, TYP

PRECAST NON LOAD

BEARING SPANDREL, TYP

M A

T C

H L

IN

E

M A

T C

H L

IN

E

SPANDREL FOR ADD

ALTERNATE A ONLY.

OMIT FOR ADD

ALTERNATES B AND C

SPANDREL FOR ADD

ALTERNATE A. OMIT

FOR ADD ALTERNATE C

134'-0"

133'-6"

132'-10"

132'-10"

132'-10"133'-6" 133'-6"

133'-6" 132'-10"

134'-0" 134'-0"

133'-6"

134'-0"

134'-0"134'-0"

SF301A

SF301A

FD

FD FD

FD

PCSW01

P C

S W

P C

S W

SF501

SF501

SF501

FD FD

SF502

SIM.

SF401

C.1

3 #5 BARS CONT. AT ALL WASH LOCATIONS, TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

09/25/20

C U s e rs \l la i\ D o c u m e n ts

\1 .1

.0

S

V A

C o lu m b ia v lla i@ g u id o n d e s ig n .c o m

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/2

:1

:1

P

M

SF104A

LEVEL 4 WEST FRAMING PLAN -

ADD ALTERNATE AGUIDON DESIGN

1221 N. PENNSYLVANIA AVE

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 LKL WJT

CONSTRUCTION

DOCUMENTS

SCALE: 3/32" = 1'-0"SF104A

1 LEVEL 4 WEST - ADD ALTERNATE A N

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC VIEW

NOT TO SCALE

ADD ALTERNATE A: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES

12-13 AND A-C ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES

(INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL

DETERRENT, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS

AREA.

NOTES:

1. REFERNECE FINISH FLOOR ELEVATION = 100'-0". ELEVATION 100'-0" = USGS 249.67' (SEE CIVIL)

2. SEE SI001 FOR ABBREVIATIONS, SYMBOLS AND LEGENDS

3. SEE SI002 FOR STRUCTURAL GENERAL NOTES

4. SEE SI003 FOR STRUCTURAL DESIGN LOAD INFORMATION

5. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF DOOR OPENINGS, STAIRS, DOWNSPOUTS, ETC...

6. INDICATES LOCATION OF CONCRETE WASH.

7. SLAB ELEVATIONS ON PLAN DO NOT INCLUDE WASH.

Revisions: Date:

Level 1 100' - 0"

Level 2 111' - 4"

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

15.5

Level 1 100' - 0"

Level 2 111' - 4"

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

15.5

Level 1 100' - 0"

Level 2 111' - 4"

Level 3 122' - 8"

Level 4 134' - 0"

5 7 86

ROOF

145' - 4"

HSS16X4X5/16

HSS16X4X5/16

HSS14X4X5/16

Level 1 100' - 0"

Level 2 111' - 4"

A

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

Level 1 100' - 0"

Level 2 111' - 4"

Level 3 122' - 8"

Level 4 134' - 0"

578 6

ROOF

145' - 4"

6' - 0"14' - 0"20' - 0"

40' - 0"

5'

Level 1 100' - 0"

Level 2 111' - 4"

A

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

LEVEL 1

100' - 0"

LEVEL 2

111' - 4"

LEVEL 3

122' - 8"

LEVEL 4

134' - 0"

A

T.O. ROOF STAIR 1

155' - 6"

T.O. ROOF STAIR 3

141' - 0"

T.O. PARAPET STAIR 2

146' - 8"

Level 1 100' - 0"

Level 2 111' - 4"

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

Level 1 100' - 0"

Level 2 111' - 4"

C

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

21' - 4"

15.6C.1

Level 1 100' - 0"

Level 2 111' - 4"

Level 3 122' - 8"

Level 4 134' - 0"

2 1

ROOF

145' - 4"

6"

Level 1 100' - 0"

Level 2 111' - 4"

C

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

15.6C.1

Level 1 100' - 0"

Level 2 111' - 4"

A

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

Level 1 100' - 0"

Level 2 111' - 4"

A

Level 3 122' - 8"

Level 4 134' - 0"

ROOF

145' - 4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

09/25/20

C U s e rs \l la i\ D o c u m e n ts

\1 .1

.0

S

V A

C o lu m b ia v lla i@ g u id o n d e s ig n .c o m

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:1

P

M

SF303

PRECAST WALL ELEVATIONS

GUIDON DESIGN

1221 N. PENNSYLVANIA AVE

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 STW

CONSTRUCTION

DOCUMENTS

SCALE: 1/8" = 1'-0"SF303

1 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

2 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

3 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

4 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

5 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

6 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

7 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

8 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

9 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

10 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

11 WALL ELEVATION

SCALE: 1/8" = 1'-0"SF303

12 WALL ELEVATION

Revisions: Date:

15.5

M W

M W

M W

M W

MW8

17' - 0" 1' - 0"

2' - 7 5/8" 6' - 0 3/4" 3' - 4" 2' - 8 3/8" 2' - 7 5/8"

SB501

P C

8 P C

1' - 0" TYP

24' - 0"

F8.0 F8.0

24" MAT SLAB

96' - 6"

95' - 6"

95' - 6"

1 \ SF303

2 \ SF303

S F3

S F3

C1 C1

PC8

PC8

1' - 0"

1' - 0" 1'

" 1'

5/ 8"

3'

1'

5/ 8"

3'

" 2' - 0" 3' - 4"

3' - 0" 3' - 4 1/2" 17' - 7 1/2"

SLAB ON GRADE = 97' - 11"

5'

5'

6" PIPE BOLLARD OUTSIDE

EQUIPMENT - COORDINATE WITH MEP

SB501

NOTE 1

A

15.5

1 \ SF303

2 \ SF303

PC8

P C

P C

24' - 0"

1' - 0" 1' - 0"

/2

122' - 8" 117' - 6 3/4"

PC8

A

5 7 86

6' - 0" 14' - 0" 20' - 0"

0"

29' - 6"

SF

3 \ SF303

5 \ SF303

SF

C5

C1 C3 C1

T/WALL = 137'-9"

T/WALL =

137'-9"

T/WALL = 137'-9"T/SLAB = 134'-0"

9' - 6"

9'

W

X

W

X

ELEVATOR HOIST BEAM -

CONFIRM SIZE AND LOCATION

WITH ELEVATOR

MANUFACTURER

9' - 11" 9' - 6"

P C

MW8

M W

MW8

P C

P C

M W

PC10

SF504

PC10

10' - 11 1/4"

C

9' - 8"

9 \ SF303

S F3

SF

7 \ SF303

C.1

PC10

PC10

P C

P C

A

15.5

1' - 3" EOD

1' - 3" EOD

/2

3" LONGSPAN METAL DECK, 18 GA.

24' - 0"

1 \ SF303

2 \ SF303

S F3

S F3

SF503

PC8

P C

PC8

P C

A

5 7 86

6' - 0" 14' - 0" 20' - 0"

40' - 0"

/2

1'

1' - 0 1/2" EOD

3" METAL DECK, 18 GA.

SF

3 \ SF303

5 \ SF303

SF

10" PRECAST BEAM

10" PRECAST BEAM

10" PRECAST WALL PANEL

10" PRECAST WALL PANELC1 C3 C1

C5

SF503

W 8X

W 8X

T /S

T L=

T /S

T L=

TYP

H S

S

X 4X

5/

HSS14X4X5/16

SF504

SF504

SF504

SF504

SF504

SF504

HSS14X4X5/16HSS14X4X5/16

T/STL= 145' - 0"

SF504

H S

S

X 4X

5/

HSS16X4X5/16 HSS16X4X5/16(T/STL = 145'-0")

(T /S

T L

'-0

C

9' - 8"

3" LONGSPAN METAL DECK, 18 GA.

9 \ SF303

S F3

SF

7 \ SF303

C.1

P C

PC10

P C

PC10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

09/25/20

C U s e rs \l la i\ D o c u m e n ts

\1 .1

.0

S

V A

C o lu m b ia v lla i@ g u id o n d e s ig n .c o m

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P

M

SF401

ENLARGED PLAN VIEWS

GUIDON DESIGN

1221 N. PENNSYLVANIA AVE

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 STW LKL

CONSTRUCTION

DOCUMENTS

SCALE: 1/4" = 1'-0"SF401

1 ENLARGED FOUNDATION PLAN AT NORTHEAST STAIR

SCALE: 1/4" = 1'-0"SF401

2 ENLARGED PLAN AT NORTHEAST STAIR

SCALE: 1/4" = 1'-0"SF401

5 ENLARGED PLAN AT NORTHWEST STAIR

SCALE: 1/4" = 1'-0"SF401

4 ENLARGED PLAN AT SOUTHWEST STAIR

SCALE: 1/4" = 1'-0"SF401

3 ENLARGED PLAN AT NORTHEAST STAIR ROOF

SCALE: 1/4" = 1'-0"SF401

6 ENLARGED PLAN AT NORTHWEST STAIR ROOF

SCALE: 1/4" = 1'-0"SF401

7 ENLARGED PLAN AT SOUTHWEST STAIR ROOF

NOTES:

1. USE 3-COURSE BOND BEAM ABOVE DOORWAY AND FULLY

GROUT ALL CELLS WHERE MECHANICAL UNIT IS TO BE MOUNTED

Revisions: Date:

HSS PER PLAN

L4x4x 5/16 x 6" LONG SEAT

ANGLE W/ (3) 1/4" STIFFENERS

1/2" EMBED PLATE WITH

SHEAR CONNECTORS

1/4" CONT. BENT PLATE

1/4" x REQ'D BENT PLATE W/ ANCHORS INTO PRECAST

1/4" CONT. DECK COVER PLATE

L3x3 WELDED DOUBLE ANGLE CONNECTION

W.P.

T/STL = 155' - 0"

CONT. L4x4x1/4 DECK ANGLE

DOUBLE ANGLE CONNECTION

A

1/2" x 10" x 1'-4" EMBED PLATE W/

3/4" DIA. SHEAR CONNECTORS

1/4

T/STL

SEE PLAN

HSS BEAM PER PLAN

PRECAST COLUMN PER PLAN

ADHESIVE ANCHORS INTO

TOP OF EXISTING WALL

6 3/4"

L4x4 DOUBLE ANGLE CONNECTIONS

CONT. EDGE ANGLE

HSS 4x4x1/4 POST

PRECAST PER PLAN

HSS PER PLAN

1/2" EMBED PLATE W/ SHEAR CONNECTORS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

09/25/20

C U s e rs \l la i\ D o c u m e n ts

\1 .1

.0

S

V A

C o lu m b ia v lla i@ g u id o n d e s ig n .c o m

.r v t

/1

/2

:1

:1

P

M

SF504

FRAMING SECTIONS AND DETAILS

GUIDON DESIGN

1221 N. PENNSYLVANIA AVE

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020

CONSTRUCTION

DOCUMENTS

Revisions: Date:

REVISION 1- MODIFICATION OF 4TH FLOOR LOBBY AND ELEV. MACH. RM. 2021/04/19

SCALE: 3/4" = 1'-0"SF504

1 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF504

2 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF504

3 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF504

4 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF504

5 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF504

6 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF504

7 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF504

8 FRAMING SECTION