Rev 4 SB101 - FOUNDATION PLAN.pdf

14 15 16 17 18 19

A

B

C

SF301

4'

178' - 0"

3' - 0" 36' - 0" 24' - 0" 12' - 0" 36' - 0" 36' - 0" 34' - 0"

EXISTING SPREAD FOOTING

EXISTING SPREAD FOOTING

EXISTING SPREAD FOOTING

EXISTING COLUMN

GARAGE EXPANSIONEXISTING GARAGE

1 \ SF302

SF

SF

15.5

RAMMED AGGREGATE

PIERS PER 3RD PARTY

DESIGN, TYP. REFER TO

GEOTECHNICAL REPORT

F8.0 F11.0

F8.0

F13.0 F13.0 F10.0

F14.0

F10.0

F13.0F13.0F13.0F13.0

SF401

SB501

SB501

0"

3'

WF24

CW10

C W

C

W

W F

C W

W F

C W

W F

W

F

T/FTG = 97' - 0" (FV)

T/FTG = 96' - 0" T/FTG = 95' - 6" T/FTG = 95' - 0"

94' - 0"

T/FTG = 94' - 0"

CW10CW10

WF24

CW10

WF24

CW10

WF24 WF24

PCSW01

P C

S W

P C

S W

C1 C1 C1 C1 C1

C1C1

T/FTG = 94' - 6"

T/FTG = 94' - 0"

93' - 3"

T/FTG = 95' - 0"

95' - 6" (FV)

98' - 0" (FV)

T/FTG = 94' - 6"

C1

C2C1C1C1C1

C2

C1

M A

T C

H L

IN

E

SF301A

T/FTG = 94' - 0"T/FTG = 94' - 6"

T/FTG = 95' - 0"T/FTG = 95' - 6"

T/FTG = 96' - 0"

WF12X4 WF12X4

WF12X4

SB501

T/FTG = 94' - 6"

T/FTG = 94' - 0"

T/FTG = 93' - 6"

T/FTG = 93' - 6"

T/FTG = 94' - 6"

T/WALL 99' - 6"

T/WALL 99' - 6"

T/WALL 99' - 6"

T/WALL 99' - 6"

T/WALL = 103'-8" T/WALL = 103'-2"

T/WALL = 102'-8"

T/WALL = 102'-2" T/WALL = 101'-8"

5' - 7" 6' - 5"

6' - 5" 5' - 7"

6'

6'

" 28

SF503

SIM.

SB501

BOLLARD, TYPICAL

15.6C.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

P

.1

V A

C o lu m b ia

A

E I

D

IQ

\1 .1

.0

G a ra g e

E x p a n s io n \2

D ra w in g s \2

-3

S tr u c tu ra l\

-1

R e v it \1

.1

.0

S

V

A C o lu m b ia v

.r v t

/3

/2

:4

:2

A

M

SB101

FOUNDATION 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"SB101

1 FOUNDATION PLAN N

NOTES:

1. REFERENCE 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. T/FTG EL. 98'-0" U.N.O.

7. "FV" = FIELD VERIFY

COLUMN FOOTING SCHEDULE

MARK

FOOTING SIZE

REINFORCEMENT REMARKS

WIDTH LENGTH DEPTH

F8.0 8' - 0" 8' - 0" 1' - 6" #5 BARS @ 9" O.C. BOTH WAYS, BOTT

F10.0 10' - 0" 10' - 0" 2' - 0" #6 BARS @ 10" O.C. BOTH WAYS, BOTT

F11.0 11' - 0" 11' - 0" 1' - 6" #7 BARS @ 12" O.C. BOTH WAYS, BOTT

F13.0 13' - 0" 13' - 0" 2' - 6" #7 BARS @ 10" O.C. BOTH WAYS, BOTT

F14.0 14' - 0" 14' - 0" 2' - 6" #7 BARS @ 9" O.C. BOTH WAYS, BOTT

WALL FOOTING SCHEDULE

MARK WIDTH THICKNESS REINFORCEMENT REMARKS

WF12X4 12' - 0" 4' - 0" #8 BARS @ 12" LONG AND @18" TRANSV. TOP & BOTT

WF24 2' - 0" 1' - 6" 3 - #5 BARS CONT., #5 BARS @ 12" O.C. TRANSVERSE

CONCRETE WALL SCHEDULE

MARK WIDTH REINFORCEMENT REMARKS

CW10 10" #5 @ 12" O.C. HORIZONTAL, #5 @ 12" O.C. VERTICAL BOTH FACES.

MASONRY WALL SCHEDULE

MARK WIDTH REINFORCEMENT REMARKS

MW8 7 5/8"

COLUMN SCHEDULE

MARK SIZE

C1 24x30

C2 30x30

C3 24x24 MAT SLAB SCHEDULE

TYPE THICKNESS REINFORCEMENT

24" MAT FDN #6 @ 12" EACH WAY TOP AND BOTT

Revisions: Date:

REVISION 4- ADD FOUNDATION LOADS 2021/04/30

UNFACTORED FOUNDATION LOADS

14A 15A 15.5A 16A 17A 18A 19A 14B 15B 15-18B 18B 19B 14C 15C 16C 17C 18C 19C

15K/FT

19C

8K/FT

DEAD (K)COLUMN LIVE (K)