S06 Building 46 Drawings.pdf

PDF 693 KB Posted Feb 20, 2024

Attached to: Z2AZ--Project Name: Fireproofing Insulation and Rodent Prevention; Project Number: 317VB3257/28; Station Location: St. Petersburg, Florida, VARO; Project Location: Building 46 and Building 47
Solicitation number: 36C10D24B0002
Issued by: Department of Veterans Affairs

About this file

Written by GovTribe AI · Feb 20, 2024

The attached documents include construction drawings and specifications for a fireproofing insulation and rodent prevention project at the Department of Veterans Affairs St. Petersburg, Florida VARO facility. The project involves buildings 46 and 47 and includes foundation plans, floor plans, wall sections, and details specifying 8-inch concrete masonry unit walls, 12-inch concrete walls, precast lintels, pile foundations, and pipe railings. The project also requires coordination with mechanical, plumbing and landscaping drawings. Fire ratings, partition types, finish floor elevations, and depressed slab areas are noted. The related federal contract opportunity is a sealed bid solicitation for the project, to be awarded by the Department of Veterans Affairs. The solicitation number and opportunity details are provided.

View the file

Other files

File	Type	Posted
36C10D24B0002_0006.docx	DOCX document	Mar 21, 2024
S05 Request for Information Responses - Questions 1-34.pdf	PDF	Mar 19, 2024
36C10D24B0002_0005.docx	DOCX document	Mar 19, 2024
S06 Amended Statement of Work.pdf	PDF	Mar 4, 2024
36C10D24B0002_0004.docx	DOCX document	Mar 4, 2024
36C10D24B0002_0003.docx	DOCX document	Mar 1, 2024
S05 Request for Information Responses - Questions 1-96.pdf	PDF	Mar 1, 2024
36C10D24B0002_0002.docx	DOCX document	Feb 20, 2024
36C10D24B0002_0001.docx	DOCX document	Feb 20, 2024
S06 Building 47 Drawings.pdf	PDF	Feb 20, 2024
S04 Site Visit Sign In Sheet.pdf	PDF	Feb 20, 2024
S02 Limitations on Subcontracting Certificate of Compliance - Special Trade Construction.docx	DOCX document	Feb 6, 2024
36C10D24B0002_2.docx	DOCX document	Feb 6, 2024
S02 Requests for Information Form.docx	DOCX document	Feb 6, 2024
S02 Wage Rate Determination FL20240222 _ 01_05_2024.pdf	PDF	Feb 6, 2024
S02 Statement of Work .pdf	PDF	Feb 6, 2024

Show all 16

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

317-007

BAY PINES, FLORIDA

De pa rt m en t of

Ve te ra ns A ff ai rsDate

Checked Drawn DRAWING NO.

Project No.

Dwg. Of Of fic e of F ac ilit ies

Project Title

Building Number

Drawing Title

Approved: Area Project Manager

Location th re e inc he s on e fo ot on e an d on e-ha lf inc he s on e fo ot on e inc h on e fo ot on e-ha lf inc h on e fo ot th re e-eig ht hs in ch o ne f oo t

Date on e-qu ar te r inc h on e fo ot on e-eig ht h inc h on e fo ot

Revisions th re e-qu ar te rs in ch o ne f oo t

CLEMONS, RUTHERFORD

& ASSOCIATES, INC.

ARCHITECTS PLANNERS INTERIOR DESIGNERS

2027 THOMASVILLE ROAD, TALLAHASSEE, FLORIDA 32312 (904) 385-6153

DEPT. CONTROLLED GROUNDS

RELOCATE REGIONAL OFFICE

SEPT. 15, 1994

D ENG

INE

REG IST ERE

STATE OF

ROLF ADI

TREC

IFIC TA E

No 39923

M. BAI L SE

91054.00TLC NO:

C O N S U L T I N G E N G I N E E R S

TILDEN LOBNITZ & COOPER, INC.

1717 S. ORANGE AVENUE ORLANDO, FL. 32806, (407) 841-9050

ORLANDO - FT. MYERS - TALLAHASSEE - CLEVELAND

NORTH

FOUNDATION PLAN - AREA 'A'

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

KEY PLAN

2' 12'6'0 24'

GRAPHIC SCALE

5.1

6.1

A A.1 B B.1 C D E

AREA 'B'AREA 'A'

AREA 'C'AREA 'D'

25'-0"1'-6" 25'-0" 25'-0" 25'-0" 50'-0" 50'-0"

1'- 6"

50' -0

50'

-0

25' -0

25'

-0

25' -0

25'

-0

S-24

S-25

S-24

SIM.

S-25

SEE 17/S-24 TYP.

46S-3

FOUNDATION PLAN

AREA A - STRUCTURAL

JBW DFJ/SMB

TYP.

WF4

EL. 12.67'

T/CURB

T/SLAB

EL. 12.125'

EL. SEE CIVIL

T/GRATING

EL. SEE CIVIL

T/SLAB

PIPE BOLLARDS

(TYP.) SEE

DETAIL 1/S-25

WF3

135°

WF3

EL. 8.67'

T/MAT

1'-0" SQ. x 1'-0" DEEP

SUMP W/FLUSH STEEL

GRATE.

S-24 TYP.

S-24

135°

3WF

EL. 12.67'

T/SLAB

1 2

VERT. & HORIZ. JT. REINF. @ 16" O.C. TYP.

8" CMU WALL W/#5 @ 3'-4"

EA. WAY EA. FACE TYP.

12" CONCRETE C.I.P. WALL W/#5 @ 12" O.C.

CENTERED EA. WAY TYP.

8" CONCRETE C.I.P. WALL W/#5 @ 12" O.C.

EXTERIOR: 5" CONC. W/6x6xW2.9xW2.9 W.W.F, U.N.O..

INTERIOR: 4" CONC. W/6x6xW2.1xW2.1 W.W.F, U.N.O..

CONCRETE SLAB ON GRADE SHALL BE:

T/PILE CAP = 10.67', U.N.O.

T/CONC SLAB = 12.67', U.N.O.

NOTES:

T/FTG. = 10.67' , U.N.O.

4 PRECAST OR POURED LINTEL OVER OPENINGS

IN CMU WALLS. SEE SCHED 16/S-29.

FINISH FLR. ELEVATIONS - SEE ARCH.

DWGS. FOR SIDEWALKS, GRATING & PARKING

UNDER BLDG. - SEE CIVIL DWGS.

SEE ARCH. FOR ALL DIMENSIONS NOT

GIVEN.

5 PILES AT ALL WALL CORNERS AND AT 12'-0" O.C.,

MAX. BETWEEN UNDER WF3 WALL FOOTING AT

BUILDING PERIMETER.

SEE 19/S-29 FOR SHEAR WALL ELEVATIONS.6

SEE 1/S-26 FOR 3-#8 HORIZ EA FACE

AT EA. FLOOR

SEE 15/S-28 FOR #4 HAIRPINS @ 12. O.C.

AT WALL ENDS

7 SUBSTITUTE 3-#8 FOR 3-#5 EA. FACE VERT.

AT CORNERS AS SHOWN.

SEE COLUMN SCHEDULE 19/S-24.

SEE PILE CAP SCHEDULE 17/S-24.

SEE FOOTING SCHEDULE 5/S-24.

SEE CONSTRUCTION JOINT DETAILS 4/S-24.

COORDINATE BOLLARD LOACATION WITH

ARCHITECTURAL AND CIVIL DRAWINGS.

'-0

'-4

" (O/ O

11'-11"

21'-5"

16'-0"

31'-8"

CSJ

SLO

85'-5ï" (±)

1ß

24'-10"

10' -8

'-7

7'- 11"

1'- 0"

12' -2

51' -0

28'-6"

8' -3

2' -3

27'-0" 4"

CATCH BASIN &

TRAFFIC GRATE

1'-4" 27'-10"22'-2"

2'-0" 5'-0"

9' -1

0" 1'-

5'-11ï" 4'-2ß"

PLA

PIPE BOLLARDS

SEE DET. 2/S-25

S-25

W8 x1

T/FTG.

EL. 7.33

T/FTG.

EL. 7.33

SEE SHEET S-6 FOR LINE 5

2 - #4x6'-0" TYP

@ ALL RE-ENTRANT

CORNERS

S-25

CONC ENCASE BASE OF ALL COLUMNS

LANDSCAPED AREA

SEE 20/S-25 SIM.

S-25CJ

SEE CIVIL

& LANDSCAPING

FOR CONTINUATION

S-24

S-25

CJ CJ

SEE DETAIL 4/S-24 (TYP.)

S-29

S-25

5' -0

P1 TS6x6x1/4"

2' -5

SEE SHT.

S-4 C.

3'-5"

P39

T/SLAB

EL. 12.09'

S-29

2'-6" 2'-2"

P49

SEE 11/S-25

BLOCK OUT WALL FOOTING

AS REQUIRED. PROVIDE

PEDESTAL. EL. 10.67' SEE 16/S-25

TO CMU CORNER

S-29

WF3A

S-25

(TYP.)

7'- 8"

'-0

4'-8" 8'-0"

8'-0"

8'-0" 4'-8"

CHILLER PADS - COORDINATE

ELEVATION, SIZE & LOCATION W/

EQUIPMENT SUPPLIER.

T/CONC.

SEE CIVIL DWGS.

T/FLR. DRAIN

T/FLR. DRAINS

SEE CIVIL DWGS.

T/CONC.

1'-4"

S-28

1'-11"

8 8" CONCRETE C.I.P. WALL W/#5 @ 12" O.C. VERT.

& #4 @ 12" HORIZ. - SEE DETAILS.

T/STL.

EL. 12.17'

STAIR 1

& PLUMBING DWGS.

SIM.

WF4

3' -1

EQ.EQ. EQ.

9 COORD LOCATION OF ELEVATOR SPREADER BEAMS

W/ ELEVATOR SUPPLIER.

S-29

9 TEMP. SLAB

AT EL. 12.67'

DEPRESS SLAB AT TRASH

ROOM 1" AND SLOPE TO DRAIN.

S-

T W C

De pa rt m en t of

Ve te ra ns A ff ai rsDate

Checked Drawn DRAWING NO.

Project No.

Dwg. Of Of fic e of F ac ilit ies

Project Title

Building Number

Drawing Title

Approved: Area Project Manager

Location th re e inc he s on e fo ot on e an d on e-ha lf inc he s on e fo ot on e inc h on e fo ot on e-ha lf inc h on e fo ot th re e-eig ht hs in ch o ne f oo t

Date on e-qu ar te r inc h on e fo ot on e-eig ht h inc h on e fo ot

Revisions th re e-qu ar te rs in ch o ne f oo t

CLEMONS, RUTHERFORD

& ASSOCIATES, INC.

ARCHITECTS PLANNERS INTERIOR DESIGNERS

2027 THOMASVILLE ROAD, TALLAHASSEE, FLORIDA 32312 (904) 385-6153

DEPT. CONTROLLED GROUNDS

RELOCATE REGIONAL OFFICE

SEPT. 15, 1994

D ENG

INE

REG IST ERE

STATE OF

ROLF ADI

TREC

IFIC TA E

No 39923

M. BAI L SE

91054.00TLC NO:

C O N S U L T I N G E N G I N E E R S

TILDEN LOBNITZ & COOPER, INC.

1717 S. ORANGE AVENUE ORLANDO, FL. 32806, (407) 841-9050

ORLANDO - FT. MYERS - TALLAHASSEE - CLEVELAND

P9 P7

P9 P9

P7 P3

P9 P9

NORTH

FOUNDATION PLAN - AREA 'B'

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

KEY PLAN

2' 12'6'0 24'

GRAPHIC SCALE

7.1

8.1

JHGF.1FE.1E

AREA 'B'AREA 'A'

AREA 'C'AREA 'D'

25'-0" 25'-0" 25'-0" 25'-0" 50'-0" 50'-0"

1'- 6"

25' -0

1'-6"

25' -0

25'

-0

25' -0

50'

-0

50' -0

S-25

S-24

S-25

SEE 17/S-24 TYP.

46S-4

FOUNDATION PLAN

AREA B - STRUCTURAL

JBW DFJ/SMB

VERT. & HORIZ. JT. REINF. @ 16" O.C. TYP.

8" CMU WALL W/#5 @ 3'-4"

EA. WAY EA. FACE TYP.

12" CONCRETE C.I.P. WALL W/#5 @ 12" O.C.

CENTERED EA. WAY TYP.

8" CONCRETE C.I.P. WALL W/#5 @ 12" O.C.

EXTERIOR: 5" CONC. W/6x6xW2.9xW2.9 W.W.F, U.N.O..

INTERIOR: 4" CONC. W/6x6xW2.1xW2.1 W.W.F, U.N.O..

CONCRETE SLAB ON GRADE SHALL BE:

T/PILE CAP = 10.67', U.N.O.

T/CONC SLAB = 12.67', U.N.O.

NOTES:

T/FTG. = 10.67' , U.N.O.

4 PRECAST OR POURED LINTEL OVER OPENINGS

IN CMU WALLS. SEE SCHED 16/S-29.

FINISH FLR. ELEVATIONS - SEE ARCH.

DWGS. FOR SIDEWALKS, GRATING & PARKING

UNDER BLDG. - SEE CIVIL DWGS.

SEE ARCH. FOR ALL DIMENSIONS NOT

GIVEN.

5 PILES AT ALL WALL CORNERS AND AT 12'-0" O.C.,

MAX. BETWEEN UNDER WF3 WALL FOOTING AT

BUILDING PERIMETER.

SEE 19/S-29 FOR SHEAR WALL ELEVATIONS.6

SEE 1/S-26 FOR 3-#8 HORIZ EA FACE

AT EA. FLOOR

SEE 15/S-28 FOR #4 HAIRPINS @ 12. O.C.

AT WALL ENDS

7 SUBSTITUTE 3-#8 FOR 3-#5 EA. FACE VERT.

AT CORNERS AS SHOWN.

SEE COLUMN SCHEDULE 19/S-24.

SEE PILE CAP SCHEDULE 17/S-24.

SEE FOOTING SCHEDULE 5/S-24.

SEE CONSTRUCTION JOINT DETAILS 4/S-24.

COORDINATE BOLLARD LOACATION WITH

ARCHITECTURAL AND CIVIL DRAWINGS.

6" RAISED CURB -

SEE CIVIL (TYP.)

CATCH BASIN &

TRAFFIC GRATE

CATCH BASIN &

1'- 4"

9'-10" 1'-4"

5' -0

2' -0

WF-3

'-2

10' -6 ï"

8' -3

1'-

18'-4"4"

T/MAT

8.67'

1'-0" SQ. x 1'-0" DEEP

SUMP W/ FLUSH STEEL GRATE

T S-

LIN

E E

S-25

FOR CONTINUATION

& LANDSCAPING

SEE CIVIL

S-24

S-25

4CJ

CJ CJ CJ

CJ CJ

CJCJ

4/ S-

S-25

CJCJ

CJ CJ CJ CJCJ

S-25

CJCJ

S-29

P21

W8 x

T/SLAB

EL. 12.67'

S-29

C.S.J.

P39

T/SLAB

EL. 12.09

1'-0"4"

1'- 4"

6' -6

8' -0

7' -1

0" 5' -4

7' -5

8' -0

6' -1

1" 1'-

2'-0"

2' -0

3' -5

1'-

2" 2'-5"

S-287

STAIR 5

L .6

8 COORD LOCATION OF ELEVATOR SPREADER

BEAMS WITH ELEVATOR SUPPLIER.

EQ. EQ.8

2-#4x6'-0" TYP

ALL RE-ENTRANT

CORNERS

RFI -NO. AS NOTED

AMEND. 2-OCT. 12, 1994

AMEND. 1-OCT. 10, 1994 1

GROUND FLOOR

BAY PINES, FLORIDA

CLEMONS, RUTHERFORD

& ASSOCIATES, INC.

ARCHITECTS PLANNERS INTERIOR DESIGNERS

2027 THOMASVILLE ROAD, TALLAHASSEE, FLORIDA 32312 (904) 385-6153

2' 12'6'0 24'

GRAPHIC SCALE

KEY PLAN

GROUND FLOOR PLAN - AREA 'C'

NORTH

PARTIAL PLAN - AREA 'C'

MAIN ENTRY STAIR

OPEN TO FLR. ABOVE

[FINISH FLOOR ELEV.: 12.67']

ENTRANCE

BUILDING

PRIMARY

L-2

-42

BBK

(SEE STOREFRONT WINDOW

ELEVATIONS)

W-2 W-2

3 10 T

KEY TO INTERIOR

WALL ELEVATIONSEW

K KF.E.C.

2" CAST STONE CLADDING

PLA

NTE

ENTRY COLONNADE

SLO

CON

CRE

TE D

RIVE

WAY

SLOPE DN.

CATCH BASIN &

TRAFFIC GRATE

CONCRETE DRIVEWAYS

& ISLANDS TYPICAL

(823.04c1)

BULK STORAGE

CONCRETE WALKWAYS

(823.04c4)

PUBLICATIONS UNIT-SHELVING

PUBLIC ENTRY/GALLERY

C1-1

PLA

NTE

25 STAIR

NO. 4

50' -0

FLAGPOLE, SEE DET.

25' -0

4.1

25' -0

3.1

50' -0

3'- 0"

J 25'-0"

H.1H 25'-0"25'-0"

G.1 25'-0"

G50'-0"FE

50'-0"

De pa rt m en t of

Ve te ra ns A ff ai rsDate

Checked Drawn DRAWING NO.

Project No.

Dwg. Of Of fic e of F ac ilit ies

Project Title

Building Number

Drawing Title

Approved: Area Project Manager

Location th re e inc he s on e fo ot on e an d on e-ha lf inc he s on e fo ot on e inc h on e fo ot on e-ha lf inc h on e fo ot th re e-eig ht hs in ch o ne f oo t

Date on e-qu ar te r inc h on e fo ot on e-eig ht h inc h on e fo ot

Revisions th re e-qu ar te rs in ch o ne f oo t

1'-6" 1'-6" 5'-6" 8'-0" 1'-6"1'-6" 6" 46'-0" 6" 1'-6" 3'-0"

27'-8" 23'-10"

5'-8"

13'-4"

8'-8"

19'-0"

24'-0"

19'-0"

8'-0"

14'-9"

8'-0"

31'-7"

25'-6"

37'-7"

8'-8"

19'-0"

8'-0"

14'-8"

8'-0"

18'-0"

26'-4"

18'-0"

8'-0"

1'-0

19'- 0"

6" 6"

13'- 0"

6" 6"

12'- 6"

1'-0 "1'-

18'- 6"

2'-0" 1'-1"

12'-8"

1'- 4"

3" 10'

-0

3'- 0"

24' -0

13'

-0 "3'-1

9'-0

3'-1 0"

R10'- 0"

R2' -4

R2'-0"

R15 '-0

R2'-9"

45'- 0"

3'-1 0"

63'- 0"

3'-1 0"

63'- 0"

3'-1 0"

42'- 0"

135°

45°

ASP

HAL

T D

RIVE

WAY

ASP

HAL

T D

RIVE

WAY

CON

CRE

TE D

RIVE

WAY

8'-0" 4'-0" 8'-0"

2'-0" 4'-9"

12'-0"

4'-9" 2'-0"

E.W.C.

l 12.67'

4'- 8"

R3' -0

R2 '-0

R2'-0"

R3'-0"

R1'-7"

6" m m m m m m m m mm mm mm mm mm mm mm mm mm

36'-0"

4'-3 1/2"

D 8'-0" 2'-0" 2'-6" 2'-5" m m m m mmmmmmmm m m m m m m m m m m m m m mm m m m m m m m m m mmmm

1'-0" 8"

10"21'-1 1/4"25'-10 3/4"6" 1'-0"

1'-0" mm mm mmmmmm m m

1'- 6"1'-

0" 8'-

2" 10"

9'- 5"

5'- 5"

14' -1

1/ 2"

9'- 8 1

1'- 6"

1'- 0"

10' -6

10"

22' -8

3/ 4"

25'- 10 1

/4"

10"

14'- 7"

7'-8

21'- 7 1/

SMOKE EVACUATION SUPPLY FANS, SEE MECH.

nnnnnnnnnn

PARTITION LEGEND

n mm n mm m m

ONE HOUR FIRE & SMOKE RATED PARTITION

TWO HOUR FIRE RATED PARTITION

ONE HOUR FIRE RATED PARTITION

CONCRETE

CMU

PARTITION (METAL STUDS)

SMOKE PARTITION

SOUND PARTITION

n mm m

LINE OF PARAPET/SOFFIT ABOVE

SEE

LAN

DSC

APIN

G D

WG'S

SEE

LAN

DSC

APIN

G &

CIV

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

9 1/ 2"

1'-6 1/2

LINE OF BALCONY ABOVE

BEN

SEA

BEN

SEA

(ADD ALTERNATE #7)

PIPE

LLAR

(TYP

SEE PLUMBING &

DWG

'S F

CON

TINU

ATIO

SOFFIT ABOVE

SEE LANDSCAPING DWG'S

PLANTER

NOTE:

SEE SHEET 32, WINDOW

TYPE W-4 FOR H & J

DETAILS

W-4

CIVIL DRAWINGS

HW-83

HW-

THICK DASHED LINE INDICATES LINE OF WALKWAY (BASE BID)

COLUMN DETAIL

SCALE: 1"=1'-0"

COLUMN DETAIL

SCALE: 1"=1'-0"

(TY

PIC

AL)

4'- 6"

1'- 6"

2 1/2" MTL. RUNNER TRACK

5/8" GYPSUM BOARD

UL DESIGN NO. X772

2 1/2" METAL STUDS

STL. COLUMN-SEE STRUCTURAL2'-0"

1'-0"

2'- 0"

1'- 0"

1'-0"

3'- 0"

3/ 4"

ABOVE 16.67' ELEV., 4" 14 GAGE METAL STUDS

ABOVE 16.67' ELEV., 4" MTL. RUNNER TRACK

UL DESIGN NO. X772

ABOVE 16.67' ELEV., 1/2" SHEATHING

SYNTHETIC STUCCO (TYP.)

4'-6" 3'-0"1'-6"

1/2 "2

3/4"

STL. COLUMN-SEE STRUCTURAL

6" CMU UP TO 16.67' ELEV.

CONTROL JOINT

CONCRETE SPLASHBLOCK AT OUTFLOW

OVERFLOW OUTFLOW, SEE DETAIL 7/25,

CONTROL JOINT

COORDINATE W/ PLUMBING, DOWNSPOUT &

OVERFLOW, STRAP TO STUDS @ 4' O.C.

46 JNC DEG 46-7

D A

C B

AREA 'B'AREA 'A'

AREA 'C'AREA 'D'

C B

DETAIL SHT. 34

MECH. CONTROL CEN.

RECESSED FLOOR MAT

AUTOMATIC DOOR OPENERS

SEE SHEET 31

AND GUIDE RAILS

SEE

EET

L-7

SEE

L-

7 FO

R P

AVE

MEN

T SE

CTIO

W/ 6" C

ONC

. VE

RTIC

AL C

URB

W/ 6" C

ONC

. VE

RTIC

AL C

URB

SEE

L-

7 FO

R P

AVE

MEN

T SE

CTIO

L11

F.E.C.

IRRIGATION

CONTROLLERS

40'- 6"

7'-6 1/2

8'-7 1/4

8'-3

6'-0

85'- 0" m m

22'-9 1/2" 2'-2 1/2"

18' -6

W-5

W-3

1 11 S

T14

-4

1'-0"

8'-0" 4'-0" 8'-0" 8'-0" 5'-6"

DEPT. CONTROLLED GROUNDS

RELOCATE REGIONAL OFFICE

SEPT. 15, 1994

SEE SHEET 30 FOR PARTITION TYPES.

SEE CIVIL DWG'S FOR PARKING GARAGE AREA ELEVATIONS.

FINISH FLOOR ELEV. 12.667' (COORDINATE DEPRESSED SLAB AREAS)

WALLS ARE HORIZONTAL, VERTICAL OR ARE AT 45 DEGREE ANGLES UNLESS OTHERWISE INDICATED.

SEE "SYMBOLS" SHEET CPM1.

NOTE:

PIPE RAIL, SEE DET. 3

PIP

E R

AIL

, S

DET

PIPE RAIL ELEV.

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

±8'-3" TYP.

EQ. EQ. EQ.

±49'-6"

PRIMED & PAINTED

PIPE RAIL, 1 1/2" Ø

GALV. STEEL

GALV. STEEL DOWEL

INSERTS, 1/2" Ø,

PRIMED & PAINTED

1'- 6"

10" 6" 2"

1'-6" 1'-6"

1'-6"16'-0"

1'- 6"

8'- 0"

29'-6"1'-6"1'-6"

4" 1'-

10"8"

3'- 0"

23' -8

WALL OF RM 108 TO OUTSIDE

IRRIGATION USE FROM WEST

1" PVC CONDUIT FOR FUTURE

De pa rt m en t of

Ve te ra ns A ff ai rsDate

Checked Drawn DRAWING NO.

Project No.

Dwg. Of Of fic e of F ac ilit ies

Project Title

Building Number

Drawing Title

Approved: Area Project Manager

Location th re e inc he s on e fo ot on e an d on e-ha lf inc he s on e fo ot on e inc h on e fo ot on e-ha lf inc h on e fo ot th re e-eig ht hs in ch o ne f oo t

Date on e-qu ar te r inc h on e fo ot on e-eig ht h inc h on e fo ot

Revisions th re e-qu ar te rs in ch o ne f oo t

CLEMONS, RUTHERFORD

& ASSOCIATES, INC.

ARCHITECTS PLANNERS INTERIOR DESIGNERS

2027 THOMASVILLE ROAD, TALLAHASSEE, FLORIDA 32312 (904) 385-6153

DEPT. CONTROLLED GROUNDS

RELOCATE REGIONAL OFFICE

SEPT. 15, 1994

D ENG

INE

REG IST ERE

STATE OF

ROLF ADI

TREC

IFIC TA E

No 39923

M. BAI L SE

91054.00TLC NO:

C O N S U L T I N G E N G I N E E R S

TILDEN LOBNITZ & COOPER, INC.

1717 S. ORANGE AVENUE ORLANDO, FL. 32806, (407) 841-9050

ORLANDO - FT. MYERS - TALLAHASSEE - CLEVELAND

NORTH

FOUNDATION PLAN - AREA 'D'

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

KEY PLAN

2' 12'6'0 24'

GRAPHIC SCALE

2.1

1.1

ED.1DC C.1BA

AREA 'B'AREA 'A'

AREA 'C'AREA 'D'

50'-0" 50'-0" 25'-0" 25'-0" 25'-0" 25'-0"

50' -0

50'

-0

25' -0

25'

-0

25' -0

25'

-0

1'- 6"

1'-6"

S-25

P7 P3

P9 P9

S-25

SEE 17/S-24 TYP.

46S-6

FOUNDATION PLAN

AREA D - STRUCTURAL

JBW DFJ/SMB

WF3

T/MAT

10.67

8.67

T/MAT

21'-10" 8" 10"8"

1'- 0"

8" 1'-

0" 9' -6

T S-

LIN

E E

VERT. & HORIZ. JT. REINF. @ 16" O.C. TYP.

8" CMU WALL W/#5 @ 3'-4"

EA. WAY EA. FACE TYP.

12" CONCRETE C.I.P. WALL W/#5 @ 12" O.C.

CENTERED EA. WAY TYP.

8" CONCRETE C.I.P. WALL W/#5 @ 12" O.C.

EXTERIOR: 5" CONC. W/6x6xW2.9xW2.9 W.W.F, U.N.O..

INTERIOR: 4" CONC. W/6x6xW2.1xW2.1 W.W.F, U.N.O..

CONCRETE SLAB ON GRADE SHALL BE:

T/PILE CAP = 10.67', U.N.O.

T/CONC SLAB = 12.67', U.N.O.

NOTES:

T/FTG. = 10.67' , U.N.O.

4 PRECAST OR POURED LINTEL OVER OPENINGS

IN CMU WALLS. SEE SCHED 16/S-29.

FINISH FLR. ELEVATIONS - SEE ARCH.

DWGS. FOR SIDEWALKS, GRATING & PARKING

UNDER BLDG. - SEE CIVIL DWGS.

SEE ARCH. FOR ALL DIMENSIONS NOT

GIVEN.

5 PILES AT ALL WALL CORNERS AND AT 12'-0" O.C.,

MAX. BETWEEN UNDER WF3 WALL FOOTING AT

BUILDING PERIMETER.

SEE 19/S-29 FOR SHEAR WALL ELEVATIONS.6

SEE 1/S-26 FOR 3-#8 HORIZ EA FACE

AT EA. FLOOR

SEE 15/S-28 FOR #4 HAIRPINS @ 12. O.C.

AT WALL ENDS

7 SUBSTITUTE 3-#8 FOR 3-#5 EA. FACE VERT.

AT CORNERS AS SHOWN.

SEE COLUMN SCHEDULE 19/S-24.

SEE PILE CAP SCHEDULE 17/S-24.

SEE FOOTING SCHEDULE 5/S-24.

SEE CONSTRUCTION JOINT DETAILS 4/S-24.

COORDINATE BOLLARD LOACATION WITH

ARCHITECTURAL AND CIVIL DRAWINGS.

S-24

S-25

RECESS FOR FLOOR

MAT COORD W/ARCH

& SUPPLIER

S-25

CJ CJCJ

CJCJCJ

CJCJ CJ

CJSEE DETAIL 4/S-24 (TYP.)

FOR CONTINUATION

& LANDSCAPING

SEE CIVIL

6" RAISED CURB

SEE CIVIL

CJ CJ

S-29

S-25

S-29

S-25

P39

C.S.J.

T/SLAB

EL. 12.67'

S-29 SIM.

2 6

3 5

T/SLAB

EL. 12.67'

1'-

2'-2"

SHOWER RECESS

COORD. W/ARCH.

S-28 15 7

1'- 4"

3' -5

9'-10" 2'-5"

1'-4"2"

STAIR 3

P49

1 3 SIDES

2 SIM.

RFI -NO. AS NOTED

AMEND. 2-OCT. 12, 1994

AMEND. 1-OCT. 10, 1994 1

Fireproof Drawing

quad A

Model

quad B

Model

quad C

Model

quad D

Model

File details come from the government source that posted it. Updated Feb 20, 2024.