36C25619Q1398 0002 0231-6SB101-M2.pdf

F

G

H

J

K

L

M

30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 19' - 0"

6S B

1-

M

6S B

1-

M

6S B

1-

M

6S B

1-

M

1' - 0"

N

9.5

1' - 7"1' - 6" 3"

E Q

E Q

4"

1'

1' - 6"

1' - 6"

6SB501

6SB501

6SB501

6SB501

#6@9" O.C. x 4'-0"+HK TOP

TYP AT ALL DISCONT. SLAB EDGES

#6@9" O.C. EA. WAY TOP

#5@12" O.C. EA. WAY BOT

#6@9" O.C. x 4'-0"+HK TOP

TYP AT ALL DISCONT. SLAB EDGES

6-GB06 6-GB07

6- G

B

6- G

B

6-GB06 6-GB07

6- G

B

6- G

B

6- G

B

6- G

B

6- G

B

6- G

B

#6@9" O.C. x 4'-0"+HK TOP

TYP AT ALL DISCONT. SLAB EDGES

#6@9" O.C. EA. WAY TOP, TYP

#5@12" O.C. EA. WAY BOT, TYP

3'

3'

1'

11' - 8" 11' - 8"

6SB501

6' - 9" 1' - 8"

6SB501

11' - 3"

9" (TYP.)

6SB501

6-GB16

6-GB16

6-GB16

6-GB17

6- G

B

6-GB05

6-GB02

6- G

B

6- G

B

6- G

B

6-GB136-GB126-GB136-GB136-GB12

19' - 0"

( 9 7' -

9" )

( 9 7' -

9" )

( 97' - 9" )

( 97' - 9" )

FG ES

6SB502

( 97' - 9" )

FG

CC

6SB501

1' - 0" 2' - 0"

FG ES

1'

2'

FG ES

6SB501

ES

FG

1' - 0"

2' - 0"

1'

6SB501

1'

1'

15' - 0"7' - 6"

FG ES

7' - 6"

0SB501

TYP.

2' - 0"2' - 0"

(TYP.)

2'

2'

(T Y

P

0SB501

TYP.

0SB501

CC

W.P.

( 98' - 9" )

( 98' - 9" )

( 98' - 9" ) ( 99' - 9" )

98' - 9"

E Q

E

Q

(U .N

.O

(U .N

.O

(U.N.O.)

EQ.

(U.N.O.)

EQ.

10" 4"

4"

4"

4"

DPTYP.

2'

3"

( 96' - 6" )

( 97' - 9" )

9A

6SB501

1' - 9"

1' - 9"

98' - 9"( 98' - 9" ) ( 99' - 9" )

( 96' - 6" )

( 97' - 9" )

1' - 9"1' - 9"

1'

1'

3" 3"

6- G

B

6- G

B

6- G

B

6- G

B

6- G

B

0SB501

0SB501

ES

6SF202

6SF204

9A

6SB501

SIM.

6-GB16

P36

97' - 9"

6SB501

3A

6SB501

5' - 6"

1' - 6"

14' - 0" 2' - 6"

6SB502

SIM.

(TYP.)

@ BRICK

( 100' - 3" )

( 100' - 3" )G B

23 G B

( 97' - 3" ) P36

( 97' - 3" )

( 97' - 3" ) ( 9

7' - 3 " )P36

P36

P36

6' - 1 1/2" 13' - 3" 2' - 7 1/2"

2'

/2

9'

2'

/2

SUMP PIT

( 9 7'

9"

P3

6SB502

3' - 6"

2'

14' - 0" 3' - 0"

2' - 7 1/2"

3' - 4 1/2"

1' - 11"

6SB501

3'

7A

6SB501

1'

1"

SIM.

0SB501

1'

6SB501

6SB501

10' - 11"

TO O.F. OF GB

8' - 11"

6SB501

( 9 8'

9"

P3

6-GB25

THICKEN GB TO

BEAR E.E.

6-GB01

6-GB27

Q D2 D1

E2 E1

F2 F1

G2 G1

A2

A4

A5

A1

A6

B1

C1 C2

B2

H

J1 J2

L

K

M1 M2 M3

P

N1 N2

A7

D3

E3

F3

R1

R4

R2 R3

A3

B3

PLAN

NORTH

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F

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(1

0'

6"

6"

0'

0'

123456

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6"

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

APPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBER

BUILDING NUMBER

NEW ORLEANS, LOUISIANA

BLDG 6 FIRST FLOOR FRAMING PLAN - AREA

M2

TMD KMYJuly 15, 2011

SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD / TANK CONSULTANT

I.S.C. GROUP, INC. / IRRIGATION

DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE

FULLY SPRINKLERED

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE

6SB101-M2

6629-HS2-401

Department of

Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MAINTENANCE

EWP_5

1/8" = 1'-0"1

BLDG 6 FIRST FLOOR FRAMING

PLAN - AREA M2

ALL FOUNDATION DRAWINGS WITH SB PREFIX IN EWP04 WERE REPLACED

BY THE SHEETS OF THE SAME NAME AND NUMBER FROM EWP05 EFFECTIVE

WITH ADDENDUM #5 TO EWP04.

1 ADDENDUM 1 8/24/11

2 ADDENDUM 2 8/24/11

3 ADDENDUM 3 - POST BID 12/2/11

4 ADDENDUM 4 - POST BID 12/21/11

5 BULLETIN 004.1 5/25/12

10 BULLETIN 009D 2/5/13

13 BULLETIN 012D 6/7/13

RFI 02320: Provide layout for duct chase and penetration for pool equipment.

RFI 02356: Install 8" wall between stairs and ramp

UP

5'-1 1/2"

13'-3"

9' -9

" 3'-7 1/2"

RFI 00112 for anchor plate size

RFI-571, 11'-9 1/2"

RFI-571, 3'-4 3/4 " &

8'-4"

2' -9

2' -9

2' -9

2' -9

2'-9" SOUTH OF

COLUMN LINE 6 PER

RFI 01038.

PIT TO BE

RELOCATED ON

ADJACENT PILE

CAP PER RFI 01035.

RFI-1888: Pile Clarification

SEE RFI 01036

FOR OFFSET

GRADEBEAM

DIMENSIONS.

RFI 02325: Thicken slab edge below pool wall to bear on pile cap

RFI 02324: Confirms deep end of pool to be 12'10" wide

RFI 02322: Corrects the details in the clouded location.

Adds 8" divider wall.

RFI 02318: Valve pit and associated reinforcing

12'-10

8"

3'-6"

3'-8" 8"

24'-4" 3'-0"

3' -6

/2

UP

UPUP

UP

3" Slab Depression for ramp

UP

RFI 02417: SHIFT

THERAPY POOL

OPENING 12" WEST.

RFI 02316: Sump dimensions are 2'x2'x2'.

See detail 16/0SB501

RFI 02382:

Clarifies location of sump

RFI 02396: Provide clarification on curb dimensions RFI 02395: reduces curb height to 100'-2"

RFI 02329: Provides detail of wall between ramp sections.

RFI 02340: No slope required for pool slabs

RFI 02605: Provides fix for bent anchor bolts

Per 0SB001

RFI 02756: Moves pit 10" west and confirms dimensions.

4'-4"

RFI 02755: Clarifies P36;

top of pier elevation 97'9"

RFI 02468: note 24 applies to this column

RFI 02468: note 24 applies to this column

RFI 02726: Detail for curb at this location is B1/R6AS510

4'-4"

RFI 02730: Provides dimension to CL of door

9'

CL of Door

RFI 02731: Provides dimension to CL of door

6'

CL of Door

RFI 02733: Provides dimension to CL of door

8' -9

CL of Door

RFI 02727:

Provides dimension to centerline of door

RFI 02719: Curb R.O.

Dimension for Ext.

Door.

CL

RFI 02719: Curb R.O.

Dimension for Ext.

Door.

RFI 02713: Provide revised curb layout dimensions

RFI 02713: Provide revised curb layout dimensions

RFI 02713: Provide revised curb layout dimensions

RFI 02713:

Curb height is 2"

RFI 02713: Provide revised curb layout dimensions

RFI 02894.1:Flood Barrier Embed Sill Plate Depression Needed

RFI 4511: 3" Cantilever of slab past edge f the grade beam.

RFI 4511: 3" Cantilever of slab past edge f the grade beam.

RFI 5339: Walk Off Matt Orientation Details and Substrate at Curtain-wall Walk-off Matt Transition

RFI 5628: Column Encasement Height 10'-5"

RFI 5628: Column Encasement Height 10'-5"

RFI 06111: Shifts work point west to intersection of 5 degree line and 1 line.

RFI 07236: Surface Cracking at Exposed Grade Beam Fix

RFI 07236: Surface Cracking at Exposed Grade Beam Fix

RFI 07381: Compression strength 3840 psi acceptable at this column

RFI 07381: Compression strength 3840 psi acceptable at this column