0266-7SB101-N1.pdf

YF

Y2

XA

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A

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3.1

1.1

Y19

Y21

YG

YE

YD

YC

Y4

YB

YA

Y6

Y8

Y9

Y11

Y13

Y15

10' - 10"

4' - 8"

36' - 0"

33' - 6"

33' - 0"

33' - 0"

24' - 0"

24' - 0"

24' - 0"

24' - 0"

13' - 1"

24' - 0"

6'

4'

1"

2'

18' - 0" 3' - 0" 15' - 0" 9' - 9" 8' - 3" 18' - 0" 18' - 0" 18' - 0"

24' - 0"

24' - 0"

24' - 0"

10' - 10"

4' - 8"

36' - 0"

33' - 6"

7- 1B

7- 1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7- 1B

7- 1B

7- 1B

7-

1B

7- 1B

7-

1B

7- 1B

7-1B17 7-1B17 7-1B17

7-GB24

7-GB26

7-GB26

7-GB23

7-GB24

7-GB25

7-GB15

7-GB24

1' - 5 5/8"

7SB501

7SB502

7SB501

7SB501

7SB501

7SB502

7-1B18

7SB501

7SB502

7-GB26

24X24 PIER

TYPICAL OF 8

7SB503

7SB503

7SB502

7S B

1-

N

7S B

1-

N

T.O.S.

95'-11"

T.O.S.

99'-9"

1' - 4"

1' - 0"

7-GB47

7-GB48

7-GB44

7-GB45

7-GB45

7-GB46

7-GB49

7-GB50

7-G B

#4@10"X11'-0"

TOP

#6@ 10"

T O

P

#6@6"

TOP

#6@ 10"

B O

T

#4@10"

TEMP

7-GB42

#6@ 12"

T O

P

7-GB43

#4@ 10"

T O

P

7-GB30

7-GB31

#4@ 9"

B O

T

7-GB34

7-GB35

#6@12"

TOP

7-GB31

7-GB32

#4@ 10"

T O

P

#4@10"

TEMP

7-GB35

7-GB35

7-GB36

7-GB37

#4@ 9"

B O

T

#4@ 10"

T O

P

7-GB33

#4@ 9"

B O

T

#6@12"

TOP

7-GB38

7-GB39

7-GB39

7-GB40

7-GB41#4@10"X20'-6"

TOP

7-GB34

7-GB35

7-GB35

7-GB35

7-GB36

7-GB37

#4@ 9"

B O

T

#4@ 10"

T O

P

7-GB38

7-GB39

7-GB39

7-GB40

7-GB41

#4@ 9"

B O

T

#6@12"

TOP

7-GB34

7-GB35

7-GB35

7-GB35

7-GB36

7-GB37

#4@ 9"

B O

T

#6@12"

TOP

#4@ 10"

T O

P

#4@ 9"

B O

T

#4@10"

BOT. (TYP.)

7-GB38

7-GB39

7-GB39

7-GB40

7-GB41

7-GB34

7-GB35

7-GB35

7-GB35

7-GB36

7-GB37

#4@ 9"

B O

T

#6@12"

TOP

7-GB30

7-GB31

7-GB31

7-GB32

7-GB33

#4@ 9"

B O

T

#4@10"X11'-0"

TOP

7-GB30

7-GB31

7-GB31

7-GB32

7-GB33

#6@ 11"

T O

P

#6@ 11"

B O

T

93' - 8" #6@11"

TOP

#6@11"

TOP

#6@11"

TOP

#6@11"

TOP

#6@11"

BOT.

#6@11"

BOT.

6' - 4"

17' - 8"

2' - 4"

1' - 0" 1' - 1"

1' - 6"

2' - 11 1/8"

#6@12"

TOP

7-G B

7-G

B

7-G B

#4@10"

BOT.

#4@10"

TOP

#4@10"

BOT.

#4@10"

BOT.

#6@11"

TOP

1' - 0"

T.O.S. EL. 95'-10" 1' - 6"

1' - 2" 1' - 2"

5' - 2" 10"

1' - 2"

1' - 0"

7SB501

7SB503

T.O.S

EL. 104'-0"

7SB501

YB.9

5' - 0"

7-1B16 7-1B17

7- 1B

7-1B20

#6@11" TOP

#6@7-1/2" TOP #6@9" TOP

#6@10" TOP

#6@10" TOP#6@8" TOP

#6@6-1/2"" TOP

#6@15" BOT.

#6@17" BOT.

(TYP. U.N.O.)

#6

T E

M P

(T

Y P

. U .N

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1' - 3"

2' - 6"

7-1B20

7- 1B

1' - 5" 7' - 1"

1'

1'

T Y

P

1' - 3" 24' - 0" 1' - 0" 8' - 6" 1' - 3"

1'

1'

1'

7-1B22

#6@11" TOP

#6@11" TOP

1'

1'

1' - 3"1' - 1"

#6@17" TOP

BOT. E.W.

7SB503

Y17

7SB503

SIM.

3' - 0"

1' - 3"

2' - 6"

7SB503

1' - 11" 2' - 9"

7SB503

7SF501

Y4.1

Y4.5

YB.1

7SB503

6" 1' - 4"

11' - 5"

1' - 10"

26' - 9"

6' - 3"

7SB501

1' - 1"

24' - 0"

3' - 6"

22' - 9"

H S

S 8X

6X 3/

(E L.

'-0

7SF502

2' - 4" 7' - 11"

7-1B20

7-1B20

S8X23

S 8X

1' - 2 3/8"

(8

(8' - 8") 15

7SF504

BEAR END OF S8

5 1/2" ON 8" C.M.U.

GROUT ALL BLOCK

COURSES SOLID

BELOW BEARING FOR

2 COURSES

12' - 0"

7- 1B

7-

1B 02 7-

1B

2'

7- 1B

7- 1B

7- 1B

1' - 0"

1' - 3"

7SB503

7-1B22

10' - 3" 2' - 9"

1'

7SB504

8" PRECAST SLAB

7SB504

7SB504

7SB504

20" SLAB

EL. 94'-0"

7SB504

2' - 6 1/16"

7SB501

HSS10X4X1/4 W/ 3/8x16 PL SEE F4/7AS217

HSS10X4X1//4 W/

3/8X16 PL. SEE

B4/7S217

M C

X

(7

1/ 2"

(7

1/ 2"

M C

X

1 1/2" GRATING

BEAR ENDS OF

MC10 5 1/2" ON

8" C.M.U.

8" 3' - 10"

#6@17"

TOP & BOT.

#6@17"

TOP & BOT.

8" 3' - 6"

5'

8'

PROVIDE 36” x 54” 2-HR

FIRE-RATED FLOOR

HATCH W/CLOSER.

WALKING

SURFACE TO BE

ALUMINUM

CHECKER PLATE.

99' - 11"

7SB503

REINF. WALL

PER 4/7SB501

4"

2' - 8"

3'

4' - 8 1/4"

7SB504

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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 7 FIRST FLOOR FRAMING PLAN-AREA N1

TMD RJCJuly 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

Construction Documents 1

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

7SB101-N1

7629-HS2-401

Department of

Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MAINTENANCE

EWP_5

1/8" = 1'-0"1

BLDG 7 FIRST FLOOR FRAMING

PLAN-AREA N1

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

FLOOR FRAMING NOTES

1. DESIGN FLOOR LIVE LOADS: SEE STRUCTURAL GENERAL NOTES ON SHEET

0SF001.

2. FLOOR CONSTRUCTION: 10" CONCRETE SLAB UNLESS NOTED OTHERWISE

OVER CONCRETE BEAMS SUPPORTED BY PRECAST PILES OR PILE CAPS .

3. TOP OF SLAB ELEVATION (T.O.S) = 99'-9" U.N.O. SEE ARCHITECTURAL AND

MECHANICAL DRAWINGS FOR MINOR SLOPES, C.I.P. CONCRETE CURBS,

DRAINS, OPENINGS FOR PIPES AND DUCTS; ETC.

4. SEE SHEET 7SB601 FOR CONCRETE SLAB AND GRADE BEAM SCHEDULES.

5. SEE SHEET 7SF610 FOR WALL AND COLUMN SCHEDULES.

6. SEE SHEET 0SF001 FOR STRUCTURAL NOTES, LEGEND AND CODED NOTES.

7. LAP ALL TOP AND BOTTOM SLAB REINF. FOR A FULL TENSION LAP. SEE

SHEET OSF001 FOR LENGTHS.

8. SEE SHEET 7SF601 FOR TANK SLAB BEAMS.

1 ADDENDUM 1 08/24/11

2 ADDENDUM 2 08/24/11

3 ADDENDUM 3 - Post Bid 12/2/11

5 BULLETIN 004.1 05/25/2012

6 BULLETIN 006 06/29/2012

7 BULLETIN 009A 10/31/2012

13 BULLETIN 012C 4/8/13

COLUMN IS 30" IN

DIAMETER, ROUND OR

SQUARE IS ACCEPTABLE

(RFI-00067)

OK TO POUR SOG

IN COFFERDAM

AREA AS

ELEVATED, RFI-259

99'-11" TOP OF

RAMP, RFI-274

COLUMN IS 30" IN

DIAMETER, ROUND OR

SQUARE IS ACCEPTABLE

(RFI-00067)

RFI-315 CONFIRMED

ONLY 1 TOP MAT

OF REBAR (N/S)

RFI-341 POUR

BREAK

ACCEPTABLE IN

THIS AREA

RFI-349, COLUMN AND

WALL CAN BE CAST

SO THERE IS NO GAP.

NO ADDITIONAL

REINFORCING

NEEDED.

REFERENCE

RFI-330 FOR

SUMP PIT

LAYOUT

REFERENCE

RFI-248 FOR BEAM

PLACEMENT

RFI-342, SECTION DETAIL

SHOULD REFER TO 8/7SB503

FOR CLARIFICATION

REFERENCE RFI#0435.

COLUMN CAN BE

POURED TO LEVEL 1.5

AREA TO RECEIVE TOPPING

SLAB PER RFI#319.1

SEE RFI-519 FOR

REVISED DETAIL

SEE RFI-577 FOR

ADDITIONAL CONCRETE

WALL AND REINFORCEMENT

RFI:00613 -

Dock slope should be consistent from the wall to the dock edge.

SEE RFI-618 FOR BEAM AND

COLUMN LOCATION

SEE RFI-618 FOR

WALL DIMENSIONS

AND LOCATIONS

SEE RFI-685 FOR

EXPANSION JOINT

CLARIFICATION

SEE RFI-685 FOR

EXPANSION JOINT

CLARIFICATION

SEE RFI-658 FOR REBAR AND

STAIR VOID CLAIRIFCATION

RFI:00760 - Block-Out Needed for Pipe Access - Approved

RFI 00779: Beams can be poured together

Rebar to be cut off and set in drilled holes with adhesives per RFI-1149

Added Steel for Precast Panels 00985

PER RFI 01229, USE DETAIL

11/7SB501 FOR THE EAST

WALL AT THE FUEL/OIL

TRANSFER ROOM.

See RFI-769.1 for topping slab clarification

RFI-769.2 for topping slab revision

RFI:01334 - Block-out for fill station piping.

RFI 01498 - See curb required at perimeter of room 1N106.

RFI 01477

Curb Dimension

RFI 02215: FOOT

GRILLE

DEPRESSION

RFI 02215: FOOT

GRILLE

DEPRESSION

RFI-01964.2: Provide a 48"x60" 2-hr rated, aluminum floor hatch

RFI 00769.3:

Waterproofing Clarification

RFI-01964.3: Additional Ladder needed at Level 1 to basement RFI-01964.4: 36" x 48" floor hatch is acceptable