NOAA La Jolla-Amendment 2_Drawings.pdf

GENERAL NOTE

STEEL STUD ALLOWABLE HEIGHTS ARE BASED ON 5 PSF AND L/240 DEFLECTION DATA PUBLISHED

BY THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA), THE METAL STUD MANUFACTURERS

ASSOCIATION (MSMA), NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS

(NAAMM). HEIGHTS SHOWN CAN BE INCREASED BY CHANGING STUD GAUGE AND SPACING AS

NOTED IN THESE STANDARD DATA SOURCES.

ALL EXTERIOR WALLS SHALL HAVE INSULATION WITH A R- (FILL IN #) VALUE. FOR MORE DETAILED

INFORMATION, SEE WALL TYPES AND SPECIFICATIONS.

ALL ROOF AREAS SHALL HAVE A COMBINED TOTAL R- (FILL IN #) VALUE. FOR MORE DETAILED

INFORMATION SEE REFLECTED CEILING PLANS, ROOF PLANS, AND SPECIFICATIONS.

SEE SHEETS A041, A042 FOR FULL HEIGHT WALL TYPICAL DETAILS.

SEE SHEETS A041, A042 FOR TYPICAL DETAILS.

SEE SHEETS A041, A042 FOR TYPICAL CONTROL JOINT DETAILS.

/2 M

IN

PROVIDE 1/2"

UNDERCUT @

MTL STUDS

ANCHOR GYP BD

TO STUDS NO

CLOSER THAN

6" TO TRACK

TOP EDGE OF

GYP BD

DEEP LEG TRACK

ATTACH TO UNDERSIDE

OF DECK/STRUCTURE

DO NOT ANCHOR STUDS

TO TRACK

CONT. BRIDGING

/2 M

IN

MTL STUDS

GYP BD EA SIDE

PROVIDE 1/2"

UNDERCUT @

MTL STUDS

ANCHOR GYP BD

TO STUDS NO

CLOSER THAN

6" TO TRACK

TOP EDGE OF

GYP BD

DEEP LEG TRACK

ATTACH TO UNDERSIDE

OF DECK/STRUCTURE

DO NOT ANCHOR STUDS

TO TRACK

CONT. BRIDGING

/2 M

IN

MTL STUDS

GYP BD EA SIDE

PACK DECK FLUTES

TIGHT W/ FIRE SAFING

FIRE SEALANT

WALL

FIRE STOPPING @

TOP OF FURRED SPACE

FURRED SPACE SEE

PLAN FOR SIZE

SEAL ALL PENETRATIONS @ FIRE

STOPPING W/ FIRE SAFING (TYP.)

CEILING

NOTE: FOR COMBUSTIBLE FURRING

LOCATIONS PROVIDE FIRE

STOPPING AT CEILING LINE

M

IN

.0

.0

°MTL STUD BRACES TO

STRUCT. ABOVE @ 48" O.C.,

ALTERNATE DIRECTION

CEILING

SEAL ALL PENETRATIONS

IN TOP OF TRACK W/ FIRE

SEALANT.

.0

.0

°MTL STUD BRACES TO

STRUCT. ABOVE @ 48" O.C.,

ALTERNATE DIRECTION

CEILING

SEAL ALL PENETRATIONS

IN TOP OF TRACK W/ FIRE

SEALANT.

CEILING OF VARYING HEIGHT

((NON-COMBUSTIBLE WALL))

PACK STUD CAVITY W/ FIRE

SAFING @ LOWER CEILING

LINE. ALT: RUN GYP BD TO TOP

TRACK IN LIEU OF FIRE SAFING

M

IN

M

IN

BASIC PARTITION THICKNESS

NOTES:

1) REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION

ON SHEET S400

M

M1

7 5/8"

CMU"

7 5/8"

YES

FIRE RATING (HRS)

FIRE TEST NUMBER

ACOUSTICAL RATING (STC)

ACOUSTICAL TEST NUMBER

ACOUSTICAL JOINTS

FIRE RESISTIVE JOINTS

MASONRY SIZE (VERTICAL)

MASONRY MATERIAL

PARTITION SYSTEM:

MASONRY PARTITION

TO STRUCTURE ABOVE

TO 6" ABOVE CEILING

PARTITION IDENTIFICATION PLAN

SYMBOL

REMARKS

SEISMIC ANGLES PER STRUCTURAL

FIRE SAFING AND SEALANT

BOND BEAM STARTER COURSE

DOWELED TO SLAB

RE: STRUCTURAL

PARTITION IDENTIFICATION PLAN

SYMBOL

REMARKS

BASIC PARTITION THICKNESS

G

FIRE RATING (HRS)

FIRE TEST NUMBER

ACOUSTICAL RATING (STC)

ACOUSTICAL TEST NUMBER

INSULATION THICKNESS

GWB THICKNESS

ACOUSTICAL JOINTS

FIRE RESISTIVE JOINTS

STUD SIZE

STUD SPACING (O.C.)*

PARTITION SYSTEM:

GYPSUM WALL BOARD PARTITION

BASIC PARTITION THICKNESS

NOTES:

1) CONFIRM STUD SPACING WITH STRUCT.

F

F2

4 1/4"

24"

3 5/8" MS

5/8" X

-INSULATION THICKNESS

GWB THICKNESS

STUD SIZE

STUD SPACING (O.C.)

PARTITION SYSTEM:

GYPSUM FURRING PARTITION

PARTITION IDENTIFICATION PLAN

SYMBOL

REMARKS

NOTES:

1) CONFIRM STUD SPACING WITH STRUCT.

2) PROVIDE MOISTURE RESISTANT GWB IN WET AREAS.

3) EXTEND ALL FIRE RATED WALLS STRUCTURE TO STRUCTURE.

4) USE TYPE "X" GWB FOR ALL FIRE RATED PARTITIONS

5) ALL WALLS SHALL BE FULL HEIGHT U.N.O. (STUDS TO BOTT. OF

STRCT.)

G1

4 7/8"

24"

3 5/8" MS

5/8" X

NO

G1a

4 7/8"

24"

3 5/8" MS

5/8" X

2 1/2"

NGC 2386

NO

BEARING WALL NO NO

RESILIENT CHANNELS

- YES

BASIC PARTITION THICKNESS

NOTES:

1) PROVIDE MOLD RESISTANT GWB IN WET AREAS.

2) EXTEND ALL FIRE RATED WALLS STRUCTURE TO STRUCTURE.

3) USE TYPE "X" GWB FOR ALL FIRE RATED PARTITIONS

S

S1

5 1/4"

24"

4" CH

(2) 5/8"X

UL-U438

YES

FIRE RATING (HRS)

FIRE TEST NUMBER

INSULATION THICKNESS

GWB THICKNESS

FIRE RESISTIVE JOINTS

STUD SIZE

STUD SPACING (O.C.)*

PARTITION SYSTEM:

GYPSUM SEPARATION PARTITION

PARTITION IDENTIFICATION PLAN

SYMBOL

REMARKS

1" XSHAFT WALL LINER THICKNESS

N/A

F3

6 5/8"

24"

6" MS

5/8" X

G3

7 1/4"

24"

6" MS

5/8" X

U419

YES

NO

G4

6 1/8"

24"

3 5/8" MS

(2) 5/8" X

EA. SIDE

NO

NO

G5

8 1/2"

24"

6" MS

U419

YES

NO

M2

7 5/8"

CMU"

7 5/8"

2 HR

UL-U905

YES

YES

G2

4 7/8"

24"

3 5/8" MS

5/8" X

U419

YES

NO

F1

2 1/4"

24"

1 5/8" MS

5/8" X

YES

GWB TO STRUCTURE

STUDS TO STRUCTURE ABOVE

YES

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

STUDS TO 6" ABOVE CEILING NO NO NO NO NONONO

NO

NO

GWB TO STRUCTURE

STUDS TO STRUCTURE ABOVE

NO

STUDS TO 6" ABOVE CEILING NOYES

5/8" GYPSUM WALLBOARD

(09250)

METAL RUNNER (09111)

JOINT SEALANT (07920)

METAL RUNNER (09111)

JOINT SEALANT (07920)

5/8" GYPSUM WALLBOARD

(09250)

METAL EXPANSION RUNNER

(09111)

JOINT SEALANT (07920)

METAL RUNNER (09111)

JOINT SEALANT (07920)

GYPSUM SHAFT LINER (09265)

5/8" GYPSUM WALLBOARD

(09250)

METAL EXPANSION RUNNER

(09111)

JOINT SEALANT (07920)

METAL RUNNER (09111)

JOINT SEALANT (07920)

G6

7 1/4"

24"

6" MS

5/8" X

NO

NO

YES

YES

NO

BATT INSULATION WHERE

INDICATED PER WALLTYPE

(07120)

G7

7 1/4"

24"

6" MS

U419

YES

NO

YES

YES

NO

M3

7 5/8"

CMU"

2 HR

UL-U905

YES

YES

M4

7 5/8"

CMU"

2 HR

UL-U905

YES

YES

7 5/8" 7 5/8"

G1b

4 7/8"

24"

3 5/8" MS

5/8" X

NO

NO

YES

NO

G1c

24"

5/8" X

NO

NO

YES

NO

7 1/4"

6" MS

NO NO

NO NO

G5a

6 1/8"

24"

3 5/8" MS

U419

YES

NO

YES

YES

NO

F1a

2 7/8"

24"

1 5/8" MS

(2) 5/8" X

1 SIDE

NO

NO

NO

YES

F2a

2 7/8"

24"

(2) 5/8" X

1 SIDE

NO

NO

NO

YES

3 5/8" MS

(2) 5/8" X

EA. SIDE

(2) 5/8" X

EA. SIDE

(2) 5/8" X

EA. SIDE

G4a

6 1/8"

24"

3 5/8" MS

(2) 5/8" X

1 SIDE

NO

NO

YES

YES

NO

M

7 5/8"

CMU"

7 5/8"

NA

YES

1 HR

UL-U905

YES

50ACOUSTICAL RATING (STC)

RATED WALL ASSEMBLY

(1 HR SHOWN)

NON RATED WALL

ASSEMBLY

CONTINUE GYP. BD BEHIND

STUD - PROVIDE PROPER

PENETRATION PROTECTION

AT PENETRATIONS OF WIRE,

CONDUIT, ETC. AT THIS AREA.

NON RATED WALL

ASSEMBLY

RATED WALL ASSEMBLY

(2 HR SHOWN)

CONTINUE GYP. BD BEHIND

STUD - PROVIDE PROPER

PENETRATION PROTECTION

AT PENETRATIONS OF WIRE,

CONDUIT, ETC. AT THIS AREA.

Fax: (816) 358-2367 www.gdsengr.com

Gibbens Drake Scott, Inc.

Phone: (816) 358-1790

Raytown, Missouri 64133

9201 E. 63rd Street, Suite 100

Project No

Date:

Sheet:

UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE

IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION, RECORDING PURPOSES OR

IMPLEMENTATION

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 21

A

B

C

D

E

F

G

H

J

K

L

M

N

P

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

Q

R

S

18 19 20

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 2118 19 20

Prime Consultant - MEP FP Engineer:

GDS Engineering 9201 E. 63rd Street, Suite 100 Raytown, MO 64133 Tel. 816-358-1790 Fax. 816-358-2367

Architect of Record:

Gould Evans Associates, LC 4041 Mill Street Kansas City, Missouri 64111 P: 816-931-6655 F: 816 931 9640

Associate Architect:

Architects | Delawie Wilkes Rodrigues Barker 2265 India Street San Diego, CA 92101 P. 619.299.6690 F. 619.299.5513

Specifications/Labs/Security:

HDR, Inc.

8690 Balboa Avenue, Suite 200 San Diego, CA 92123 P: 858.712.8347 F: 858.712.8333

Structural Engineer:

TranSystems 2400 Pershing Road, Suite 400 Kansas City, MO 64108 P: 816.329.8600 F: 816.329.8602

Civil Engineer:

RBF Consulting Engineers 9755 Clairemont Mesa Blvd. #100 San Diego, CA 92124 P: 858.614.5000 F: 858.614.5001

Landscape Architect:

Wimmer Yamada & Caughey 3067 5th Avenue San Diego, CA 92103 P: 619.232.4004 F: 619.232.0640

Green Roof Consultant:

Jeffrey L. Bruce & Co 1907 Swift St.,Suite 204 N. Kansas City, MO 64116 P: 816.842.8999 F: 816.842.8885

U.S. Department of Commerce, NOAA

Southwest Fisheries Science Center La Jolla, California

/1 /2 :0 :3 P M

A040

INTERIOR WALL TYPES

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents 1 1/2" = 1'-0"

A1 NON RATED PARTITION TO UNDERSIDE OF DECK

1 1/2" = 1'-0"

D1 RATED PARTITION TO UNDERSIDE OF DECK

1 1/2" = 1'-0"

G1 TOP OF FURRING WALL

1 1/2" = 1'-0"

L1 NON-RATED PARTITION 6" ABOVE CEILING

1 1/2" = 1'-0"

A7 PARTITION TYPES

1 1/2" = 1'-0"

G4 WALL INTERSECTIONS

Number Revision Description Date

1 Amendment 2 12/09/2009

E

LEVEL 1

221' - 0"

LEVEL 2

236' - 0"

DOCK ENTRANCE

218' - 0"

ANTEROOM

THAWING

2.18

NECROPSY

2.16

NECROPSY

FREEZER

2.16A

AUV/ROV

2.33

2000 LB CAPACITY STAINLESS STEEL RAIL

SYSTEM INTO THROUGH-PUT FREEZER (ROOM

121). PIVOTING LINK BEAM TO PROVIDE

CONTINUOUS CONNECTION BETWEEN

EXTERIOR AND INTERIOR MONORAILS AT

DOOR OPENING

MIN

2' - 6"

1'

N1

QA301

" T

YP

H1

QA301

4"

2000 LB CAPACITY STAINLESS STEEL RAIL

SYSTEM INTO NECROPSY (ROOM 117).

PIVOTING LINK BEAM TO PROVIDE

CONTINUOUS CONNECTION BETWEEN

EXTERIOR AND INTERIOR MONORAILS AT

DOOR OPENING

15,000 LB CAPACITY STAINLESS

STEEL RAIL SYSTEM INTO NECROPSY

FREEZER (ROOM 119). PIVOTING LINK

BEAM TO PROVIDE CONTINUOUS

CONNECTION BETWEEN EXTERIOR

AND INTERIOR MONORAILS AT DOOR

OPENING

2000 LB CAPACITY STAINLESS STEEL RAIL SYSTEM

INTO AUV/ROV AND AST ELECTRONICS LAB.

PIVOTING LINK BEAM TO PROVIDE CONTINUOUS

CONNECTION BETWEEN EXTERIOR AND INTERIOR

MONORAILS AT DOOR OPENING

1'

6" 2"

2"

1'

1"

0"

LEVEL 1

221' - 0"

LEVEL 2

236' - 0"

DOCK ENTRANCE

218' - 0"

ENTRY

216' - 6"

Level 1 - EL=221' 221' - 0"

Level 2 - EL=236' 236' - 0"

N9

QA301

NECROPSY

FREEZER

2.16A

PIVOTING RAIL SEGMENT

CONNECTING INTERIOR AND

EXTERIOR RAILS, TYP

1" 1'

8"

1"

STAINLESS STEEL

MOBILE/MANUAL

CHAIN HOIST

STAINLESS STEEL RAIL, TYP

STAINLESS STEEL HOOK

CARRIER, TYP INSIDE

FREEZER

8"

9'

0" 10

0"

"1

0"

ESTIMATED S

BEAM SIZE FOR

2K CAPACITY

ESTIMATED S BEAM

SIZE FOR 15K

CAPACITY

8'

2"9'

4"

FIXED SS

ELECTRIC WIRE

HOIST

LEVEL 1

221' - 0"

LEVEL 2

236' - 0"

DOCK ENTRANCE

218' - 0"

ENTRY

216' - 6"

Level 1 - EL=221' 221' - 0"

Level 2 - EL=236' 236' - 0"

LEVEL DOCK

218' - 0"

N9

QA301

AUV/ROV

2.33

AST

ELECTRONICS

LAB

4.80

PIVOTING RAIL SEGMENT

CONNECTING INTERIOR AND

EXTERIOR RAILS, TYP

STAINLESS STEEL RAIL, TYP

STAINLESS STEEL HOOK CARRIER, TYP

STAINLESS

STEEL

MOBILE/MANUAL

CHAIN HOIST

LEVEL 1

221' - 0"

LEVEL 2

236' - 0"

E F

LEVEL ENTRANCE

218' - 0"

N1

QA301

H1

QA301

Fax: (816) 358-2367 www.gdsengr.com

Gibbens Drake Scott, Inc.

Phone: (816) 358-1790 Raytown, Missouri 64133

9201 E. 63rd Street, Suite 100

Project No Date:

Sheet:

UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE

IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION, RECORDING PURPOSES OR

IMPLEMENTATION

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 21

A

B

C

D

E

F

G

H

J

K

L

M

N

P

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

Q

R

S

18 19 20

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 2118 19 20

Prime Consultant - MEP FP Engineer:

GDS Engineering 9201 E. 63rd Street, Suite 100 Raytown, MO 64133 Tel. 816-358-1790 Fax. 816-358-2367

Architect of Record:

Gould Evans Associates, LC 4041 Mill Street Kansas City, Missouri 64111 P: 816-931-6655 F: 816 931 9640

Associate Architect:

Architects | Delawie Wilkes Rodrigues Barker 2265 India Street San Diego, CA 92101 P. 619.299.6690 F. 619.299.5513

Specifications/Labs/Security:

HDR, Inc.

8690 Balboa Avenue, Suite 200 San Diego, CA 92123 P: 858.712.8347 F: 858.712.8333

Structural Engineer:

TranSystems 2400 Pershing Road, Suite 400 Kansas City, MO 64108 P: 816.329.8600 F: 816.329.8602

Civil Engineer:

RBF Consulting Engineers 9755 Clairemont Mesa Blvd. #100 San Diego, CA 92124 P: 858.614.5000 F: 858.614.5001

Landscape Architect:

Wimmer Yamada & Caughey 3067 5th Avenue San Diego, CA 92103 P: 619.232.4004 F: 619.232.0640

Green Roof Consultant:

Jeffrey L. Bruce & Co 1907 Swift St.,Suite 204 N. Kansas City, MO 64116 P: 816.842.8999 F: 816.842.8885

U.S. Department of Commerce, NOAA

10/09/2009

8901 La Jolla Shores Drive La Jolla, California 92037

/1

1/

:4 5:

A

M

QA301

PARTIAL SECTIONS AND

ELEVATIONS - LAB

EQUIPMENT

436784-73621 October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

1/4" = 1'-0"H1 QA301

N9 PARTIAL SECTION - HOISTS AT LEVEL 1 DOCK

1/4" = 1'-0"H9 QA301

N1 CROSS SECTION AT NECROPSY FREEZER DOCK ENTRANCE

1/4" = 1'-0"H9 QA301

H1 CROSS SECTION AT AUV/ROV DOCK ENTRANCE

1/4" = 1'-0"A1 QA402

H9 PARTIAL ELEVATION AT LOADING DOCK

Number Revision Description Date 1 Amendment 2 12/09/2009

DN

C D E

F F.5

X6

B.9

QA201N1

QA201 N8

4°C ±0.5°C

-20°C ± 0.5°C

-20°C ±0.5°C

S +36"

E +30"

S +36"

W G

A W

G

A

B L3

6A

BL

C

BL

C

BL

KO

BL36A BLKO30

B3 6A

B3 6A

SK36A B24C B24C

KO

1' - 4"

4°C - 20°C ±0.5°C

S +36"

(2) 6'-0"W x 3'-0"D

'METRO WIRE'

STORAGE RACKS

AUV/ROV

EQUIPMENT

AUV/ROV

EQUIPMENTAUV/ROV

EQUIPMENT

FLOOR TO CEILING

84" x 60"

WORK TABLE

W/ CASTERS

72" x 60"

WORK TABLE

W/ CASTERS

HYPERBARIC

TANK 6' X 6'

* VERY NOISY TEST TANK

6' X 6'

TEST

TANK

2' X 3'

HYPERBARIC

PERIPHERAL

EQUIPMENT

E +36"

E +36"

E +36"

TRENCH DRAIN

SNORKEL

EXHAUST

255 CMH

150 CFM

(TYP. 4)

*PHENOLIC

RESIN

CASEWORK

B3 6B

B3 0A

B1 8B

B1 8B

B2 4B

B3 6B

KO

E +36"

2000 LB

CAPACITY

HOIST

MAXIMUM

T3622A T3622A

OP

EN

B

EL

OW

U G

W

E +36"

B3 0A

B2 4B

POSITIVE PRESSURE

E +36"

B24B B1 8C

B2 4A

UCR

(3) 24"D, 84" TALL

(5) SHELF, METAL

SHELVING UNITS

-20°C ±0.5°C

1-1/4 HP

GARBAGE

DISPOSAL

EQ.

NECROPSY

DOWNDRAFT

TABLE WITH

HYDRAULIC

LIFT (TYP. 3)

OP

EN

B

EL

OW

RAMP

S +36"

S +36"

S +36"

S +36"

MT

A

MT

A

W

A2

W

A2

CF

H9

6V a

U C

R

NECROPSY

STORAGE

117A

SLOT HOOD BY

DIV 15

2' - 6" MIN

S +36"

W

A2

W

A2

12" TRENCH DRAIN, TYP.

OVERHEAD SERVICE

CARRIER, TYP.

DARKENING

CURTAINS, TYP (OFOI)

3' x 8'

TANK, TYP.

TRENCH

DRAIN

TRENCH

DRAIN MICROSCOPE

STAINLESS

STEEL

12" DEEP SS

FLR TO CLNG

OPEN SHELVING BELOW

48" x 18" x 84" SS

SHELVING UNITS

GROWTH LIGHTS IN

VERTICAL PATTERN

OVERHEAD TRACK SYSTEM, TYP

OVERHEAD

SERVICE CARRIER

RACEWAY TANKS,

TYP (OFOI)

TANKS, TYP

(OFOI)

B1 8A

KO

STRAHMAN PRESSURE

WASH STATION W/ LONG

HOSE - CONNECTION TO

SANITIZER SYSTEM

ALL TALL STORAGE CABINETS IN THIS

ROOM TO HAVE LOCKS

QA201 G1

TF4318B

T3

2A

SK30A B24A B24C

BSL-2 LAB

E +36"

E +36"

B24A B18C

T3

2A

KO

B1 8B

F3 0A

S K3

0A

KO

B1

8B

T4822A T3622A B3 6A

SK

A

SK

A

B3 6C

B2 4C

B1 8A

T3

2A T3

2A

KO

REF

OFOI

CDA-5

TF4318B

MB24B

AUV/ROV

EQUIPMENT

AUV

(INCLUDING

CART)

MB

B

MB

B

SNORKEL

EXHAUST

255 CMH

150 CFM

E +36"

MB

B

E +36"

SNORKEL EXHAUST

255 CMH 150 CFM

SPECIMEN

PREP/PROCEDURE

2.17

ABALONE BROOD

STOCK HOLDING

ROOM*

105C

2.30

ABALONE BROOD

STOCK HOLDING

ROOM*

105D

2.28

ABALONE WET

LAB*

105B 2.27

ABALONE DRY

LAB*

105A 2.29

CORRIDOR

AQUARIUM

CUTTING ROOM

104A 2.26

AQUARIUM

FREEZER

104B 2.31

COLD/CONST.

TEMP. ROOM

104D 2.22

AQ OFC

104C

AQUARIA

2.25

THROUGH-PUT

FREEZER

2.18

ANTEROOM

THAWING

2.18

NECROPSY

2.16

NECROPSY

FREEZER

2.16A

AUV/ROV

2.33

AST

ELECTRONICS

LAB

4.80

AST ACOUSTIC

WET LAB

4.81

X-RAY

107D

2.15

TRENCH

DRAIN

OVERHEAD

SERVICE

CARRIER

3/4 HP DISPOSAL

MT

A

MT

A

MT

A

MT

A

MB

B

MB

D

MB24BMB24B

MT84A MT84A

TF

B

CF

H9

6V a

HCW-h

HCW-h

SK-10

SK-10

SK-10

SK-10

HCW-h

HCW-h

E +36"

MT

A

E +36"

S K3

6A S

K3 6A

4"

1' - 0"

4"

2' - 0"

CURB WITH

TRENCH DRAIN

CURB WITH

TRENCH DRAIN

3'

8"3' - 8"

(1) 48"W

UNIT

(3) 36"W

UNITS

(10) 24"W

UNITS

CDA-5

C D

A-

C D

A-

H C

W -P

R -2

C W

-3

C W

-3

EW

ES

-1

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

CDA-4

HCW-2

HCW-2

EWES-1

EWES-1

CDA-5

CDA-5

C D

A-

C D

A-

C D

A-

CDA-5

C D

A-

C D

A-

CDA-5

C

D A-

2" x 2" x 36"

BAR BEAM

SUPPORT

E-3

E-1

C W

-3

E-6

CDA-1

CDA-1

CART

SPACE

U

LF

BSC60

E-9

3,004 mm 9' - 10 1/4"

5'

7/

8"

1, m m 5, m m

3,297 mm 3, m m

1, m m

4'

/1

6" 7'

0"

FD

N9

QA301

N1

QA301

EW-1

H1

QA301

EW-1

3a 18" FLOOR

TO CEILING

M B1

5C

SHOWER - REFER TO

PLUMBING PLANS

A-SEA

(2) HOSE REELS - 1 FOR

SEAWATER/1 FOR

FRESHWATER

TYP

R 2' - 6"

R 2' - 6"

R 2' - 6"

EQ EQ

EQ EQ

2' - 4"

1' - 1"

E-4

E-4

E-4

SK-12

HCW-3

TRENCH

DRAIN

BL24A

T3622A

3,297 mm 10' - 9 13/16"

5'

0" 3, m m

1, m m

E-2 1, m m1,118 mm

TANKS, TYP

(OFOI)

TANKS, TYP

(OFOI)

2, m m

3' x 8'

TANK, TYP.

TANK,

OFOI

MT48A

(5) TIER SS WIRE

SHELVING UNITS,

48" x 24" x 84"

(5) TIER SS WIRE SHELVING

UNITS, 48" x 24" x 84" (TYP OF 4)

QA301

H9

ZONE

DESIGNATES AN

AGGREGATE

RAIL CAPACITY

OF 15,000 LBS

2,000 LB

CAPACITY

MANUAL

HOIST, THIS

RAIL

TY

PR 2'

- 6

7'

4"

FIXED SS

ELECTRIC

HOIST

2,000 LB

CAPACITY

MANUAL

HOIST, THIS

RAIL

2000 LB RAIL

CAPACITY, TYP

2000 LB RAIL

CAPACITY

15000 LB RAIL

CAPACITY INSIDE

FREEZER

LABORATORY CHAIRS/STOOLS ARE SHOWN FOR CLARIFICATION

AND ARE NOT PART OF THIS CONTRACT.

SEE QA001 FOR LAB EQUIPMENT SCHEDULES.

SEE QA002 FOR LAB ABBREVIATIONS AND SYMBOLS, CASEWORK,

SERVICE AND FUMEHOOD TYPES.

SEE QA501 FOR FIXED CASEWORK DETAILS.

SEE QA502 FOR MOBILE CASEWORK AND TABLE DETAILS.

SEE QA503 FOR ACCESSORY AND CONTROLLED ENVIRONMENT

DETAILS.

SEE QA504 FOR UMBILICAL AND SHELVING DETAILS.

SEE QA505 FOR MOBILE BENCH DETAILS.

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

SHEET NOTES

ACCESSORY LEGEND

DRYING RACK - SEE QA002 AND G6/QA503.

UMBILICAL - SEE QA002 AND QA504.

ADJUSTABLE SHELVES - NORMAL DUTY (3 TIER WOOD,

UON) - SEE QA002, QA503 AND QA504.

ADJUSTABLE SHELVES - HEAVY DUTY (3 TIER WOOD,

UON) - SEE QA002, QA503 AND QA504.

CYLINDER RESTRAINTS - SEE QA002 AND A17/QA503.

WATER POLISHER SUPPORT - SEE QA002 AND

ELECTRICAL/PLUMBING DRAWINGS.

3a

Fax: (816) 358-2367 www.gdsengr.com

Gibbens Drake Scott, Inc.

Phone: (816) 358-1790 Raytown, Missouri 64133

9201 E. 63rd Street, Suite 100

Project No Date:

Sheet:

UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE

IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION, RECORDING PURPOSES OR

IMPLEMENTATION

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 21

A

B

C

D

E

F

G

H

J

K

L

M

N

P

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

Q

R

S

18 19 20

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 2118 19 20

Prime Consultant - MEP FP Engineer:

GDS Engineering 9201 E. 63rd Street, Suite 100 Raytown, MO 64133 Tel. 816-358-1790 Fax. 816-358-2367

Architect of Record:

Gould Evans Associates, LC 4041 Mill Street Kansas City, Missouri 64111 P: 816-931-6655 F: 816 931 9640

Associate Architect:

Architects | Delawie Wilkes Rodrigues Barker 2265 India Street San Diego, CA 92101 P. 619.299.6690 F. 619.299.5513

Specifications/Labs/Security:

HDR, Inc.

8690 Balboa Avenue, Suite 200 San Diego, CA 92123 P: 858.712.8347 F: 858.712.8333

Structural Engineer:

TranSystems 2400 Pershing Road, Suite 400 Kansas City, MO 64108 P: 816.329.8600 F: 816.329.8602

Civil Engineer:

RBF Consulting Engineers 9755 Clairemont Mesa Blvd. #100 San Diego, CA 92124 P: 858.614.5000 F: 858.614.5001

Landscape Architect:

Wimmer Yamada & Caughey 3067 5th Avenue San Diego, CA 92103 P: 619.232.4004 F: 619.232.0640

Green Roof Consultant:

Jeffrey L. Bruce & Co 1907 Swift St.,Suite 204 N. Kansas City, MO 64116 P: 816.842.8999 F: 816.842.8885

U.S. Department of Commerce, NOAA

10/09/2009

8901 La Jolla Shores Drive La Jolla, California 92037

/1

1/

:4 5:

A

M

QA402

LEVEL 1 - PARTIAL LAB

EQUIPMENT FLOOR PLAN

436784-73621 October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

1/4" = 1'-0"1 QA101

A1 Level 1 - Enlarged Plan 3

A GENERAL

1. LAB CASEWORK ON THIS SHEET SHALL BE CONVENTIONAL

PHENOLIC UNLESS OTHERWISE NOTED ON PLANS.

2. ALL TANKS ARE OFOI (NIC).

B ABALONE SUITE

1. HOT/COLD/AMBIENT SEAWATER ADJUSTIBILITY REQUIRED.

2. DEGASSING SYSTEM TO PROVIDE CLEAN STERILIZED

SEAWATER.

3. CLEAN DRY AIR REQUIRED.

4. OXYGEN (O2) CYLINDER SUPPLY.

5. YSI MONITORING SYSTEM WITH LAN ACCESS REQUIRED.

6. TEMPERATURE RANGE: 40°F - 85°F

7. HOURS OF OPERATION: 24/7

8. CEILING HEIGHT: 12'-0"

9. CONVENTIONAL STAINLESS STEEL CASEWORK IN THIS SUITE.

C AQUARIA

1. SEAWATER SYSTEM WITH SAND FILTRATION, CHARCOAL

FILTRATION, UV STERILIZER; OZONE STERILIZER, DE-GASSER

COLUMN, HEATER AND CHILLER.

2. YSI MONITORING SYSTEM WITH LAN ACCESS REQUIRED.

3. CLEAN DRY AIR REQUIRED.

4. OXYGEN (02) CYLINDER SUPPLY.

5. TEMPERATURE RANGE: 40°F - 85°F

D NECROPSY

1. ALL HCW SERVICE FIXTURES SHALL BE FOOT-CONTROLLED.

2. THIS ROOM SHALL HAVE CONVENTIONAL STAINLESS STEEL

CASEWORK.

0' 2' 4' 8' 16'

Number Revision Description Date

1 Amendment 2 12/09/2009