Revised_12-18-2009-Drawings.pdf

EXIT

M A

X

M

IN

6" 1' - 0"

M A

X

EQ EQ

FIRE ALARM (COMBINATION SPEAKER AND STROBE)

FIREMAN'S PHONE JACK

WALL MOUNTED EXIT LIGHT

LIGHT SWITCH AND DIMMER

THERMOSTAT OR OTHER

CONTROL DEVICE

ELECTRIC, TELEPHONE,

OR DATA RECEPTACLE

FINISHED FLOOR

M

IN

M

IN

M A

X

6"8"

1' - 7" TO 1'-9"

MIN. MAX.

BOTTOM OF MIRROR

FINISHED FLOOR

M A

X

M A

X

2' - 0"

11" MIN.

M

IN

M

IN

8" MIN.

M A

X

T O

IL

E

T

A C

C E

S S

IB

L E

T O

IL

E

T

S T

A N

D A

R D

U R

IN

A

L

A C

C E

S S

IB

L E

U R

IN

A

L

S T

A N

D A

R D

B A

B Y

C H

A N

G

IN

G S

T A

T

IO

N

L A

V A

T O

R Y

P A

P E

R

T

O W

E L

D

IS

P E

N S

E R

T

R A

S H

R E

C E

P T

A C

L E

S A

N

IT

A R

Y N

A P

K

IN

V E

N D

IN

G

M A

X

S E

A T

C O

V E

R D

IS

P

E N

S E

R

S A

N

IT

A R

Y N

A P

K

IN

D

IS

P O

S A

L

M A

X

M A

X

P A

Y T

E L E

P H

O N

E (A

C C

E S

S

IB

L E

P A

Y T

E L E

P H

O N

E (S

T A

N D

A R

D

M A

X

30" TO TOP OF BED WHEN OPEN

F

IR

E E

X T

IN

G

U

IS

H E

R C

A B

IN

E

T

F .E

D R

IN

K

IN

G

F O

U N

T A

IN

(A

C C

E S

S

IB

L E

P A

P E

R

T

O W

E L

D

IS

P E

N S

E R

T

R A

S H

R E

C E

P T

A C

L E

T O

IL

E

T T

IS

S

U E

D

IS

P E

N S

E R

M A

X

M A

X

S P

O U

T H

E

IG

H T

M A

X

3' - 0" MIN.

1' - 6"

S O

A P

D

IS

P E

N S

E R

M A

X

F

IR

E H

O S

E R

E A

L C

A B

IN

E

T

3' - 6" MIN.

5' - 0" MIN.

3' - 0" MAX.

1' - 0" MAX. 6"

M

IR

R O

R

/1

M A

X

TOILET PARTITION

2' - 0" 2' - 0"

36" UTILITY SHELF

(10801)

FRP WALL

PROTECTION (06640)

MOP SINK

PLUMBING FIXTURE

RE: MEP

CONT. SEALANT3

1' - 0"2"2" 4' - 0"

COORDINATE WITH

MANUFACTURER

HALL LANTERN

CALL BUTTONS

TACTILE LEVEL INDICATOR

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

:5 :0

P

M

A020

PROJECT STANDARDS

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

3/8" = 1'-0"

E1 MISC HEIGHTS

3/8" = 1'-0"

E4 ACCESSIBLE HEIGHTS

A1 1/2" = 1'-0"

FIXTURE HEIGHT GUIDELINES

1/2" = 1'-0"

TYPICAL JANITORS' CLOSETE15

3/8" = 1'-0"

E5 TYPICAL ELEVATOR DOOR

3" = 1'-0"

1 RESTROOM DOOR SIGNS

3" = 1'-0"

2 TYPICAL ROOM WALL SIGNS

3" = 1'-0"

3 RESTROOM WALL SIGNS

3" = 1'-0"

4 EXIT/EXIT ROUTE SIGNS

3/8" = 1'-0"

5 SIGNAGE MOUNTING HEIGHTS &

LOCATION

Number Revision Description Date

1 Revised 12/18/2009

9'-6"

(OBSTACLE ON BOTH SIDES)

8'-0" WIDE

NOTE :

PAINT, DIRECTIONAL ARROWS AT DRIVEWAY ENTRY AND

PARKING AS REQUIRED BY THE CITY OF SAN DIEGO

NOTE :

SEE SITE PLAN FOR SPECIFIC PARKING DIMENSIONS.

9'-0"

(OBSTACLE ON 1 SIDE)

STALL ADJACENT TO WALL, COLUMN,

OR OTHER IMMOVABLE OBJECT.

TYPICAL STALL

4" WIDE

PAINTED

STRIPES

TYP.

(02741)

MIN 6' LONG WHEEL

STOP WHERE

INDICATED ON PLAN

SEE DETAIL 5/A021

8'-3" FOR RETAIL SALES AND

DINING AND DRINKING

ESTABLISHMENTS.

FACE OF CURB OR WALL

FACE OF OBSTACLE

8'-0"9'-0"9'-0"9'-0" 5'-0"

NO

PARKING

NO

PARKING

DISABLED PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS.

A PARKING BUMPER IS REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL

PREVENT ENCROACHMENT OF CARS OVER THE ADJOINING ACCESSIBLE ROUTE.

WHEELCHAIR USERS MUST NOT TO BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR

OWN TO ACCESS AN ADJOINING ACCESSIBLE ROUTE.

THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING SPACE AND ADJACENT ACCESS

AISLE MAY NOT EXCEED 2% IN ANY DIRECTION.

CURB RAMPS MAY NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF DISABLED PARKING

SPACES OR ADJACENT ACCESS AISLES.

ACCESS AISLE (LOADING/UNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRAVEL

TO THE FACILITY.

1.- 2.-

3.-

4.-

5.-

6.-

STANDARD ACCESSIBLE STALL VAN

ACCESSIBLE

STALL

36" SQ

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY

STALL EMBLEM

(TYP) PER

DETAIL 3/A021

(02741)

ACCESSIBILITY

SIGN @ EACH

SPACE PER

DETAIL 4/A021

12" MIN.

HIGH

LETTERS AT

EVERY

ACCESSIBLE

AISLE (02741)

ACCESSIBILITY NOTES:

STRIPES AT

36" OC (02741)

WHEEL STOP

PER DETAIL

5/A021

2" TYP.

3'-0" ON PAVEMENT

O

N P

A V

E M

E N

T

PAINT SYMBOL AND

BORDER WHITE (02741)

BLUE FIELD COLOR SHALL BE

EQUAL TO COLOR NO. 15090 IN

FEDERAL STANDARD 595B. (02741)

EMBLEM MUST BE LOCATED IN STALL SO THAT IS VISIBLE

BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS

PROPERLY PARKED IN THE SPACE (CENTERED AT

ENTRANCE TO STALL RECOMENDED)

SHALL BE IN ACCORDANCE WITH

CBC SEC. 1129B.4

8"

(N

.T .S

L E

T T

E R

S

2"

M A

X

1/4"x8"x8" GALVANIZED STEEL PLATE

W/(4)1/2" � x 4" EXPANSION BOLTS (05500)

FINISH CONCRETE (03300)

3/16"

2"x2" GALVANIZED STEEL TUBE

PAINT SYMBOL AND LETTERS WHITE

PLACARD TO READ:

AT STD. ACCESSIBLE STALL: 'ACCESSIBLE'

AT VAN ACCESSIBLE STALL:

'VAN ACCESSIBLE'

BLUE FIELD COLOR SHALL BE

EQUAL TO COLOR NO. 15090 IN

FEDERAL STANDARD 595A

INTERNATIONAL SYMBOL OF ACCESSIBILITY

ALTERNATE AT PLANTER

CONDITION - IMBED TUBE 18" INTO

12" DIA X 24" DEEP CONCRETE

FOOTING - TAPER TOP TO DRAIN

AWAY FROM POST SHOWN DASHED

FINISH GRADE AT ALTERNATE

PLANTER CONDITION

VAN

ACCESSIBLE

E Q

E

Q

/4

/4

7 1/2"

2"3" 1/4"

2" 1/4"

6'-0"

6"

N.T.S.

6"

T O

F R

O N

T O

F P

A R

K

IN

G S

P A

C E

CROSS SECTION

PLAN VIEW

#5 REBAR 18" LONG

#3 REBAR CONTINUOUS

PRECAST CONCRETE WHEEL

STOP (02751)

1" DIAM. HOLE

M

IN

17" MIN.

SIGN SHALL MEET THE

REQUIREMENTS FOR CBC

SECTION 1129B.5

UNAUTHORIZED

VEHICHLES PARKED IN

DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING

DISTINGUISHING PLACES

CARDS OR LICENSE

PLATES ISSUED FOR

PERSONS WITH

DISABILITIES MAY BE

TOWED AWAY AT

OWNERS EXPENSE.

TOWED VEHICLES MAY BE

RECLAIMED AT

_________OR BY

TELEPHONING

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

:5 :5

P

M

A021

PARKING & MISC.

DETAILS

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

3/4" = 1'-0"

1 TYPICAL STRIPING PLAN

1/8" = 1'-0"

2 ACCESSIBLE PARKING SPACE

DESIGN

1" = 1'-0"

3 INTERNATIONAL ACCESSIBILITY

SYMBOL

3" = 1'-0"

4 ACCESSIBLE PARKING SIGN

1 1/2" = 1'-0"1 A111

5 CONCRETE WHEEL STOP

1 1/2" = 1'-0"

6 UNAUTHORIZED PARKING SIGNAGE

Number Revision Description Date

1 Revised 12/18/2009

%%UNOTES:

LATERAL FORCE BRACING MEMBERS SHALL BE A MIN. OF 6" FROM ALL HORIZ. PIPING OR DUCT

WORK NOT PROVIDED W/BRACING RESTRAINTS FOR HORIZ. FORCES.

BRACING WIRES SHALL SUPPORT A DESIGN LOAD THE GREATER OF 200 POUNDS OR THE ACTUAL LOAD, WITH A SAFETY FACTOR OF TWO (2x).

FASTEN SEISMIC RESTRAINT CLIPS TO FIXTURE WITH HEX WASHER HEAD, SHEET METAL SCREWS, MINIMUM EA. TWO PER FIXTURE. TYPICAL.

#12 GA. SAFETY WIRE TIED TO SEISMIC CLIPS OR SAFETY WIRE SUPPORT HOLES AND FASTEN TO

BLDG. STRUCTURE MINIMUM (2) EA. SAFETY WIRES PER FIXTURE

EXPOSED HEAVY DUTY T-BAR CEILING SYSTEM. TYPICAL.

CONNECT (2 MIN.) VERTICAL 12 GA. WIRES ATTACHED TO OPPOSING CORNERS ALONG THE

FIXTURE'S DIAGONAL. THESE WIRES MAY BE SLACK.

PROVIDE PERIMETER VERTICAL SUPPORT WIRES @ 8" MAX. AWAY FROM FACE OF WALL.

LIGHT FIXTURE OR

MECHANICAL

FIXTURE

LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED FROM STRUCTURE

DIRECTLY ABOVE WITH 8 GA. WIRE OR APPROVED ALTERNATE SUPPORT.

INSTALL PER MFG'R RECOMMENDATIONS.7

COMPRESSION STUD PER

DETAIL 4/A022 (09511)

12 GA HANGER WIRE PER

DETAILS 3 & 4/A022 (09511)

LINE OF STRUCTURE

ABOVE

MIN. 12 GAUGE x 1-1/2" x 1-1/2" x 1-1/2" W METAL

ANGLE ATTACHED WITH .170" POWDER

ACTUATED FASTENER, TYPICAL. (09511)

(2) .170" P.A.F. AT

COMPRESSION

STRUT WEB,

TYPICAL (09511)

%%UPOWDER ACTUATED FASTENERS: (PAF)

RAMSET FASTENERS INSTALLED WITH POWDER ACTUATED TOOL, ICBO #1639 OR EQUAL.

FASTENERS SHALL BE RAMSET 3310 LOW-VELOCITY FASTENERS AND HAVE .170" SHANK DIAMETER WITH STEEL DISK OR WASHERS AT THE HEAD. MINIMUM PENETRATION IN CONCRETE = 1-1/4". ICBO ALLOWABLE LOADS FOR NORMAL WEIGHT CONCRETE WITH f'c = 2000 PSI (TABLE 1, PAGE 2, ICBO

#1639, APRIL 1990): TENSION = 165 LBS, SHEAR = 225 LBS.

%%uTYP. HANGER WIRE & COMPRESS. STUD

%%uATTACHMENTS FOR CLG SUPPORTS

HEAVY DUTY CROSS RUNNER (09511)

NOTE: LOCATE SEISMIC BRACING

WIRES & STUDS AS NOT TO

EXCEED 12'-0" IN EACH DIRECTION,

WITH THE FIRST POINT WITHIN 6'-0"

FROM EACH WALL.

12 GA. VERTICAL HANGER WIRE @

4'-0" O.C. EACH WAY WITH MIN. 4

TIGHT TURNS WITHIN THE FIRST

1-1/2" AT BOTH ENDS OF WIRE,

TYPICAL. ANCHOR TO STRUCTURE

PER 2/A022 (09511)

(2) SPLAYED 12 GA. SEISMIC

BRACING WIRES, PER 4/A022

(09511)

SEE FINISH SCHEDULE & SPECS

FOR TYPE OF CEILING TILE,

TYPICAL (09511)

(2) 3-5_

" 20 GA. METAL STUD @

45° ANGLE SEISMIC BRACING IN

OPPOSITE DIRECTION OF

SEISMIC WIRES (ONE IN EACH

DIRECTION); 1-5_

" FLANGE & 1_

LIP MIN. PER DETAIL 4/A022 (09111)

HEAVY DUTY MAIN RUNNER (09511)

2" MAX

M A

X

HEAVY DUTY MAIN RUNNER

HEAVY DUTY CROSS TEE

(2) SPLAYED 12 GA. SEISMIC

BRACING WIRES @ 45 DEGREE

ANGLES, EACH WITH MIN. 4 TIGHT

TURNS WITHIN THE FIRST 1-1/2" AT

BOTH ENDS OF WIRE, TYPICAL.

ANCHOR TO STRUCTURE PER

2/A022 (09511)

25 GA. METAL STUD COMPRESSION

STRUT WITH 1-5/8" FLANGE & 1/2"

LIP, MIN. @ 12'-0" O.C. EACH WAY.

ANCHOR TO STRUCTURE PER

DETAIL 2/A022 (09111)

(2) 3-5_

" 20 GA. METAL STUD @

45° ANGLE SEISMIC BRACING IN

OPPOSITE DIRECTION OF

SEISMIC WIRES (ONE IN EACH

DIRECTION); 1-5_

" FLANGE & 1_

LIP MIN. (09111)

A022

A022

8"

-1

/ 2

HANGER WIRE (TYP.) (09511)

MAIN OR CROSS RUNNER (09511)

MIN. 4 TIGHT TURNS

LAY-IN CLG. PANEL TYP. (09511)

CLOSURE ANGLE.

REFER TO NOTE 1.

NOTE 1. ONE END OF CEILING GRID SHALL BE POP RIVETED TO THE CLOSURE

ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL BE

ATTACHED BY SLOTTED CLIP, ESR-1308. AS SHOWN ABOVE DETAIL AND SEE

LOCATION DIAGRAM

7/8"

CEILING GRID PLAN

@ EDGE TRACK

CONNECTION TO

WALL

SLOTTED CLIP POP RIVETS

PLAN VIEW

2" BEAM END RETAINING CLIP JOINS

(BERC2), PER ESR-1308 (09511)

SLOTTED CLIP

U O

N

F L U

S H

W

IT

H C

E

IL

IN

G

A T

L A

B

5"

5/8" TYPE 'X' GPBD (09250)

LAY-IN CEILING

PANELS (09511)

EXISTING

CEILING HGT.

5/8" TYPE 'X' GPBD (09250)

PER PLAN

MTL STUDS BRACE TO STR.

ABOVE (09111)

20 GA. 3 5/8" METAL STUDS,

UNITED METALS ICBO #4943

(09111)

REFER TO DETAIL 5/A022 SIM.

P E

R P

L A

N

PER PLAN

P E

R P

L A

N

EQ. EQ.

20 GA. 3 5/8" MTL STUDS (09111)

CEILING HT.

PER PLAN

5/8" TYPE 'X' GPDW, TYP. V (09250)

LIGHTING WHERE OCCURS (16511)

DIAGONAL BRACE (09111)

LC

GALV. BRACING WIRES

GALV. HANGER WIRES,

EA. MAIN RUNNER

FURRING CHANNEL

MAIN RUNNER

ITEM

#8 GA. ON GRID

8'-0" X 8'-0"

#8 GA.

@ 4'-0" O.C.

7/8" HAT CHANNEL- 25 GA.

@ 16" O.C.

1 1/2" CRC - 16 GA.

@ 48" O.C. MAX.

SEISMIC BRACING STUDS & WIRES

(ONE IN EACH DIRECTION) @ 45°

ATTACHED TO MAIN RUNNER W/

ANCHOR TO STRUCTURE. SEE

SIMILAR DETAIL 4/A022 (09511)

HANGER WIRES ATTACHED TO MAIN

RUNNER W/ ANCHOR TO STRUCT.

(09511)

HEAVY DUTY MAIN RUNNER (09511)

1/2" OR 5/8" GPDW

FURRING CHANNELS (09511)

1 1/2" CRC - 16 GA.

@ 48" O.C. MAX

3/4" CRC - 16 GA.

@ 12" O.C.

PLASTER CEILING CEILING

#8 GA.

@ 4'-0" O.C.

#8 GA. ON GRID

8'-0" X 8'-0"

CONCEALED HINGE (09250)

KEY LOCK (09250)

A A

TYPE 'X GYP. BD. (09250)

METAL STUD (09111)

ADHESIVE MASTIC

METAL DOOR AND FRAME (09250)

BEADED FRAME TO RECEIVE

DRYWALL CEMENT (09250)

ELEVATION

SECTION

0.6096M

[2'-0"] (V.I.F.)

.6

M

[2

V .I .F

WIDTH

11/4"

.3

M

IN

STUDS

RIGID DIAGONAL BRACING

METAL STUD CHART

FOOTNOTES:

(1)

(2)

(1)

(1)(2)

TYP. 35/8" STUD (09111)

#8 S.M.S. @ 12" O.C.

7'-0" 5 8 0.42

7'-8" 5 8 0.46

22'-9" 5 8 1.36

(NESTED)

3 " x 20GA.

" x 25GA

" x 20GA. 2 - 3

L MAX Ry

12'-0" 4'-0"

C E

N T

E R

L

IN

E O

F P

R O

J E

C T

O R

P E

R P

L A

N C

E N

T E

R O

N D

E S

K L

A Y

O U

T T

Y P

E Q

E

Q

PROVIDE MOUNTING SUPPORT FOR FUTURE

PROJECTOR (O.F.O.I.) WITHIN INDICATED

2'-0" X 4'-0" ZONE, VERIFY WITH OWNER.

SPRINKLER/FIRE PROTECTION CONTRACTOR TO

COORDINATE RELOCATION OF EXISTING SPRINKLER HEADS

SO AS NOT TO INTERFERE WITH PROJECTOR LOCATIONS.

1.

2.

DUPLEX

RECEPTACLE

PER

ELECTRICAL

BRACKET- ANCHOR PER MANUF.

RECOMMENDATION. (11132)

SCREEN CASE (11132)

PROJ. SCREEN (11132)

VIEWING SURFACE (11132)

CEILING PER PLAN

PROVIDE BACKING PER MANUF. SPEC.

WALL TYPE-SEE FLR. PLAN & WALL

TYPE LEGEND (TYP.)

10"

10' - 0" AFF

3 5/8" MTL. STUD, PER

PARTITION TYPES (09111)

5/8" GYP. BD. (09250)

RECESSED FLUORESCENT,

LINEAR W/ ACRYLIC LENS, SEE

ELECTRICAL DWG'S (16511)

6" MTL. STUD, PER PARTITION TYPES

(09111)

CMU WALL (04810)

FLOOR ABOVE, SEE

STRUCTURAL

6" MTL. RUNNER (09111)

/4

10"

3 5/8" MTL. STUD, PER

PARTITION TYPES (09111)

SURFACE MOUNTED

FLUORESCENT W/ ACRYLIC LENS

(16511)

5/8" GYP. BD. (09250)

3 5/8" MTL. RUNNER, PER

PARTITION TYPES (09111)

9' - 0" AFF

9' - 0"

3 5/8" MTL. STUD, PER

PARTITION TYPES (09111)

5/8" GYP. BD. (09250)

7/8" HAT CHANNEL (09111)

3 5/8" MTL. RUNNER

(09111)

COVE LIGHT FIXTURE

(16511)

HARD LID CEILING @ 9'-0"

AFF. (09250)

A022

TYP.

HARD LID COVE CEILING

@ 10'-0" AFF. (09250)

.1 m

10"

0.254 m

ACOUSTICAL CEILING

PANEL W/ KNIFE

EDGE TRIM (09511)

CL-1

CUSTOM TRANSITION

TRIM, COLOR TO

MATCH KNIFE EDGE

(09511)

PER RCP

PER RCP

SUSPENSION WIRE (09511)

ACOUSTICAL CEILING PANEL

W/ KNIFE EDGE TRIM (09511)

PER RCP

PER RCP

5/8" GYP. BD. (09250)

3 5/8" MTL. STUD PER

PARTITION TYPES (09111)

CL-1

SUSPENSION WIRE (09511)

A022

MTL. STUD BRACE TO STR. ABOVE

LAY-IN CLG. PANEL AND SUPPORTS

(09511)

INTERIOR STOREFRONT SYSTEM PER

SPEC. (08411)

REFER TO DETAIL 5/A022

CONC. SLAB ABOVE PER STRUCTURAL

(03300)

5/8" GYP. BD. TO STRUCTURE ABOVE.

(09250)

INSULATION WHERE AS INDICATED BY

WALL TYPE (07210)

MTL. STUD BRACE TO

STRUCTURE ABOVE (09111)

5/8" GYP. BD. TO 6" ABOVE CLG.

TYP. (09250)

LAY-IN CLG. PANEL AND

SUPPORTS (09511)

INTERIOR STOREFRONT SYSTEM

PER SPEC. (08411)

REFER TO DETAIL 5/A022

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

:5 :5

P

M

A022

CEILING DETAILS

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

12" = 1'-0"5 A023

2 FIXTURE SUPPORT DETAIL

12" = 1'-0"

3 TYP SUSPENDED ACT CEILING GRID

12" = 1'-0"

4 RIGID SUSPENDED CEILING GRID

COMPRESSION & SEISMIC BRACING

12" = 1'-0"14 A023

5 CEILING DETAIL (PROPRIETARY)

3" = 1'-0"1 A125

6 GPDW. FILLER STRIP

1 1/2" = 1'-0"

7 HEADERS AT HALLWAYS

12" = 1'-0"

8 RIGID GYPSUM SUSPENDED

CEILING SYSTEM

1 1/2" = 1'-0"1 A125

16 TYP. RECESSED DRYWALL ACCESS

PANEL

1" = 1'-0"1 A105

10 RECESSED LIGHT FIXTURE IN SOFFIT

1" = 1'-0"13 A022

11 COVE LIGHT FIXTURE

1" = 1'-0"1 A105

12 SOFFIT CONDITION @ STAIR

1" = 1'-0"1 A105

13 ENLARGED COVE LIGHT RCP - LEVEL

P

3" = 1'-0"1 A125

14 CEILING SECTION A

3" = 1'-0"1 A126

15 CEILING SECTION B

12" = 1'-0"

9 METAL STUD CHART

12" = 1'-0"1 A135

20 PROJECTOR LOCATION

12" = 1'-0"1 A125

19 PROJECTION SCREEN INSTALLATION

1 1/2" = 1'-0"1 A125

18 CIELING AT STOREFRONT HEADER &

FULL HT. WALL.WINDOW

3" = 1'-0"18 A022

17 CEILING AT STOREFRONT HEADER /

PART. HT. WALL

Number Revision Description Date

1 Revised 12/18/2009

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

LUMINAIRE

PER ELEC.

DWGS. (16511)

3 5/8" MTL.

STUD PER

PARTITION

TYPES (09111)

/4

.0 m

0.457 m 0.458 m 0.457 m

11' - 0" A.F.F.

BLACK ACOUS.

FELT ADHERED

TO TOP OF SLAT

CLG. MEMBERS.

WOOD CROSS PIECE

GRILLE CLG. SYSTEM

PER SPEC (09547)

5/8" GYP. BD. (09250)

12' - 8" A.F.F.

CEILING SLAB PER STRUCTURAL

(03300)

P-1.2 TYP.

1'-1" 5"

0.330 m 0.127 m0.127 m

5" 1'-1"

0.127 m 0.330 m

/4

.0 m

FRAMED GYP. BD. SOFFIT ON

METAL STUDS, HEIGHTS PER

RCP (09111; 09250)

CONCRETE BEAM PER

STRUCTURAL DWGS. (03300)

CONT. MTL. CHANNEL ATTACHED

TO STRUCTURE PER DETAILS.

(09111)

BLACK ACOUSTICAL FELT

ADHERED TO TOP OF SLAT CLG.

MEMBERS, EXTEND UNDER

FRAMED SOFFIT. (09547).

CL-3 WOOD CROSS PIECE GRILLE

SUSPENDED CEILING SYSTEM

(09547)

P-1.2 TYP.

11' - 0" A.F.F.

T-BAR MAIN SUPPORTS AND

SUSPENSION WIRES ATTACHED

TO CROSS PIECES AT 24" O.C.

TYP. (09547)

O.C. TYP.

1'-0"

MAX. CANT.

6" 3/4"

BLACK CROSS PIECE BACKER @

12" O.C. PER MANUF.(09547).

0.305 m 0.152 m 0.019 m

MAIN SUPPORTS @ 24" O.C.

PERPENDICULAR TO WOOD GRILLE.

ATTACH PANELS TO MAIN SUPPORTS

PER MANUF. DTLS. (09547)

CL-3 WOOD CROSS PIECE GRILLE

CLG. 2.25" x 5/8" WOOD SLATS @ 1

23/32" O.C. (PER MANUF.) W/ BLACK

ACOUSTICAL FABRIC ABOVE

(09547).

+/- 1 3/4"+/- 4 1/2"+/- 7 1/2"

0.306 m

PANEL WIDTH (7 MEMBERS PER LINEAR FT)

1'-0"

0.044 m0.115 m0.191 m

MAINS PARALLEL TO GRILL AT

EITHER SIDE OF LUMINAIRE, TYP.

(09547)

LUMINAIRE PER ELEC (16511).

ALIGN W/ TOP FACE OF CLG.

GRILLE.

CROSSPIECE BACKERS (BEYOND)

@ 12" O.C., BLACK TYP (09547).

4"

/4

0.016 m

5/8"

0.102 m

.0 m

CL-3 WOOD CROSS PIECE GRILLE

CLG. BEYOND, FINISH ALL EXPOSED

SIDES TYP. (09547).

CROSSPIECE BACKERS UNDER

CLG. MAINS EA. SIDE OF LIGHT

FIXTURE PER CLG. MANUF. DETAILS

(09547).

STOREFRONT WINDOW

SYSTEM (08411).

REFER TO DETAIL E9/A314.

MECHO SHADE SYSTEM. GC.

TO COORDINATE SIZE OF

OPENING WITH PRODUCT

MANUF.

BRACKET-ANCHOR PER

MANUF. RECOMMENDATION.

(12494)

CEILING HEIGHT, PER PLAN

CL-3 @ CEILING & WALL.

SECURE ACOUSTICAL FABRIC

TO CLG APPLICATION ONLY

(09547).

CONCRETE BEAM PER

STRUCTURAL DWGS. (03300)

11' - 0" A.F.F.

MTL ANGLE FASTENED TO WALL

APPLICATION (09511).

FRAMED WALL PER PLAN DTL.

THIS SHEET.

MAIN SUPPORTS @ 24" O.C.

PERPENDICULAR TO WOOD

GRILLE. ATTACH PANELS TO

MAIN SUPPORTS PER MANUF.

DTLS (09547).

SUSPENSION WIRE (09511,

09547).

1'-0"

SECURE LAST PANEL TO FRAMED

SOFFIT AS REQ'D (09547)

CL-3 WOOD CROSS PIECE GRILLE CLG.

(PER MANUF.) W/ BLACK ACOUSTICAL

FABRIC ABOVE (09547) SUSPENDED FROM

STRUCTURE ABOVE PER DTLS.

V E

R

IF

Y R

E Q

U

IR

E D

C L E

A R

A N

C E

CONC. SLAB ABOVE PER STRUCTURAL

(03300)

T-BAR MAIN AT 24" O.C. ALIGNED WITH

CEILING CROSS PIECES. CROSS PIECES

TO BE ATTACHED TO T-BAR PER MANUF.

DTLS. (09547)

DIAGONAL SUPPORTS TO STRUCTURE

ABOVE AS REQ'D. (09511).

CONT. MTL. CHANNEL ATTACHED TO

STRUCTURE ABOVE PER DETAILS (09111)

P-1.2 TYP.

A022

SIM

A022

SIM

STEEL BEAM BEYOND PER STRUCTURAL

(05120)

1'-0"

8"

0.202 m

3/4"

0.020 m

/4

/2

.0 m

.0 m

FRAMED GYP. BD. SOFFIT ON

METAL STUDS (09111; 09250)

CONT. MTL. CHANNEL ATTACHED

TO STRUCTURE PER DETAILS.

(09111)

LUMINAIRE PER ELEC. DWGS.

(16511)

BLACK ACOUSTICAL FELT

ADHERED TO TOP OF SLAT CLG.

MEMBERS, EXTEND UNDER

FRAMED SOFFIT. (09547).

1x WOOD SURROUND TO MASK

LUMINAIRE ATTACHED TO FRAMED

SOFFIT. WOOD SPECIES & FINISH

TO MATCH CL-3, PAINT INTERIOR

SIDE WHITE.

CL-3 WOOD CROSS PIECE GRILLE

SUSPENDED CEILING SYSTEM

(09547)

1'-6"

0.457 m

P-1.2 TYP.

5" CROSS PIECE @ EXT. EDGE OF

CEILING SYSTEM, TYP (09547),

SPECIES / FINISH TO MATCH CLG.

CL-3. ATTACH TO SOFFIT

FRAMING W/ SLIP CONNECTION.

0.330 m

1'-1"

ELEV. PER RCP

ELEV. PER RCP

3/4"

MTL. STUDS TO STRUCTURE

ABOVE (09111)

5/8" GYP. BD. FULL HT.

COORDINATE REQ'D OPENING

WITH MEP (09250)

FRAMED SOFFIT PER PLANS

(09511) REFER TO RCP FOR

ELEVATION.

CL-3 WOOD CROSS PIECE

GRILLE CEILING SYSTEM PER

SPECS. (09547)

0.019 m

/4

.0 m

MAX. CANTILEVER

6 1/4"

0.158 m

BLACK ACOUSTICAL FELT PER

SPECS. (09547)

P-1.2 TYP.

V1V2

/4

PROVIDE A MECHO

SHADE SYSTEM @

EACH EXTERIOR

WINDOW, UNLESS

NOTED BY OTHERS.

SEE SPECIFICATIONS

AND DETAILS (12494).

W SECTION RE:

STRUCTURAL (05500)

DIFFUSER & DUCTING

PER MECH (15855;

15815)

GLAZED ALUMINUM

CURTAIN WALLS (08911)

FRAMED GYP. BD.

SOFFIT ON METAL

STUDS (09111; 09250).

CL-3 SUSPENDED

WOOD CROSS PIECE

GRILLE SYSTEM

(09547)

A023

LOW PROFILE LIGHT

EA. SIDE OF COLUMN

PER ELEC. (16511)

0.457 m 0.508 m

STRUCTURAL STEEL

BEYOND(05500)

STRUCTURAL COLUMN

BEYOND.

.0 m

.2 m

A313 C1

SIM

1'-6" 1'-8"

Y5

0.203 m 0.330 m

CONT. MTL CHANNEL

(09111)

12' - 0 3/4" A.F.F.

12' - 8" A.F.F.

FRAMED SOFFIT PER PLAN

(09111)

SUSPENDED CL-3 WOOD

CROSS PIECE GRILLE

BEYOND(09547)

LUMINAIRE PER ELEC.

(16511) BEHIND WOODEN

LIGHT BOX SEE 3/A023

8" 1'-1"

4 7/8" 1'-9"

0.124 m 0.533 m

11' - 0" A.F.F.

5" 3"

/4

.3 m

SLAB ABOVE PER STRUCTURAL (03300)

CONT. MTL. CHANNEL ATTACHED TO

STRUCTURE ABOVE (09111)

LUMINAIRE PER ELEC. WHERE

OCCURS (16511)

SOFFIT FRAMING (09111)

ELEV. PER RCP

ELEV. PER RCP

BRACING AS REQ'D. (09111)

5/8" GYP. BD. TYP. (09250)

MTL. STUD DIAGONAL CROSS BRACE TO

STRUCTURE ABOVE (09111)

6"

3/4"

4 7/8"

3/4"

6"

0.152 m

0.019 m

0.124 m

0.019 m

0.152 m

.1 m

WALL TO EXTEND 6" ABOVE CLG. (09111)

HANGER WIRES (09511,09547)

T-BAR MAIN 6" FROM END MAX. (09511,

09547)

CL-3 WOOD CROSS PIECE GRILLE CLG.

PER SPEC (09547)

WALL PER PLAN (09111)

A023

TYP.

WOOD ACOUSTIC

PANEL "Z" CLIP

INSTALL.

CL-3 @ CEILING & WALL.

SECURE ACOUSTICAL

FABRIC TO CLG

APPLICATION ONLY (09547).

/8

E Q

/8

2"

E Q

DOOR TO HAVE CLADDING

TO MATCH & ALIGN W/ WALL

1 5/8"

.0 m

E Q

.0 m

0.051 m

E Q

0.041 m

METAL STUD WALL PER WALL

TYPES

5/8"3/4"

0.019 m 0.016 m

PANEL WIDTH

1'-0"

0.305 m

MTL. STUD DIAGONAL CROSS BRACE

TO STRUCTURE ABOVE (09111)

WALL PER PLAN (09111)

WALL TO EXTEND 6" ABOVE CLG. (09111)

HANGER WIRES (09511)

T-BAR MAIN 6" FROM END MAX. (09511,

09547)

CL-3 WOOD CROSS PIECE GRILLE CLG.

PER SPEC (09547). LOCATION OF PANEL

RELATIVE TO WALL WILL VARY. VERIFY

WITH RCP, SPACING EA. SIDE OF WALL TO

BE BETWEEN 1/2" AND 3/4", TYP.

.1 m

LINE OF CLG BEYOND. (09547)

1 1/2"2

/4

0.038 m

.0 m

CL-3 @ CEILING & WALL.

SECURE ACOUSTICAL FABRIC TO

CLG APPLICATION ONLY (09547).

STOREFRONT DOOR HEAD (08411)

MT-1 CLADDING FACE TO ALIGN

w/ AP-2 PANEL SYSTEM

.1 m

MULTIPURPOSE

ROOM

W2 W1W2

A314

E9

SIM

A022

TYP.

.1 m

8' - 10" A.F.F.

9' - 0" A.F.F.

11' - 0" A.F.F.

ACOUSTICAL PANEL CEILINGS (09511)

FRAMED GYP. BD. SOFFIT ON

METAL STUDS (09111; 09250).

EXTERIOR PLASTER SOFFIT

(09220)

ALUMINUM WINDOW SYSTEM

(08411)

BATT INSULATION (07210).

10' - 2" A.F.F.

11' - 1" A.F.F.

9' - 0" A.F.F.

A022

TYP.

DUCT WORK PER MECH.

(15815)

LINEAR DIFFUSER PER

MECH. (15855)1'-0" 5"

0.305 m 0.127 m

EQ. EQ.

MECH SHADE (12494)

EXTERIOR PLASTER SOFFIT

(09220)

ALUMINUM WINDOW

SYSTEM (08411)

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

:5 :5

P

M

A023

CEILING DETAILS

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

1 1/2" = 1'-0"1 A115

1 CL-3 @ CENTER LIGHT COVE SLOT

1 1/2" = 1'-0"1 A115

2 CL-3 @ DROPPED SOFFIT

3" = 1'-0"1 A115

6 CL-3 LINEAR LUMINAIRE

ATTACHMENT

3" = 1'-0"1 A125

17 TYP. MECHO SHADE DETAIL @

OFFICES

3" = 1'-0"12 A023

4 CL-3 @ WALL / CLG. TRANSITION

1 1/2" = 1'-0"1 A125

5 CL-3 AT STEP IN CEILING HEIGHT

1 1/2" = 1'-0"8 A023

3 CL-3 @ PERIMETER LIGHT COVE

3" = 1'-0"1 A125

7 CL-3 FLUSH W/ SOFFIT

1" = 1'-0"1 A115

8 CL-3 @ EXT. WND

1 1/2" = 1'-0"1 A115

9 CL-3 SOFFIT AT ENTRANCE

1 1/2" = 1'-0"1 A115

18 SOFFIT TRANSITION

1 1/2" = 1'-0"1 A125

10 CL-3 AT PERPENDICULAR

INTERSECTING WALL

3" = 1'-0"1 A135

12 SECTION @ MULTIPURPOSE RM.

3" = 1'-0"1 A125

11 CL-3 AT PARALLEL INTERSECTING

WALL

3" = 1'-0"10 A165

13 SECTION @ MULTIPURPOSE RM.

1" = 1'-0"1 A135

14 SOFFIT AT EXTERIOR WINDOW

1 1/2" = 1'-0"1 A145

15 SOFFIT AT EXTERIOR WINDOW

Number Revision Description Date

1 Revised 12/18/2009

SCALE:

8'-6"

U.O.N. RCP

0'-0"

FINISHED FLOOR

2'-10"

MAX. COUNTER HT.

3'-4"

MAX. MIRROR HT.

8"

MIN.

KNEE CLR.

17" MIN.

DEPTH

M

IN

T

O E

C L

R . 2

M

IN

M

IN

22"

COUNTER

/4

A023

A023

A023

A0233/4" = 1'-0"

WALL SECTION @

LAVATORY RESTROOM COUNTER

TILE BASE PER FINISH DWGS. (09310)

MIRROR MOUNTED STAINLESS

STEEL L TRIM @ PERIMETER - 1_

FRONT EDGE (08830)

GYP. BD. CEILING (09511) ON

SUSPENDED FRAME STRUCTURE

(09111)

DASHED LINE INDICATES AREA

OF REQUIRED ADA CLEARANCE

WALL CONSTUCTION PER FLOOR PLANS

SEE DETAIL

FOR NOTES ON COUNTER SUPPORTS

PROVIDE ONE PIECE INSULATION

@ EXPOSED PIPES, COLOR TO

MATCH ADJACENT WALL, OR PER

ARCHITECT (10801)

BLOCKING BEHIND

COUNTER EDGE

AS REQUIRED

(06402)

2'-1"

LIGHT FIXTURE, PER ELECTRICAL

DWG'S (16511)

ADA CODE REQ.:INSTALL DIM.:

ES-2

F

U L

L T

IL

E

S

TILE AS SHOWN PER ELEV.T-4

PER ELEV. PROVIDE LAMINATE

CABINET W/ TRASH COUNTAINER

TO FIT , CONCEALED HINGE

STAIN. ST. LOCK, RAISED OF

FLOOR 6", TILE UNDERNEATH

LP-4

EXPANSION JOINT SEALANT (07920)

GROUT (09310)

TILE BACKING PANEL (09250)

CERAMIC TILE (09310)

THIN SET MORTAR (09310)

INTEGRAL COVE BASE TILE (09310)

GROUT (09310)

CERAMIC TILE (09310)

THIN SET MORTAR (09310)

WATERPROOF MEMBRANE (09310)

L A

P W

P

1" RADIUS

WALL LINE

WRAP SHEET VINYL

FLOORING UP WALL (09652)

SOLID BACKING TO

SUPPORT COVE (09652)

FLOOR LINE

METAL TRIM (09652),

COLOR TBD BY

ARCHITECT.

B A

NOTE: REFER TO ELEVATIONS TO

DETERMINE WHICH DETAIL

APPLIES

GROUT (09310)

CERAMIC TILE (09310)

THIN SET MORTAR (09310)

SOLID SURFACE

COUNTER W/CONT.

BACKPLASH (06615)

EXPANSION JOINT

SEALANT (07920)

COUNTER PER

FINISH PLANS (06402)

MIRROR (08830)

MIRROR

MOUNTED PER

MANUFACTURER'S

REQUIREMENTS

(08830)

EXPANSION JOINT

SEALANT (07920)

.1

M

[4

.0

M

[2

COUNTER HT.

SEE COUNTER DETAILS

3" x 3/8" x 2'-3" STL. � BOLTED

BETWEEN BACK TO BACK STEEL

STUDS (WELDED TO NOTCHED

STEEL ANGLE) (05500)

2" x 11_ " x 1_

" LLV STEEL ANGLE;

LENGTH OF ANGLE AS REQUIRED

TO SUPPORT COUNTERTOP (05500).

** SPACING SHALL BE ONE COUNTER

SUPPORT ASSEMBLY FOR EVERY 40"

OF UNSUPPORTED COUNTER -

ASSEMBLY TO BE CENTERED

BETWEEN LAVS AND TO BE PLACED

AT UNSUPPORTED ENDS.

C O

U N

TER

A

S

SPEC

IF

IE

D

IN

FIN

IS

H D

W G

S

16 GA. STUDS (09111)

D R

YW

ALL

WELD

2"

SUBSTRATE (09250)

CERAMIC TILE (09310)

CORNER TILE PIECE TO BE USED

AT ALL OUTSIDE CORNERS (09310)

M

A X

A T

C O

M P

R E

S S

E D

C A

R P

E T

/S H

E E

T V

IN

Y

L B

E L O

W T

H R

E S

H O

L D

F

L O

A T

S L A

B A

S N

E C

E S

S A

R Y

I N

A L L A

R E

A S

R E

C E

IV

IN

G S

H E

E T

V

IN

Y L

/4

VERIFY

/2

M

A X

/4

CONCRETE (03300)

THINSET CERAMIC TILE (09310)

CARPET (09680; 09681) / SHEET VINYL FLOORING (09652)

MAX 1/2" HIGH MARBLE

THRESHOLD SET IN THINSET

MORTAR

DOOR PER SCHEDULE (08111;

08130; 08211)

DOOR FRAME BEYOND (08111;

08130; 08211)

GYP. BD. PARTITION BEYOND

CERAMIC TILE (09310)

CERAMIC TILE PER

INTERIOR

ELEVATIONS (09310)

THICK SET MORTAR BED (09310)

BEVELED CERAMIC TILE CURB

(ADAAG SECTION 4.21.7)

(09310)

MAX SLOPE 1:50

SHOWER

1 / 2

M A

X D

R O

P

THICKSET TILE

WTI-1 (PER SPEC) (09310)

THINSET TILE

FTI-1 (PER SPEC) (09310)

EXPANSION JOINT SEALANT (07920)

BOND BREAKER TAPE (07920)

THICK SET MORTAR BED (09310)

WATERPROOF MEMBRANE (09310)

D E

P R

E S

S

IO

N I N

S L A

B W

H E

R E

O C

C U

R S

P E

R S

T R

U C

T D

W G

S

LIQUID APPLIED WATERPROOFING

ANTI-FRACTURE MEMBRANE. APPLY

FLOOR TO CEILING (09310).

METAL LATH. (09220)

ALTERNATE ULTRA-LATH HEAVY DUTY

PLASTIC BY PLASTIC COMPONENT INC.

SCRATCH/BROWN PLASTER (09220)

VAPOR BARRIER (07210; 09310)

METAL STUD (09111)

EPOXY GROUT (TYP.) (09310)

TOPPING SLAB (03330)

SLOPE 1/8" / FT.

CAULK AT CORNERS (07920)

THINSET MORTAR (TYP.) (09310)

CAULK (07920)

LATH & PLASTER (09220)

STRUCTURAL SLAB PER STRUCT.

DWG'S (03330)

CERAMIC TILE (09310)

EPOXY PAINT (09912)

5/8" GLASS MAT SHEATHING BOARD

(09250) COMPLY WITH TILE COUNCIL

OF AMERICA (TCA) SYSTEM B414.

TILE CONSTRUCTION - SEE WTI-2

PER SPECS (09310) (REFER TO

DTLS THIS SHT FOR NOTES NOT

SHOWN HERE)

WALL CONSTRUCTION PER PLANS

EXPANSION JOINT SEALANT WHERE

TILE MEETS PLASTER (07920)

EPOXY PAINT PER FINISH PLAN (09912

3 COAT PORTLAND CEMENT

PLASTER APPLICATION (INCLUDING

FINISH COAT) ON CEILING - SEE

SPEC (09220)

BOND BREAKER TAPE (07920)

GLASS MAT SHEATHING BOARD (09250)

VAPOR BARRIER (07210; 09310)

CERAMIC TILE (09310)

WATERPROOF MEMBRANE (09310)

WALL CONSTRUCTION PER PLANS

WTI-2 (PER SPECS)

LAYERING IN ORDER:

PORTLAND CEMENT MORTAR

THICKSET INSTALLATION (09220)

EXPANDED METAL LATH (09220)

GLASS MAT SHEATHING BOARD (09250)

GROUT (09310)

LATEX PORTLAND CEMENT

MORTAR THINSET (09310)

0.0508M

[2"]

VERIFY DEPTH W/ MFG.

SUBFLOOR

CARPET @ FLOOR & BASE

(09680; 09681)

4" "Z" TYPE BASE (09111)

LOCKERS (10505)

D E

P R

E S

S E

D C

O N

C R

E T

E

CERAMIC TILE PER SPECS

(09310) (REFER TO DETAILS THIS

SHEET FOR NOTES NOT SHOWN

HERE)

SLOPE 1/8" / FT.

WATERPROOFING MEMBRANE -

TIE INTO DUAL INLET DRAIN AS

REQ. (09310)

EXPANSION JOINT SEALANT (07920)

GROUT (09310)

THICK SET MORTAR BED (09310)

BOND BREAKER TAPE (07920)

SUPPORT DETAIL

1'-2"1'-2"1'-2"

5 1/2" DIA. HOLE SMOOTH

POLISHED FINISH IN

COUNTERTOP

UNDER COUNTER

MOUNTED LAVATORY

SINK REFER TO PLUMBING

DRAWINGS (15410)

UNDERCOUNTER

MILLWORK, SEE

ELEVATIONS (06402).

7" SOLID SURFACE

BACKSPLASH, REFER TO

ELEVATIONS AND FINISH

SCHED. (06615)

PLAN VIEW

0.356 m 0.356 m 0.354 m

.5 m

6'-0"

1.829 m

A-5

"SLOAN" FAUCET,

REFER PLUMBING

DRAWINGS. (15410)

FAUCET AND SINK DRAIN

TO ALIGN, TYP.

ELEVATION VIEW

.7 m

.1 m

.1 m

T-4

ES-2

A-5

LP-4

A024

A024

A024

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

:5 :3

P

M

A024

RESTROOM DETAILS

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

3/4" = 1'-0"1 A160

2 SECTION @ LAVATORY R.R. COUNTER

6" = 1'-0"1 A160

3 TILE COVE BASE @ R.R. WALL, TYP.

6" = 1'-0"

4 SHEET VINYL COVED BASE

3" = 1'-0"

7 BACKSPLASH DETAIL

3" = 1'-0"

6 COUNTER SUPPORT ASSEMBLY

12" = 1'-0"

8 CERAMIC TILE AT CORNER

6" = 1'-0"1 A160

9 MARBLE THRESHOLD @ RESTROOMS

3/4" = 1'-0"1 A160

10 COUNTER TOP PLAN DETAIL

3" = 1'-0"1 A160

11 SECTION AT THRESHOLD

6" = 1'-0"

12 FLOOR TRANSITION DETAIL

1 1/2" = 1'-0"1 A160

13 SHOWER RECEPTOR DETAIL

12" = 1'-0"13 A024

14 TILE / CEILING TRANSITION @

SHOWER

12" = 1'-0"13 A024

15 TILE CONSTRUCTION @ SHOWER

1 1/2" = 1'-0"9 A160

17 CURB @ LOCKERS

12" = 1'-0"13 A024

16 TRANSITION TO FLOOR @ SHOWER

Number Revision Description Date

1 Revised 12/18/2009

1'-11"

/2

1"

3"

C L

PLAM TOE KICK (06402)

WALL TYPE PER PLAN

WATERFALL EDGE (06402)

2"DIA. HOLE FOR CORD ACCESS

DRAWER WHERE OCCURS.

PROVIDE WALL BACKING PLATE (09111)

PLAM COUNTER TOP & SPLASH (06402)

BASE CABINET (06402)

ADJUSTABLE SHELVING

(ENITRE INTERIOR SHALL BE

WHITE MELAMINE) (06402)

CEILING PER REFLECTED CEILING

PLAN (09511)

/2

1'-11"

1"

3"

WALL TYPE PER PLAN

BASE CABINET (06402)

PLAM TOE KICK (06402)

WATERFALL EDGE (06402)

CEILING PER REFLECTED CEILING

PLAN (09511)

WHERE OCCURS, ACOUSTICAL

WALL PANEL (09841)

PLAM COUNTER TOP & SPLASH (06402)

DRAWER WHERE OCCURS

PROVIDE WALL BACKING PLATE (09111)

ADJUSTABLE SHELVING

(ENITRE INTERIOR SHALL BE

WHITE MELAMINE) (06402)

1'-11" 3"

1 _ 2

WALL TYPE PER PLAN

PROVIDE SILICON BUMPERS @

DRAWERS AND CABINETS. TYP.

(06402)

CEILING PER REFLECTED CEILING

PLAN (09511)

ADJ. SHELF (TYP.) SHELF AND

INTERIOR P-LAM (06402)

P-LAM COUNTER TOP WITH

WATERFALL EDGE (06402)

PLAM TOE KICK (06402)

DRAWER WHERE OCCURS.

BASE CABINET (06402)

ADJUSTABLE SHELVING

(ENITRE INTERIOR SHALL BE

WHITE MELAMINE) (06402)

P-LAM MICROWAVE CABINETRY (06402)

12"2

/2

1'-11" 3"

1"

/2

EQ. EQ.

UPPER CABINET WHERE OCCURS (06402)

WALL TYPE PER PLAN

PROVIDE WALL BACKING PLATE (09111)

INTERIOR OF CABINET AND ADJ.

SHELVING TO BE WHITE

MELAMINE (06402)

NO DRIP EDGE (06402)

2" DIA. HOLE FOR CORD ACCESS

P-LAM COUNTER TOP & SPLASH (06402)

SINK - PER PLUMBING (15410)

P-LAM. TOE KICK (06402)

INTERIOR OF CABINET AND ADJ.

SHELVING TO BE WHITE MELAMINE

(06402)

BASE CABINET (06402)

CEILING PER REFLECTED CEILING

PLAN (09511)

E Q

S

L O

T S

1'-2" CLR.

3/4" THICK P-LAM (06402)

MAIL SLOTS 12"W X 4 1/2"H X 14"D

(CLR.) ADD IN COLUMNS, PER

ELEVATION (06402)

/4

/4

N .T

.S

N .T

.S

2'-0" 1 1/4"

1'-2"

3/4" MDO WITH P-LAM AT ALL

EXPOSED SURFACES - TYP.

COLOR TO BE SELECTED (06402)

2 LAYERS 1/2" MDO WITH P-LAM

FINISH. COLOR TO BE SELECTED

(06402)

BRUSHED ALUM. WIRE PULLS, 6"

LENGTH, TYP. (06402)

BASE PER FINISH SCHEDULE

FINISH FLOOR

EXPANSION ANCHOR AND WD.

CLEAT (06100)

WALL PER PLAN

MTL. STUD BACKER - TYP (09111)

4" HIGH CONT. BACKSPLASH W/

P-LAM FINISH. COLOR TO BE

SELECTED (06402)

3/4" MDO WITH P-LAM AT ALL

EXPOSED SURFACES - TYP.

COLOR TO BE SELECTED (06402)

DRAWER PER ELEVATION

BRUSHED ALUM. WIRE PULL-TYP.

EACH CABINET MODULE TO BE

ANCHORED TOP AND BOTTOM TO

BACKING PLATE (06402).

/4

/4

1 1/4"

VARIES -

1'-6" OR 1'-0"

SEE PLAN

1'-0"

3/4" MDO WITH P-LAM AT ALL

EXPOSED SURFACES - TYP.

COLOR TO BE SELECTED (06402)

2 LAYERS 1/2" MDO WITH P-LAM

FINISH. COLOR TO BE SELECTED

(06402)

BRUSHED ALUM. WIRE PULLS, 6"

LENGTH, TYP. (06402)

BASE PER FINISH SCHEDULE (06402)

FINISH FLOOR

EXPANSION ANCHOR AND WD.

CLEAT (06100)

WALL PER PLAN

MTL. STUD BACKER - TYP. (06402)

EACH CABINET MODULE TO BE

ANCHORED TOP AND BOTTOM TO

METAL STUD BACKER (09111)

1"

ES-1

B-2

LP-6

WALL SYSTEM PANELING

PER SPEC (06402)

BASE / CARPET

TO RUN UNDER

CABINET TO

WALL (09680;

09681)

3/4"

PROVIDE BACKING @ WALL,

TYP. (09111)

LP-6

.8 m

.3 m

/4

.0 m

0.017 m

0.025 m

.0 m

BRUSHED STAINLESS STEEL

LEDGE 1" x 2" TUBING

(05500) SECURED TO

STRUCTURE, PROVIDE

BACKING (05730)

WALL TYPE PER PLAN

TYP. ACOUSTICAL PANEL

(09841)

AP-1

/4

1"3"

LAMINATE CLAD BASE, MARINE

GRADE BACKING (06402)

FABRIC WRAPPED ACOUSTICAL

PANEL (09841)

B-3

WALL PER PLAN (09111)

(09841)AP-1

/8

/8

3/4"

1"

FABRIC WRAPPED

ACOUSTICAL PANEL

LAMINATE OVER 3/4"

BACKING (06640)

PETER PEPPER 310.639.0390 RECESSED

CONFERENCE CENTER MODEL CCR, 60"W x 48"H

4" DEEP. WHITE MARKER BOARD TACK BD.

FABRIC @ INTERIOR SIDE OF DOORS TYP. WC-2

DOOR TO BE CLAD IN WOOD VENEER TO MATCH

W-3, PLAIN SLICED CLEAR MAPLE.

BRUSHED STAINLESS STEEL

LEDGE, 1" x 2" TUBE, SECURE TO

STRUCTURE (05500).

A.F.F.

CL-1

9' - 0"

WALL PER PLAN

A025

TYP.

/2

A L

IG

N

A025

TYP.

EXTEND WALL PANEL IF

THERE IS NO STEEL

LEDGE DETAIL

/2

B-3

AP-1

/2

/2

/2

WALL TYPE PER PLAN

AP-1

ACOUSTICAL PANEL W/ 3/16"

BEVEL @ PERIMETER "Z" CLIP

TO WALL (09841)

T-3

0.559 m

1'-10"

T-3

.1 m

1'-8 1/2"

0.521 m

.5 m

/2

/2

.1 m

.0 m

MT-1

6" 1/4"

CONCRETE TOPPING

(03300)

1/4" ZINC SCREED

(03300)

CARPET TO ALIGN,

FLOAT FLOOR AS

REQUIRED (09680).

CONCRETE SLAB (03300)

CT-2

6"

0.149 m

0.006 m

/2

/2

/8

.0 m

.1 m

.0 m

1/2"

0.013 m

1/2"

0.013 m

AP-2

W-1

BASE FINISH

EXP. ENDS

1/4" CAULK JOINT

MT-1 BASE

AP-1

ACOUSTICAL FABRIC

WRAPPED w/ "Z" CLIP INSTALL

CT-2

CONCRETE

TOPPING (03300)

.1 m

/2

WALL TYPE PER PLAN

CONCRETE SLAB (03300)

1"

0.026 m

LAMINATE (06402)

LP-6

WS-1

WALL SYSTEM

MOUNTING BOTTOM

EDGE TRIM (TYP. @

TOP / SIDES).

B-3

WALL PER PLAN

INSULATION WHERE

OCCURS (07210)

AP-2

STOREFRONT DOOR HEAD (08411)

WOOD ACOUSTICAL PANEL MITER

@ DOOR FRAME & RETURN TO

WALL

WOOD BANDS FINISHED / EASED

EDGE @ END. W-1

.0 m

.0 m

/2

/4

AP-1 LP-6WS-1

FABRIC WRAPPED

ACOUSTICAL PANEL

EDGE TRIM, TYP ALL

SIDES OF WALL SYSTEM

LAMINATE WALL SYSTEM

MTL STUD (09111)

BATT INSULATION

WHERE OCCURS

(07210)

5/8" GYP. BD (09250)

ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS (08411)

AP-2

W-1

DOOR HINGE

ALIGN

MITER @ ENDS

FINISH ALL EXPOSE

EDGES

WALL PER PLAN

ADJUST DIM. AS

REQUIRED TO ALLOW

DOOR TO OPEN TO

OPEN FULLY.

ADHERED

TO DOOR

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

:5 :4

P

M

A025

MILLWORK DETAILS

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

1/2" = 1'-0"

1 TYP. BASE CABINET

1/2" = 1'-0"

2 BASE CABINET @ CONF. & COPY

1/2" = 1'-0"11 A167

3 TYP. BREAKROOM CABINET IN

ACOUSTICAL WALL

1/2" = 1'-0"2 A163

4 TYPICAL COUNTER AT SINK

1/2" = 1'-0"8 A163

5 MAILSLOT CABINETRY

1" = 1'-0"2 A163

6 TYP. UPPER & BASE CABINET

1" = 1'-0"

8 MAILROOM CABINET

1 1/2" = 1'-0"19 A166

14 CREDENZA CABINET SECTION

6" = 1'-0"18 A025

15 ACOUSTICAL PANEL / LEDGE DETAIL

6" = 1'-0"18 A025

17 LAMINATE BASE DETAIL

1 1/2" = 1'-0"2 A166

18 PRESENTATION WALL DETAIL

12" = 1'-0"9 A163

19 ACOUSTIC PANEL DETAIL

1 1/2" = 1'-0"1 A162

16 BASE CABINET @ RESTROOM

6" = 1'-0"10 A165

12 BASE / WOOD ACOUSTICAL WALL

6" = 1'-0"11 A165

11 MT-1 BASE / ACOUSTICAL PANEL

6" = 1'-0"

13 BASE / WALL PANEL

6" = 1'-0"10 A165

20 STOREFRONT DOOR / ACOUSTICAL

WOOD PANEL W

6" = 1'-0"9 A166

9 ACOUSTICAL PANEL / WALL PANEL

TRANSITION

6" = 1'-0"10 A165

7 BLIND DOOR JAMB DETAIL

Number Revision Description Date

1 Revised 12/18/2009

/8

/8

DRAWER PER ELEVATION

MTL. STUD BACKER - TYP. (09111)

BRUSHED ALUM. WIRE PULL,

6" LENGTH, TYP. (06402)

3/4" MDO WITH P-LAM AT ALL

EXPOSED SURFACES - TYP.

COLOR TO BE SELECTED

(06402)

EA. CABINET MODULE TO BE

ANCHORED TOP & BTM. TO

BACKING PLATE

WALL PER PLAN

2 LAYERS 1/2" MDO WITH P-

LAM FINISH COLOR TO BE

SELECTED (06402)

FINISH FLOOR

BASE PER FINISH SCHEDULE (06402)

3/4" MDO WITH P-LAM AT ALL

EXPOSED SURFACES - TYP.

COLOR TO BE SELECTED

(06402)

BRUSHED ALUM. WIRE PULL,

6" LENGTH, TYP. (06402)

1'-0 1/2"

/4

E

Q S

P A

C E

S

3"1'-8 1/4"

2'-3"

2'-0"

MAIL BIN

NOTE: INSTALL HARDSURFACE

FLOORING WALL TO WALL (UNDER CAB)

PRIOR TO INSTALLING CABINETRY

CEILING PER RCP

WALL TYPE PER PLAN

P-LAM INCOMING MAIL SLOTS, 1/4" TH

BLK. MELAMINE ADJUSTABLE DIVIDERS W/

3/4" TH MAIN SUPPORTS/ BOX (06402)

BRUSHED ALUM. WIRE PULL, 6" LENGTH,

TYP. (06402)

/2

/4

/4

PLASTIC LAMINATE PANEL

(06402)

LP-6

ENGINEERED STONE

COUNTERTOP (06615)

ES-1

REVEAL

PLASTIC LAMINATE FLOOR

BASE

LP-5

3 5/8" MTL. STUD PER

PARTITION TYPE (09111)

3 5/8" MTL. RUNNER (09111)

UNDER COUNTER

SUPPORT (06402;

05500)

1'-0"

.8 m

.2 m

.2 m

.4 m

.0 m

.2 m

.0 m

.0 m

/2

.0 m

0.304 m

1 1/2"

0.038 m

0.609 m

0.077 m

/8

PLASTIC LAMINATE BASE CABINET (06402)

WATERFALL EDGE

E Q

/8

E

Q

/8

E

Q

.0 m

E Q

.0 m

/8

.0 m

CL-3 @ CEILING & WALL.

SECURE ACOUSTICAL

FABRIC TO CLG

APPLICATION ONLY (09511).

AP-2

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 :1

P

M

A026

MILLWORK DETAILS

0207-3075

October 9, 2009

NOAA La Jolla Laboratory Replacement Project

Final Construction Documents

1" = 1'-0"2 A163

2 CABINET DETAIL WITH DRAWERS

3/4" = 1'-0"1 A164

3 MAIL CABINET

1 1/2" = 1'-0"1 A164

4 WORKSTATION SECTION

1" = 1'-0"

5 BASE CABINET DETAIL

1 1/2" = 1'-0"10 A165

6 ACOUSTICAL PANEL SYSTEM

PARTIAL ELEVATION DETAIL

1 1/2" = 1'-0"

8 LOBBY DISPLAY CAB. SECTION

3" = 1'-0"

10 LOBBY PANELING BASE

6" = 1'-0"

11 GARAGE ENTRY WALL / BASE

1 1/2" = 1'-0"

9 LOBBY DISPLAY CAB. SECTION

6" = 1'-0"

12 GARAGE ENTRY MT-1 WALL / BASE

6" = 1'-0"

13 LOBBY PANELING / BLIND DOOR

Number Revision Description Date

1 Revised 12/18/2009

FD FD

208-230V

208-230V

208V-15A20 8-

0V

UP

UP

DN

UP

UP

UPDN

UP

UP

1. CONTRACTOR TO FIELD VERIFY ALL

MEASUREMENTS AND CONDITIONS NEW AND

EXISTING. NOTIFY THE ARCHITECT/OWNER'S

REPRESENTATIVE OF ANY DISCREPANCIES.

2. ENLARGED PLANS MAY BE ROTATED OR

MIRRORED COORDINATE WITH MAIN FLOOR PLAN.

3. ALL DIMENSIONS ARE TO THE FACE OF STUD

OR COLUMN CENTERLINES, UNLESS OTHERWISE

NOTED.

4. CONTRACTOR TO PROVIDE 4'-0" HIGH

PLYWOOD BACKER BOARD IN ALL MECHANICAL AND

ELECTRICAL ROOMS MOUNTED 3'-6" A.F.F. FOR

PERIMETER OF ROOM

5. PROVIDE MOLD RESISTANT GYPSUM BOARD AT

ALL EXTERIOR WALLS.

6. PROVIDE METAL TRIM OR CASING AT ALL

EDGES OF PLASTER AND DRYWALL SURFACES

WHERE IT TERMINATES OR MEETS ANY OTHER

MATERIAL, UNLESS NOTED OTHERWISE

7. PROVIDE METAL CORNER BEADS AT ALL

OUTSIDE CORNERS OF PLASTER AND DRYWALL

SURFACES, UNLESS NOTED OTHERWISE.

8. CONTRACTOR TO PROVIDE WOOD BLOCKING

BEHIND ALL TOILET ROOM ACCESSORIES, GRAB BARS,

HANDRAILS, WOOD TRIM, AND WALL MOUNTED

FIXTURES.

GENERAL NOTES:

A201

A201

A200

G1

G1

A7

9.1

A B C D E G H

Y6

Y4

Y3

Y2

Y1

W2 W5

J

DIVISION DIR.

308 ADMIN. ASST.

RESEARCH BIOLOGIST

SCIENTIST CONTRACTOR

OCEANOGRAPHY

ECOLOGIST

I.T. SPECIALIST

RESEARCH FISH BIO.

RESEARCH FISH BIO. GEN.

RESEARCH FISH BIO. GEN.

SHARED OFFICE

SHARED OFFICE

RESEARCH FISH BIO.

SHARED OFFICE COMP.

SPEC.

ECOLOGIST TURTLES

OPER. RESEARCH

ANALYST ETP

OPER. RESEARCH

ANALYST

SHARED OFFICE

RESEARCH FISH BIO/EEZ

337SCIENTIST II ANTARTIC

RESEARCH FISH BIO.

335OPER. RESEARCH

ANALYST

RESEARCH NUC. GEN./

ANALYSIS

DIVISION DIRECTOR

BIOLOGIST

RESEARCH NUC.

GEN./ANALYSIS

MEN'S RR.

301B

WOMEN'S RR.

301A

I.D.C.

301D

ELEC.

301C

SUPVR. ZOOLOGIST

TURTLES

SUPVR. RESEARCH FISH

BIO/GEN

SUPVR. OPER. RESEARCH

/ EEZ

SUPVR. ECOL.

SUPVR. RES. FISH BIO.

TEAM CONF. ROOM

TEAM CONF. ROOM

MULTIPURPOSE ROOM

SUPVR. ECONOMIST

OPTICAL COMPARITOR

SUPVR. MOLECULAR GEN.

SUPVR. I.T. SPECIALIST

SHARED OFFICE

SHARED OFFICE

ECONOMIST

RESEARCH FISH

BIOLOGIST

SENIOR BIOLOGIST

SENIOR BIOLOGIST

RESEARCH FISH

BIOLOGIST

RESEARCH FISH

BIOLOGIST

ANALYST

RESEARCH WILDLIFE BIO.

ASSISTANT

ASSISTANT SCIENTIST

ELEC.

355C

INTERPRET. LAB OFFICE

RESEARCH OCEANOGR.

RESEARCH FISH BIO.

SUPVR. OCEAN ACOUSTIC

ENG.

SUPVR. RESEARCH FISH

BIO.

SUPVR. RESEARCH FISH

BIO.

TEAM CONFERENCE

DIVISION DIRECTOR

BIOLOGIST

COMPUTER COAST

WATCH

SCIENTIST II CONTRACT

I.T. SPEC.

JANITOR

355E

WORKROOM

I.D.C.

355D

SUPVR. I.T. SPEC.

MEN'S RR.

355B

WOMEN'S RR.

355A

STORAGE

300A

JAN.

301E

STORAGE

300B

SHARED OFFICE

SCIENTIST

SHARED OFFICE

SCIENTIST

CORRIDOR

383A

ROV VIDEO/OTOLITH LAB

EEZ MAMMALS LAB

TAXONOMY LAB

POST PCR LAB

PRE PCR LAB

GENERAL LAB

MARINE MAMMAL

STRANDING LAB

POST PCR

INSTRUMENTATION LAB

OCEANOGRAPHIC &

ACOUSTIC LAB

AERD STAGING DRY LAB

ANCIENT DNA

PHOTOGRAMMETRY SUITE

PRD ACOUSTICS LAB

I.D.C.

388A

ELEC

388B

ECOSYSTEM/

OCEANOGRAPHIC LAB

CHEMISTRY LAB

CLEANROOM CLASS

100,000

399B

CLEANROOM CLASS

10,000

399C

AERD DRY LAB & CCAMLR

ARCHIVE

FILM ARCHIVE

CLEANROOM CLASS 100

399D

FREEZER STORAGE

SHARED OFFICE BIOTECH

III

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

SHARED OFFICE

319SHARED OFFICE

BIOTECH II

OPEN OFFICE

OPEN OFFICE

OPEN OFFICE

383B

OPEN OFFICE

383C

A202 D11

T1

A202 H1

V2 V4

Y4.5

A200 A1

A201

G10

A201

A1

A202 M1

A201

M10

A202

M8

A201 M16

A201

M5

A201

M1 A201

A201

Q1

Q7 A201

Q15

A202

A13

A202

Q1

A202D1

A202

Q6

A202Q11

Q16

A200 N1

A9

A313

W8

A1

A317

A13

A316

A10

A315

A13

A314 A13

A319

A9

A319

A13

A318

A9

A318

A13

A321

A9

A321

A10

A322

A9

A323

A13

A331 A13

A337

A13

A329

A9

A328

A13

A335

A7

A330

A5

A334

A13

A333

Q11

A13

A332

A10

A336

A13

A327

A10

A325

A9

A312

V1

N18

A352

J18

A352

E10

A352

A13

A352

E18

A352

E14

A352 J9

A352

N14

A352

A18

A352

N6

A352

FE.1 F.5

X1

Y5

A412 J16

A401 K16

X6

100°

10' - 0" 4' - 0"

4'

0"

8'

0"

J1

A300

A1

A300

A1

A301 J1

A301

A1

A302

J1

A302

A1

A303

J1

A303

A414 L4

A414

L10

A414

L16

A542

K19

A541

F4

A202 H1

A202

M8

A14

A352

N13

A352

A326 L6

A400 J17

A210L15

15' - 0" 30' - 0" 36' - 0" 36' - 0" 9' - 6" 26' - 6" 15' - 0" 15' - 0" 30' - 0" 67' - 0 1/2"

31' - 3 1/16"

1' - 6" 19' - 7"

0.458 m

5.969 m

9.527 m

1.

m

3.

m

2.

m

3.

m

9.

m

6.

m

3.

m

4.

m

9.

m

9.

m

9.

m

9.

m

9.

m

9.

m

9.

m

4.572 m 9.144 m 10.973 m 10.973 m 2.896 m 8.077 m 4.572 m 4.572 m 9.143 m 20.434 m

4.

m

4.

m

4.

m

8.

m

8.

m

8.

m

/4

/8

1/

/8

/8

/8

1.219 m 3.048 m

A1

A328

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:

Gibbens Drake Scott, Inc.

9201 E. 63rd Street, Suite 100 Raytown, MO 64133 P: 816.358.1790 F: 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 Architecture, Inc.

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

Structural Engineer:

TranSystems Corporation 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

Life Support System Consultant:

MWH Americas, Inc.

9444 Farnham Street, Suite 300 San Diego, CA 92123 P: 858.751.1200 F: 858.751.1201

U.S. Department of Commerce, NOAA

10/9/2009

8901 La Jolla Shores Drive La Jolla, California 92037

/1

8/

:5 6:

P

M

A130

LEVEL 3 - OVERALL

FLOOR PLAN…