NOAA La Jolla Amendment 5 Drawings.pdf
PDF 19 MB Posted
- Solicitation number
- AB1330-10-RP-0005
About this file
Revised Drawing Sheets
View the file
Other files
Show all 28
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Fax: (816) 358-2367 www.gdsengr.com
Gibbens Drake Scott, Inc.
Phone: (816) 358-1790
Raytown, Missouri 64133
9201 E. 63rd Street, Suite 100
A
S111
S410
D
SIM
S410
D
S411
E
S410
J
S410
H
S410
H
S410
L
S410
K
S410
F
S414
Q
S410
N S410
J
S410
H
S1, TYP.
S1A S2A
S1
S1
S2A
S1A
S2A
S1
S2A
S2A
S1A
S2A
S1A
S1
S1
S1
S1
S2A
S1
S1
S1
S1A
S1A
S1A
S5
S5
S1 S2A
S6
S6
S6
S1
S1
S8
S2A
S8A
S5
S5
LEVEL 1
FRAMING PLAN
PARTIAL FIRST FLOOR
68.351m
224’-3"
68.351m
68.313m
68.313m
224’-3"
224’-1 1/2"
224’-1 1/2"
S
L O
P E
S
L O
P E
S
L O
P E
.0 m
.0 m .8 m
10’-0" 88’-0" 3.048m 26.822m
6% SLOPE 7% SLOPE
221’-0" 67.361m
221’-0" 67.361m
221’-0" 67.361m
UP TO LEVEL 2
68.351m 68.440m
9’-0" 2.743m
224’-3" 224’-6 1/2"
DOWN TO LEVEL P
S
L O
P E
S
L O
P E
S
L O
P E
6% SLOPE
MATCHLINE - SEE SHEET S112
.6 m
1’-0" 0.305m
KEY NOTES:
10 LIFT STATION. SEE PLUMBING DRAWINGS FOR INFORMATION.
FOR INFORMATION.
OIL / WATER INTERCEPTOR BELOW SLAB. SEE PLUMBING DRAWINGS
PLUMBING DRAWINGS FOR INFORMATION.
STORAGE TANK FOR CONTAMINATED WATER BELOW SLAB. SEE
COMPRESSIVE STRENGTH.
IS DOWELED TO WALL, CAST, AND ATTAINED REQUIRED 28 DAY
WALL SHALL BE BRACED DURING CONSTRUCTION UNTIL FLOOR ABOVE
AREA PER TYPICAL DETAIL Q/S400.
PROVIDE HOUSEKEEPING PADS FOR MECHANCIAL EQUIPMENT IN THIS
EXTENSIONS @ ALL PILASTERS, TYP.
PROVIDE 0.305m (1’-0") WIDE x 1.219m (4’-0") LONG FOOTING
#19@0.305m (#6@12") EACH WAY, BOTTOM.
0.609m (1’-6") THICK FOOTING @ ELEVATOR CORE, REINFORCE WITH
ELEVATIONS.
WARPED SLAB AREA. SEE SPOT GRADES FOR CONTROLLING
GRADE, TYP.
PROVIDE 150mm (6") GRANULAR DRAINAGE COURSE UNDER SLAB ON
#10@0.457m (#3@18") O.C. EACH WAY. LIGHT BROOM FINISH.
125mm (5") THICK CONCRETE SLAB ON GRADE, REINFORCED WITH
SCALE: 10.42mm=1.000m (1/8"=1’-0")
LEVEL 1 ELEV. 67.361m (ELEV. 221-0") - PARTIAL PLAN (NORTH)
221’-0" 67.361m
67.361m 221’-0"
67.361m 221’-0"
S
L O
P E
.0 m
S420
S420
MARK
TOP OF FOOTING ELEVATION SCHEDULE
(A)
(B)
(C)
(D)
(E)
(F)
(G)
(H)
(J)
(K)
199’-6"
201’-6"
202’-6"
203’-0"
205’-0"
206’-0"
207’-0"
(L)
(M)
(N)
(P)
(Q)
(R)
(S)
(T)
(U)
(V)
(W)
(X)
(Y)
(Z)
(AA)
(BB)
(CC)
(DD)
211’-0"
212’-0"
213’-6"
214’-0"
215’-0"
215’-6"
216’-0"
216’-6"
217’-0"
217’-6"
218’-0"
218’-6"
219’-6"
204’-0"
220’-0"
223’-0"
225’-6"
228’-0"
229’-6"
230’-6"
232’-6"
234’-6"(EE)
60.808m
61.417m
61.722m
61.874m
62.789m
63.094m
64.313m
64.618m
65.227m
65.532m
65.684m
65.837m
65.989m
66.142m
66.294m
66.446m
66.599m
66.904m
62.179m
67.056m
67.970m
68.732m
69.494m
69.952m
70.256m
70.866m
71.476m
ELEVATION
TOP OF FOOTING
ELEVATION
TOP OF FOOTING
65.075m
62.484m
198’-10"(FF) 60.604m
(GG) 68.123m 223’-6"
C
D
S418
F
S418
B
S418
A S418
E
S418
D
S418
G S418
C
68.351m
217’-10 1/2"
68.351m
217’-10 1/2"
68.351m
218’-0 1/2"
68.351m
218’-0 1/2"
.8 m .0 m
.0 m
65.293m
.3 m
214’-2 5/8"
TYP. THIS LEVEL
CTRD. OVER E/W GIRDERS
#13@0.406mx2.134m (#4@16"x7’-0")
67.361m 221’-0"
67.335m 220’-11"
221’-0" 67.361m 67.361m
221’-0"
SEE SHEET S121
FOR CONTINUATION
SEE SHEET S101
FOR CONTINUATION
PLAN NOTES:
251’ - 0"
250’ - 0"
76.504m
76.200m
SEE SHEET S113 FOR PLANTER WALL INFORMATION.8.
FOR MASONRY PARTITION WALL INFORMATION SEE R/S400. 7.
ELEVATIONS. SEE SHEET S305 FOR ELEVATOR WALL ELEVATIONS.
SEE SHEETS S300 THROUGH S303 FOR EXTERIOR AND INTERIOR WALL 6.
SEE SHEET S200 FOR CONCRETE COLUMN SCHEDULE.5.
SEE SHEET S200 FOR CONCRETE SLAB SCHEDULE.4.
SEE SHEET S210 THROUGH S213 FOR CONCRETE BEAM SCHEDULES.3.
SEE SHEET S400 THROUGH S403 FOR TYPICAL CONSTRUCTION DETAILS.2.
SURFACE.
DENOTES CHANGE IN ELEVATION AT TOP OF CONCRETE
DENOTES TOP OF SLAB ELEVATION (SPOT ELEVATION).
DENOTES TOP OF SLAB ELEVATION (GENERAL).1.
2’-6"
0.762m
15’-11"
4.851m
B S306
A S306
15 15
S421
Q
S423
A
INFORMATION.
SCHEDULE ON SHEET S212 (MB-1). SEE MEP PLANS FOR OPENING
FOR MISCELLANEOUS BEAMS AROUND OPENINGS IN FLOOR REFER TO 13.
DENOTES REINFORCED MASONRY WALL PARTITION.12.
SIDE OF STEP IN FOOTING.( D )
DENOTES SCHEDULED TOP OF FOOTING ELEVATION EACH ( B ) 11.
INFORMATION.
TOP OF FOOTING ELEVATION SCHEDULE FOR ADDITIONAL
DENOTES SCHEDULED TOP OF FOOTING ELEVATION. SEE ( B )10.
SEE TYPICAL DETAILS FOR INFORMATION.
C.J. DENOTES SAWN CONTROL JOINT OR FORMED CONSTRUCTION JOINT. 9.
THENCH DRAINS (ABALONE BROOD STOCK HOLDING ROOMS).
PROVIDE 12" THICK SLAB IN THIS ZONE TO ACCOMMODATE SHALLOW
DRAIN. SEE MEP PLANS FOR ADDITIONAL INFO. AND LOCATION.
4 SQUARE INDENTED AREA AROUND FLOOR DRAIN, SLOPE 1 1/2" DOWN TO
NORTH/SOUTH MASONRY WALLS CROSSING JOINT.
BETWEEN SLAB-ON-GRADE AND ELEVATED STRUCTURE, TYP.
PROVIDE VERTICAL CONTROL JOINT IN MASONRY WALL ABOVE JOINT
CRICKET.
THICKENED SLAB PER CONTROLLING SPOT ELEVATIONS TO CREATE
M/S400
THICKENED SLAB TO SUPPORT MASONRY WALL. SEE TYPICAL DETAIL
AS FILED AT THE COUNTY OF SAN DIEGO.
MONUMENTS NO. 685 AND NO. 666 PER RECORD OF SURVEY NO. 14492
ZONE 6 AS DETERMINED LOCALLY USING CITY OF SAN DIEGO CONTROL
OF COORDINATES IS THE CALIFORNIA COORDINATE SYSTEM 1983,
BY PROJECT DESIGN CONSULTANTS, DATED JUNE 30, 2008. THE BASIS
BASED ON PROPERTY AND TOPOGRAPHIC SURVEY PLAT DEVELOPED
LOCATION ON SITE. COORDINATES FOR HORIZONTAL CONTROL ARE
GEOMETRIC CONTROL COORDINATES FOR ESTABLISHING BUILDING
1 REVISIONS
12/23/2009
S201
G
S201
G
ELEV.=217’-2"
T.O. WALL
ELEV.=217’-2"
T.O. WALL
ELEV.=215’-2"
T.O. WALL
0207-3075
La Jolla, California 92037
8901 La Jolla Shores Drive
Project No
Date:
Sheet:
IMPLEMENTATION
INTENDED FOR CONSTRUCTION, RECORDING PURPOSES OR
IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE
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
U.S. Department of Commerce, NOAA
October 9, 2009
Project
Replacement
Laboratory
NOAA La Jolla
F: 858.751.1201
P: 858.751.1200
San Diego, CA 92123
9444 Farnham Street, Suite 300
MWH Americas, Inc.
Life Support System Consultant:
F: 816.842.8885
P: 816.842.8999
N. Kansas City, MO 64116
1907 Swift St.,Suite 204
Jeffrey L. Bruce & Co
Green Roof Consultant:
F: 619.232.0640
P: 619.232.4004
San Diego, CA 92103
3067 5th Avenue
Wimmer Yamada & Caughey
Landscape Architect:
F: 858.614.5001
P: 858.614.5000
San Diego, CA 92124
9755 Clairemont Mesa Blvd. #100
RBF Consulting Engineers
Civil Engineer:
F: 816.329.8602
P: 816.329.8600
Kansas City, MO 64108
2400 Pershing Road, Suite 400
TranSystems Corporation
Structural Engineer:
F: 858.712.8333
P: 858.712.8347
San Diego, CA 92123
8690 Balboa Avenue, Suite 200
HDR Architecture, Inc.
Specifications/Labs/Security:
F: 619.299.5513
P: 619.299.6690
San Diego, CA 92101
2265 India Street
Architects | Delawie Wilkes Rodrigues Barker
Associate Architect:
F: 816.931.9640
P: 816.931.6655
Kansas City, Missouri 64111
4041 Mill Street
Gould Evans Associates, LC
Architect of Record:
F: 816.358.2367
P: 816.358.1790
Raytown, MO 64133
9201 E. 63rd Street, Suite 100
Gibbens Drake Scott, Inc.
Prime Consultant - MEP FP Engineer:
NUM DATE DESCRIPTION
Final Construction Documents
/4 /2
M D
G
IL
L
IL
A N
D
:5
:5
P
M
G
K C
\0
\S tr u c tu ra l\ S -S -F
P -1
N .d g n
(N)
(D) (N)
(N)
-B
1-G6
1-G12
1-G18
1-G2
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
A -B
A
-B
-B
-B
-B
-B
-B
-B
1-G7
1-G13
1-G19
1-G2
1-G8
1-G14
1-G20
1-G2
-B
-B
1-G5
1-G11
1-G17
1-G1
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
1-G36
1-G36
1-G36
1-G36
-B
-B
-B
-B
1-G9 1-G10
-B
-B
-B
-B
-B
-B
-B
1-G3
-B
-B
-B
-B
-B
-B
-B
1-G39 1-G33
-B
-B
-B
-B
-B
-B
1-G37
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
1-G21
1-G15
1-G33
-B
1-G22
1-G16
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
1-G38
(R )F
-4
1-G4
1-G35
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
A
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
-B
1-B45
1-B45
MB-1
M B -1
MB-1
MB-1
MB-1
MB-1
MB-1
M B -1
M B -1
M B -1
M B -1
M B -1
6.5
Y5
W8
Y1
Y2
Y3
Y4
H
X1
GFEDCBA V1 V2 V4 W5 W4 W2 W1
Y4.5
Y6
/8
/8
/8
/1
/1
/1
19’-7"
1’-6"
3’-4 1 /2"
27’-10 1/16"
3’-0"
/1
30’-0"30’-0"36’-0"36’-0"36’-0"30’-0"15’-0"
10.0000°
.0
.3 m
.3 m
.3 m
.6 m
.6 m
.6 m
5.959m
0.457m
.1 m .1 m .1 m .1 m .5 m
9.144m4.572m 9.144m 9.144m10.973m 10.973m 10.973m
8.485 m
1.029 m
0.914 m
V1 V2 V4
.1 m
Gibbens Drake Scott, Inc.
Phone: (816) 358-1790
Raytown, Missouri 64133
9201 E. 63rd Street, Suite 100
H
101’-0"
/8
/4
E .Q
E .Q
E .Q
E .Q
E .Q
66’-11 1/2"
/1
10’-4 9/16"11’-11 1/4"
(T Y
P
(TYP.)
1’-10"
(TYP.)
1’-0"
(T Y
P
(TYP.)
2’-0"
S304
S343
S343
12’-7 1/4"E.Q.E.Q.E.Q.21’-5 1/4"
S343
S343
S343
S343
S343
S343
H
101’-0"
66’-11 1/2"
10’-4 9/16"11’-11 1/4"
S303
12’-7 1/4"E.Q.E.Q.E.Q.21’-5 1/4"
/8
/4
E .Q
E .Q
E .Q
E .Q
E .Q
S303S304
S304
S303
S303
S304
B BC
D
D
A
A
S304
A
S303
A
S304
D
S303
C
S303
D
S304
B S303
B
S304
A
S303
A
S304
D
S303
C
S303
D
S304
B S303
B
S303
A
S303
C
S303
D
S303
B
C
S304
C
S304
C
H
66’-11 1/2"
12’-7 1/4"E.Q.E.Q.E.Q.21’-5 1/4"
10’-4 9/16"11’-11 1/4"
/8
/4
E .Q
E .Q
E .Q
E .Q
E .Q
H
12’-7 1/4"E.Q.E.Q.E.Q.21’-5 1/4"
10’-4 9/16"11’-11 1/4"
/8
/4
E .Q
E .Q
E .Q
E .Q
E .Q
101’-0"
S343
S343
S343S340
S343
TYP.
S343
S340
S340
S343
6’-0"6’-1"
A
B
D
C
S343
10’-0"
S341
5’-1 5/8"
8’-7 1/4"1’-0"
101’-0"
3’-0"
S342
S342 S342
S342
S342
S342
W
X
T Y
P
A L L B
A Y
S U .N .O
6’-1 1/4"
S160
(T Y
P
(TYP.)
1’-2"
KEY NOTES:
/1
F
D
D
F
SIM.
F
D
F
D
SIM.
S343
G
B
SIM.
G
A
S343
B
C
SIM.
TYP.
B
H G
C
D
S343
G
A
S341
B S341
A
B
G
A J
G
B
H
"6
/1
66’-11 1/2"
NOTE:
199’-6"
CL. TRUSS
CL. PILASTER CL. PILASTER CL. PILASTER CL. PILASTER
C L P
IL
A S
T E
R C
L P
IL
A S
T E
R
CL. PILASTER CL. PILASTER
C L P
IL
A S
T E
R C
L P
IL
A S
T E
R
C L P
IL
A S
T E
R C
L P
IL
A S
T E
R
CL. PILASTERCL. PILASTER
CL. TANK
30.785m
20.409m
6.534m
3.639m 3.164m
1.565m
3.842m
.2 m
.5 m
.5 m
.3 m
0.610m
0.305m
0.356m
0.559m
.0 m
.2 m
.4 m
.6 m
TYP. @ MIDFACE
60.808m (199’-6")
TYP. @ CORNERS
60.808m (199’-6")
TYP. @ SUMP
(60.757m (199’-4")
TYP. @ MIDFACE
60.808m (199’-6")
TANK WALLS (TYP.)
0.508m (20") THICK
S340
F
T Y
P
0.203m
TYP.
8"
TYP.
1’-0" 0.305m
T Y
P
.3 m C L P
IL
A S
T E
R C
L P
IL
A S
T E
R
S340
F
.2 m
.4 m
.6 m
TANK WALLS (TYP.)
0.457m (18") THICK 212’-6" 64.770m
212’-6" 64.770m
218’-0"
66.446m
218’-0" 66.446m
212’-6" 64.770m
30.785m
20.409m
6.534m 3.842m
3.639m 3.164m
.3 m .3 m
.3 m
.1 m .9 m
.1 m
.1 m
1.829m1.854m
.8 m .2 m
S340
A
TYP.
SCALE: 10.42mm=1.000m (1/8"=1’-0")SCALE: 10.42mm=1.000m (1/8"=1’-0")
30.785m
20.409m
3.842m6.534m
3.639m 3.164m
30.785m
20.409m
3.842m6.534m
3.639m 3.164m
.2 m
.4 m
.6 m
.2 m
.4 m
.6 m
.1 m
3.048m 1.861m
3’-3" 3’-3" 0.991m 0.991m
4 SPACES @ 1.981m (6’-6") = 7.925m (26-’0")
2.623m 0.914m0.305m
SPOT ELEVATIONS DENOTE TOP OF CONCRETE SLAB
TYP. @ SIDES OF BLDG. U.N.O.
80.772m (265’-0")
TYP. @ CORNERS
(80.772m (265’-0")
.2 m T
Y P
S
P A
C E
S .5 m
TYP. @ THIS BEAM LINE
80.772m (265’-0")
TYP. @ THIS TRUSS
80.772m (265’-0")
TYP. @ DRAINS
80.721m (264’-10") 236’-0" 71.933m
236’-0" 71.933m
SCALE: 10.42mm=1.000m (1/8"=1’-0") SCALE: 10.42mm=1.000m (1/8"=1’-0")
15 15
11 11 11
11 11
11 11
2 3
9 3
FOR CRANES ON NORTH AND SOUTH SIDES OF BUILDING.
17.069m (56 FEET) ACROSS TANK BUILDING. CRANE MFR. TO PROVIDE RAILS
DOUBLE HOIST (5 TON EACH HOIST) CAPACITY. CRANE SHALL BE ABLE TO SPAN
BY KONE OR APPROVED EQUAL AND SHALL BE RATED AT 4.535 METRIC TONS
SINGLE GIRDER, TOP RUNNING CRANE. CRANE SHALL BE CXT TYPE AS MFRD.
DETAIL ON SHEET S343 FOR ADDITIONAL INFORMATION.
RAILS ON LONGITUDINAL SIDES OF TANK (SEE B/S341). REFER TO GANTRY
STEEL-FRAMED MOVABLE GANTRY (2 REQUIRED). GANTRIES TO RIDE ON
SHALL BE 2� VLI 20 GA DECK, GALVANIZED. T.O. STEEL=80.607m (264’-5 1/2") U.N.O.
TO DRAIN PER CONTROLLING SPOT ELEVATIONS ON PLAN. METAL ROOF DECK
INCLUDING SUPPORTING DECK, SHALL BE 0.165m (6 1/2"). SLOPE SLAB SURFACE
THICKNESS OF ROOF SLAB VARIES. MAXIMUM THICKNESS OF ROOF SLAB,
AS SUPPLIED BY MCNICHOLS OR APPROVED EQUAL), WITH GRIT FINISH.
(1�) DEEP MOLDED RECTANGULAR FIBERGLASS GRATING (MODEL MS R-100
LOWER LEVEL ACCESS OPENING. COVER ACCESS OPENING WITH 0.025m
GRIT FINISH.
(MODEL MS R-100 AS SUPPLIED BY MCNICHOLS OR APPROVED EQUAL), WITH
OPENING WITH 0.025m (1�) DEEP MOLDED RECTANGULAR FIBERGLASS GRATING
TANK SKIMMER STRUCTURE WITH ACCESS OPENING. COVER ACCESS
ADDITIONAL INFORMATION.
STAINLESS STEEL DELTA TRUSSES SPANNING TANK. SEE SHEET S341 FOR
RECEIVE SLIP RESISTANT PAINT COATING. COLOR-WHITE.
CAPABLE OF BEING RETRACTED FLUSH WITH PANEL SURFACE. ALL PANELS TO
TRUSS CHORDS AND TANK END WALLS SHALL HAVE TWO HANDLES PER SIDE,
6.096 sq.m (20 SF.) PANELS SPANNING BETWEEN TRUSS CHORDS OR BETWEEN
MAXIMUM PANEL SIZE BETWEEN TRUSS TOP CHORD SUPPORTS SHALL BE
(20�) TYPE AS MFRD. BY COOSA COMPOSITES OR APPROVED EQUAL.
SPANNING TANK. PANELS SHALL BE 0.051m (2�) THICK �NAUTICAL 0.508m
COMPOSITE, INSULATING PANEL SYSTEM TO BEAR ON DELTA TRUSSES
E .Q
.4 m
E .Q
21’-1" 6.426m
E.Q. 4 E.Q. 4E.Q. 4 21’-1" 6.426m
E.Q. 4
20 20 19 19
TRUSS RACK ’’C’’, SEE ELEVATION R/S341 FOR ADDITIONAL INFO.
TRUSS RACK ’’B’’, SEE ELEVATION R/S341 FOR ADDITIONAL INFO.
TRUSS RACK ’’A’’, SEE ELEVATION R/S341 FOR ADDITIONAL INFO.
CRANE RUNWAY BEAM.
(56 FEET) ACROSS TANK BUILDING.
SINGLE HOIST (5 TON) CAPACITY. CRANE SHALL BE ABLE TO SPAN 17.069m
BY KONE OR APPROVED EQUAL AND SHALL BE RATED AT 4.535 METRIC TONS
SINGLE GIRDER, TOP RUNNING CRANE. CRANE SHALL BE CXT TYPE AS MFRD.
0.610m (2 FT.) SQUARE ACRYLIC VIEWING WINDOW. SEE H/S343 FOR ADDITIONAL
DETAIL K/S343.
PERIMETER RAILING SYSTEM. TYPICAL AROUND ALL SIDES OF TANK. SEE
VENT DUCT OPENING IN WALL BELOW.
HEAVY DUTY FLOOR DOOR.
0.914m (3 FT.) SQUARE ACRYLIC VIEWING WINDOW. SEE H/S343 FOR ADDITIONAL
MCNICHOLS OR APPROVED EQUAL).
STRINGERS WITH FIBERGLASS TREADS (MODEL MS T-5020-T AS MFRD. BY
ACCESS STAIR. STRUCTURE TO BE C 12 X 20.7 HOT DIPPED GALVANIZED
AROUND TANK.
HOT-DIPPED GALVANIZED STEEL, MODULAR REMOVABLE RAIL SYSTEM
0.610m (2 FT.) DIAMETER SUMP PIT. SEE PLUMBING DRAWINGS FOR ADDITIONAL
FRAMING PLANS
TECHNOLOGY TANK
FRAMING PLAN - TECHNOLOGY TANK ELEV. 81.077m (ELEV. 266’-0")FRAMING PLAN - TECHNOLOGY TANK ELEV. 71.933m (ELEV. 236’-0")
FRAMING PLAN - TECHNOLOGY TANK ELEV. 60.808m (ELEV. 199’-6") FRAMING PLAN - TECHNOLOGY TANK ELEV. 64.770m/66.446m (ELEV. 212-6"/218’-0")
5’-0" 1.524m
21 21
S342
J
S342
B
S422
A
TYP.
S422
A
TYP.
SEE MECH’L DWGS.
VENT OPENING
S343
C
SIM.
S343
C
SIM.
SEE MECH’L DWGS.
VENT OPENING
S340
H
SIM.
23 TYP.
S340
C
SIM.
PILASTER CORNERS, ALL LEVELS
2 #13 x 0.610m (#4 x 2’-0"), TYP. @
23 TYP.
TYP.
S343
B
SIM.
INFORMATION.
TO FRAMING PLAN C AND ACOUSTIC TANK DETAILS FOR ADDITIONAL
TANK. RAILING INSERTS SHALL BE INCLUDED IN BASE BID. REFER
INSULATING PANEL SYSTEM AND STEEL RAILING SYSTEM AROUND
TRUSSES SPANNING TANK AND SUPPORT TUBES, COMPOSITE
OPTIONAL BID NO. #3- ON THIS SHEET INCLUDE GANTRIES, DELTA
S340
M
CORNERS, TYP.
EXTENDING FROM TANK
0.406m (16") WIDE BEAM
9’-8 5/8" 2.962m
S343
E
TYP.
TYP.
SUBSTANTIAL COMPLETION.
DEFECTS AND WORKMANSHIP FOR 2 YEARS AFTER THE DATE OF PROJECT
EQUIVALENT. CRANES AND ALL COMPONENTS, SHALL BE FREE FROM
IN ALL RESPECT TO THE MODELS LISTED ON THE PLANS OR APPROVED
WARRANTY: CONTRACTOR SHALL WARRANT THAT ALL CRANES CONFORM
REINF. BEAM PER D/S340.
SECTION PER C/S343, TYP.
REINF. LOWER 5’-0" OF BEAM DEPTH PER D/S340. REINF. UPPER WALL
DETAILS FOR SPECIAL REINF.
& BOTTM, #13 @ 0.305m (#4 @ 12") LONG TOP & BOTTOM U.N.O. ON
0.305m (12") THICK SLAB, REINF. W/ #16 @ 0.229m (#5 @ 9") TRANS. TOP
DEPRESS TOP REINF. IN BEAM TO AVOID RAIL DEPRESSION.
BARS 2’-6" BEYOND BEAMS EXTENDING FROM TANK CORNERS.
& BOTTOM, #13 @ 0.305m (#4 @ 12") LONG. TOP & BOTTOM. EXTEND LONG
203mm (8") THICK SLAB REINF. WITH #16 @ 0.229m (#5 @ 9") TRANS TOP
REINFORCE W/ #22 @ 0.305m (#6 @ 12") EACH WAY TOP AND BOTTOM.
0.914M (3’-0") THICK CAST-IN-PLACE CONCRETE MAT FOUNDATION,
OVERHEAD CRANES AND GANTRIES
QUALITY ASSURANCE:
(3)
(2)
(1)
NECESSARY TO KEEP UNITS STABLE ON RAILS DURING A DESIGN SEISMIC EVENT.
HOLD-DOWNS OR OTHER DEVICES PER LOCAL CODE REQUIREMENTS AND OR
TO MEET ALL SITE SPECIFIC SEISMIC SAFETY REQUIREMENTS FOR CLIPS,
OVERHEAD CRANES AND GANTRY CONNECTION TO RAILS SHALL BE DESIGNED
CHOSEN FOR INSTALLATION.
CRANE RAILS AND GIRDERS BASED ON DESIGN LOADS OF ACTUAL UNITS
CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN OF OVERHEAD
AND ALL ASSOCIATED EQUIPMENT.
CRANES AND GANTRIES. SUBMITTALS SHALL INCLUDE CLIPS, HOLD-DOWN,
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALL
1 12/23/2009 REVISIONS
0207-3075
La Jolla, California 92037
8901 La Jolla Shores Drive
Project No
Date:
Sheet:
IMPLEMENTATION
INTENDED FOR CONSTRUCTION, RECORDING PURPOSES OR
IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE
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
U.S. Department of Commerce, NOAA
October 9, 2009
Project
Replacement
Laboratory
NOAA La Jolla
F: 858.751.1201
P: 858.751.1200
San Diego, CA 92123
9444 Farnham Street, Suite 300
MWH Americas, Inc.
Life Support System Consultant:
F: 816.842.8885
P: 816.842.8999
N. Kansas City, MO 64116
1907 Swift St.,Suite 204
Jeffrey L. Bruce & Co
Green Roof Consultant:
F: 619.232.0640
P: 619.232.4004
San Diego, CA 92103
3067 5th Avenue
Wimmer Yamada & Caughey
Landscape Architect:
F: 858.614.5001
P: 858.614.5000
San Diego, CA 92124
9755 Clairemont Mesa Blvd. #100
RBF Consulting Engineers
Civil Engineer:
F: 816.329.8602
P: 816.329.8600
Kansas City, MO 64108
2400 Pershing Road, Suite 400
TranSystems Corporation
Structural Engineer:
F: 858.712.8333
P: 858.712.8347
San Diego, CA 92123
8690 Balboa Avenue, Suite 200
HDR Architecture, Inc.
Specifications/Labs/Security:
F: 619.299.5513
P: 619.299.6690
San Diego, CA 92101
2265 India Street
Architects | Delawie Wilkes Rodrigues Barker
Associate Architect:
F: 816.931.9640
P: 816.931.6655
Kansas City, Missouri 64111
4041 Mill Street
Gould Evans Associates, LC
Architect of Record:
F: 816.358.2367
P: 816.358.1790
Raytown, MO 64133
9201 E. 63rd Street, Suite 100
Gibbens Drake Scott, Inc.
Prime Consultant - MEP FP Engineer:
NUM DATE DESCRIPTION
Final Construction Documents
/4 /2
M D
G
IL
L
IL
A N
D
:5
:3
P
M
G
K C
\0
\S tr u c tu ra l\ S -S -F
P -A
T .d g n
Gibbens Drake Scott, Inc.
Phone: (816) 358-1790
Raytown, Missouri 64133
9201 E. 63rd Street, Suite 100
AND SCHEDULE
TYPICAL DETAILS
S201
2" 2"
EQ.EQ.
E Q
E Q
H
B
2"2
2"
H
B
A
TYPICAL DETAIL
SCALE: NO SCALE
2"2
2"
B
E Q
E Q
H
2"2
2"
B
E Q
E Q
E Q
H
NAME
EB-1
EB-2
EB-3
EB-4
EMBED PLATE SCHEDULE
TYPE
B H t STUDS
0.305m (12")
0.508m (20")
0.305m (12")
0.305m (12")
0.305m (12")
0.508m (20")
0.711m (28")
0.508m (20")
0.019m (3/4")
0.019m (3/4")
0.019m (3/4")
0.019m (3/4")
(3/4" x 6")
0.019m x 0.152m
(3/4" x 6")
0.019m x 0.152m
(3/4" x 6")
0.019m x 0.152m
(3/4" x 6")
0.019m x 0.152m
0.051m0.051m
.0 m .0 m
.0 m .0 m
.0 m .0 m
.0 m .0 m 0.051m 0.051m
0.051m 0.051m
0.051m 0.051m
EMBED PLATES
TYPE 1 TYPE 2 TYPE 3
TYPE 4
2"
H
2"
EQ.EQ.EQ.
B
0.051m 0.051m
.0 m .0 m
TYPE 5
2"
2"
H
EQ.EQ.
B
0.051m 0.051m
.0 m .0 m
NOTES
EB-5 1 0.305m (12") 0.305m (12") 0.019m (3/4") (3/4" x 8")
0.019m x 0.203m
TYPE 6
EB-6 5 0.711m (28") 0.356m (14") 0.013m (1/2") (3/4" x 6")
0.019m x 0.152m
EB-7 1 0.254m (10") 0.254m (10") 0.013m (1/2") (3/4" x 6")
0.019m x 0.152m
EB-8 6 0.508m (20") 0.406m (16") 0.019m (3/4") (3/4" x 8")
0.019m x 0.203m
EB-9 1 0.203m (8") 0.508m (20") 0.013m (1/2") (3/4" x 6")
0.019m x 0.152m
1 0.559m (22") 0.152m (6") 0.013m (1/2") (1/2" x 6")
0.013m x 0.152m
1 0.203m (8") 0.203m (8") 0.001m (3/8") (3/4" x 5")
0.019m x 0.127m
STUD SPACING
0.406m (1’-4") VERT.
EB-10
0.356m (14") HORIZ. SPACING
0.076m (3") VERT. SPACING;
EB-11
SPACING EA. WAY
0.127m (5") STUD
2’-4" 6" 8"
ELEV.=SEE PLAN
T.O. CONC.
264’-0"
B SCALE: 62.50mm=1.000m (3/4"=1’-0")
.3 m
80.467m
.3 m
0.711m 0.153m 0.203m
A1/4
SLAB PER PLAN
SEE PLAN FOR BEAM INFO., TYP.
PER LANDSCAPING
GREEN ROOF
L5x5x5/16 CONT.
C
SECTION
SCALE: 62.50mm=1.000m (3/4"=1’-0")
1/2
1/2
PL 1/2" x 1/4" x 1’-0"
CAP PL 1/2" x 8" x 1’-1"
PER LANDSCAPING
GREEN ROOF
SEE PLAN FOR BEAM INFO., TYP.
ANGLE CONNECTION
ALL BOLTED DOUBLE
FOR TUBE
SEE PLAN
REINFORCEMENT DETAILS
REFER E/S413 FOR
ANGLE CONNECTION
ALL BOLTED DOUBLE
SECTION
1/2
1/2
1/4
1/4
2’-4" 6" 8"
ELEV.=SEE PLAN
T.O. CONC.
264’-0"
.3 m
80.467m
.3 m
0.711m 0.153m 0.203m
A1/4
SLAB PER PLAN
SEE PLAN FOR BEAM INFO., TYP.
PER LANDSCAPING
GREEN ROOF
L5x5x5/16 CONT.
1/2
1/2
PL 1/2" x 1/4" x 1’-0"
PER LANDSCAPING
GREEN ROOF
SEE PLAN FOR BEAM INFO., TYP.
FOR TUBE
SEE PLAN
REINFORCEMENT DETAILS
REFER E/S413 FOR
ANGLE CONNECTION
ALL BOLTED DOUBLE
SCHEDULE S320
REFER TO
BEAM INFO., TYP.
SEE PLAN FOR
1/4 HSS 3" x 3" x 1/4"
CAP PL 1/2" x 4" X 0’-4"
1/4" THICK STIFFENER BOTH SIDES
BASE PL 1/2" x 4" x 0’-4"
8"
267’-0"
81.382m
6" 0.152m
3/16 A
TYP.
(#5 @ 12) EACH FACE
#16 @ 0.305m
PER LANSCAPING
GREEN ROOF
SLAB PER PLAN
BEAM PER PLAN
BEAM PER PLAN
L 5 x 5 x 5/16 CONT.
L 5 x 5 x 5/16 CONT.
SLAB PER PLAN
RE: ARCH.
PAVERS
(#4 @ 12) EACH FACE
#13 @ 0.305m
0.203m
C COLUMNL
/8
C COLUMNL
PER PLAN
COLUMN
BEAM PER PLAN
(3) 19mm (3/4") Ø A325 BOLTS, TYP.
COPE BEAM FLANGE AT CONNECTION
PL 3/8 x 10 x 1’-0"
1/4
.3 m
T.O. STL. = T.O. STL. PER PLAN MINUS 50mm (2")
HSS PER PLAN
D
SECTION
SCALE: 62.50mm=1.000m (3/4"=1’-0") E
SECTION
SCALE: 62.50mm=1.000m (3/4"=1’-0")
PL 1/2" x 4" x 0’-9" SHEAR TAB
REVISIONS12/23/091
F SCALE: 62.50mm=1.000m (3/4"=1’-0")
SECTION
0.153m
A P P
R O
X
C O
V E
R
ELEV.=PER G/S423
T.O. RET. WALL
SOIL NAIL
FOR T.O. RAIL WALL ELEV.
SEE G/S423
@ 10’-0" O.C.
CONTROL JOINTS IN WALL
PROVIDE FORM VERTICAL
NOTE:
EXTERIOR FACE OF WALL
BOARD FORMED
2%, FULL HEIGHT
BATTER WALL FACE
"HORIZONTAL CONTROL PLAN"
COORDIANTES PER SHEET C700,
PER NORTHING/EASTING
CONTROLLING FACE OF WALL
1 1/2" 3 /4
(#5 @ 12") VERT.
#16 @ 0.305m
0.101m
6"
.9 m
.3 m
(SHOTCRETE LAYER)
4" MIN.
A B
O V
E T
H
IS
P
O
IN
T B
O A
R D F
O R
M E
D W
A L L
(#4 @ 12") #13 @ 0.305m
G
SECTION
SCALE: 62.50mm=1.000m (3/4"=1’-0")
LEVEL 1
8"
8"
EA. WAY MID DEPTH
#16@0.305m (#5@12)
0.762m (30") #13@0.305m (#4@12)
EA. WAY MID DEPTH
#16@0.305m (#5@12)
0.610m (2’-0") #13@0.305m (#4@12)
@ 10’-0" O.C.
CONTROL JOINTS IN WALL
PROVIDE FORM VERTICAL
NOTE:
.6 m
FOOTING WF-3
SCHEDULED
WATERPROOFING SEE ARCH’L.
RECESS FOR SHEET
SEE ARCH’L.
WATERLINE
EA. WAY MID DEPTH
#13@0.305m (#4@12)
.2 m .2 m
.2 m
0.203m
.1 m .1 m
.0 m
ADDITIONAL INFO.
SEE SECTION D/S420 FOR
NOTE:
1’-0" 1’-0" 0.305m 0.305m
SCHEDULE
REINF. PER BEAM
SCHEDULE
REINF. PER BEAM
TOP & BOTT. W/ STD. HOOK
#19@0.305m (#6@12)
SLAB PER PLAN SLAB PER PLAN
W E
L E
V
M F
G
R E
Q U
IR
E M
E N
T S
.2 m C
O N
T R
A C
T O
R T
O V
E R
IF
Y
BEAMS, TYP.
FACE OF SCHEDULED
LEVEL 1
.3 m
ELEVATION
WALL PER
ELEVATION
WALL PER
H
SECTION
SCALE: 62.50mm=1.000m (3/4"=1’-0")
Y4 2
REVISIONS01/05/102
0207-3075
La Jolla, California 92037
8901 La Jolla Shores Drive
Project No
Date:
Sheet:
IMPLEMENTATION
INTENDED FOR CONSTRUCTION, RECORDING PURPOSES OR
IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE
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
U.S. Department of Commerce, NOAA
October 9, 2009
Project
Replacement
Laboratory
NOAA La Jolla
F: 858.751.1201
P: 858.751.1200
San Diego, CA 92123
9444 Farnham Street, Suite 300
MWH Americas, Inc.
Life Support System Consultant:
F: 816.842.8885
P: 816.842.8999
N. Kansas City, MO 64116
1907 Swift St.,Suite 204
Jeffrey L. Bruce & Co
Green Roof Consultant:
F: 619.232.0640
P: 619.232.4004
San Diego, CA 92103
3067 5th Avenue
Wimmer Yamada & Caughey
Landscape Architect:
F: 858.614.5001
P: 858.614.5000
San Diego, CA 92124
9755 Clairemont Mesa Blvd. #100
RBF Consulting Engineers
Civil Engineer:
F: 816.329.8602
P: 816.329.8600
Kansas City, MO 64108
2400 Pershing Road, Suite 400
TranSystems Corporation
Structural Engineer:
F: 858.712.8333
P: 858.712.8347
San Diego, CA 92123
8690 Balboa Avenue, Suite 200
HDR Architecture, Inc.
Specifications/Labs/Security:
F: 619.299.5513
P: 619.299.6690
San Diego, CA 92101
2265 India Street
Architects | Delawie Wilkes Rodrigues Barker
Associate Architect:
F: 816.931.9640
P: 816.931.6655
Kansas City, Missouri 64111
4041 Mill Street
Gould Evans Associates, LC
Architect of Record:
F: 816.358.2367
P: 816.358.1790
Raytown, MO 64133
9201 E. 63rd Street, Suite 100
Gibbens Drake Scott, Inc.
Prime Consultant - MEP FP Engineer:
NUM DATE DESCRIPTION
Final Construction Documents
/5 /2 m tw in e g a r
:5
:5
P
M
G
K C
\0
\S tr u c tu ra l\ S -S -D
T .d g n
Gibbens Drake Scott, Inc.
Phone: (816) 358-1790
Raytown, Missouri 64133
9201 E. 63rd Street, Suite 100
S420
DETAILS
3" EXP. JT.
STYROFOAM FILLER TO REMAIN)
(VOID SPACE; NO FORM WORK OR
ELEV.=SEE PLAN
T.O. SLAB
A
SECTION
216’-0"
36"
B
SECTION
14"
14"
216’-6"
C
SECTION
216’-6"
14"
D
SECTION
1’-10"
TYP.
2 SIDES,
TYP.
3 SIDES, TYP.
F
SECTION
S420
H
G
SECTION
H
SECTION
10"
TYP.
J
SECTION
CIP CORBEL
K
K
SECTION
M
3"
7"3"
4"
L CONNECTIONC
L
DETAIL
M
SECTION
TYP. TYP.
TYP.
N
SECTION
Q
2"
2"
6"
P
SECTION
2’-0"
C O
P E
EA. SIDE
Q
SECTION
SCHED. WALL, TYP.
SCHED. SLAB
WALL BEYOND
SCHED. BEAM
SCHED. PEDESTAL BEYOND
TANK AREA
ACOUSTIC
PER ELEVATION
CIP WALL
SCHED.
SLAB PER
GRANULAR FILL
RE: ARCH.
WATER FEATURE
& ARCH.
RE: CIVIL
PAVING
EXTERIOR
PER ELEVATION
CIP WALL
RE: ARCH.
FEATURE
WATER
RE: ARCH.
STOREFRONT
RE: ARCH.
STUD WALL
BEAM INFO., TYP.
SEE PLAN FOR
PER ARCH.
CEILING
C 5 x 9 @ EACH WT
PER PLAN
METAL DECK
PER ARCH.
ROOFING
BEAM INFO.
SEE PLAN FOR
PER ELEVATION
CIP WALL
WALL BEYOND
LINE OF
PER ARCH.
ROOFING
PER PLAN
METAL DECK
PER PLAN
SLAB
EMBED PL BEYOND
PER ELEVATION
CONC. WALL
EB -4
BEAM INFO.
SEE PLAN FOR
CONT.16
5L 5 x 5 x
BEAM INFO., TYP.
SEE PLAN FOR
BTWN EACH BEAM
C 6 x 8.2
EQUAL
TOP OR APPROVED
PL) SLIDE BRG.
6 x 6 (7" x 7" BACKUP
O9CSA 13CS 50L
CON-SERV
EQUAL
BOTTOM OR APROVED
SLIDE BRG.
3 x 3 (4" x 4" BACKUP PL)
O9CSA 13CS 50L
CONSERVE
1L 4 x 4 x
SLAB PER PLAN
BEAM INFO.
SEE PLAN FOR
C6
SLIDE BRG.
WT 8
GROUT PAD
BEAM INFO.
SEE PLAN FOR
PER ELEVATIONS
SHEAR WALL
PER TYPICAL DTLS. (N=4)
DOUBLE CONNECTION
SLAB PER PLAN
" Ø A325 BOLTS4
1(4) 1
ELEVATION
WALL PER
WT 6 x 25 x 0’-8"
SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0")
SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0")
SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0") SCALE: 62.50mm=1.000m (3/4"=1’-0")SCALE: 250.00mm=1.000m (3"=1’-0") SCALE: 250.00mm=1.000m (3"=1’-0")
76mm
.6 m
0.915m
8’-0"
2.440m
.6 m .2 m
0.356m
.1 m
.5 m
0.356m
0.356m
.6 m
0.254m
.2 m .2 m
.7 m
.6 m
M
IN
.1 m
.1 m m m
.3 m
.1 m
.4 m
0.559m
0.178m76mm
0.102m
76mm m m 5 m m
.1 m .1 m
.4 m
BEAM INFO.
SEE PLAN FOR
51mm
51mm
.1 m
.1 m
.1 m
0.153m m m
0.610m
65.839m
.6 m
65.999m
65.999m
BEAM INFO.
SEE PLAN FOR
SLAB PER PLAN
5’-0"
1.524m
.6 m
2VLI 20 DECK
PER PLAN
LEVEL 1
PER PLAN
LEVEL 1
PL A
PL XX
PL Y
PL X
"2 1WT 8 x 18 x 1’-5
PL A
PL4
CONT.
PL 3/8 x 3
C
C
PL R
PL W
PL S
FOR FULL BRG.
SHIM AS REQ’D
E
DWL. "C" @ 0.305m (1’-0") O.C. 4 #29 (#9)
6 #32 (#10)
(#4 @ 10) E.W. EA. FACE
#13 @ 0.254m
(#4 @ 12) HORZ.
#13 @ 0.305m
(#6 @ 8) VERT.
#19 @ 0.203m
WALL VERT. REINF.
SPACING TO MATCH
#13 (#4)
2 #25 (#8) CONT.
DWLS. @ 0.254m (10")
#13 (#4) FORMSAVER
& BOTT.
CONT. TOP
2 #13 (#4)
#10 (#3) TIES @ 0.305m (12")
(#4 @ 6") O.C.
#13 @ 0.153m
@ 1.524m (5’-0") O.C.
WT 8 x 18 x 1’-0" 25mm (1") GROUT PAD
@ 76mm (3") O.C.
4 LEG #13 (#4) TIES
4 #22 @ 0.153m (#7 @ 6")
#16 (#5) CONT.
4 #16 @ 0.153m (#5 @ 6")
FACE
CONT. EACH
3 #19 (#6)
" Ø 8" HSA @ 0.153m (6)4
PL DDD CONT. WITH
#13 (#4) @ 0.102m (4")
25mm (1") GROUT PAD
@ 0.254m (10")
#32 (#4) STIRRUPS
#13 (#4) DWLS. @ 0.203m (8")
(#4 @ 10") E.W. EA. FACE
#13 @ 0.254m
#13 (#4) DWLS. @ 0.203m (8")
(#4 @ 21") HORZ.
#13 @ 0.533m
(#6 @ 8") VERT.
#19 @ 0.203m
LENGTH AND PITCH.
REFERENCE SHEET S201 FOR WELD SIZE METRIC EQUIVALENTS AND SCHEDULED WELD
REFERENCE SHEET S201 FOR SCHEDULED STEEL PLATES, EMBED PLATES & BENT PLATES.
REFERENCE SHEET S130, S140 & S150 FOR SCHEDULE OF SI EQUIVALENT STEEL SHAPES.
NOTE:
5/16 1/4
5/16
3/16
3/16
1/4
1/4
1/4
1/4
0.610m (2’-0" EMBED)
F1554 ANCHOR RODS
WITH (2) 3/4" Ø
PL FF
1/4
1/4
1/4
5/16 1/4
1/4
3/16
3/16
3/16
3/16
1/4
1/4
3/16
@ EA. WT
L 2 1/2x2 1/2x3/16
L3x3x1/4 @ EA. CHANNEL
L4x4x1/4x1’-4"
(2) 12mm (1/2") EXPANSION ANCHOR
L3x3x1/4x0’-3" NS & FS
HSS5x5x3/16 CONT.
ANCHOR BOLTS
F1554 GR 36
(2) 3/4" Ø
/2
PL5/16x20
DEPTH STIFFENER
PL3/8" FULL
FOOT
SLAB 1/8" PER
SLOPE TOP OF
L 3 x 3 x 1/4 CONT.
8"
PL Q
0.203m
PER PLAN
T.O. CONC.
SLAB PER PLAN
BEAM PER PLAN
DOUBLE CONNECTION PER TYP. DTLS.
5/16
5/8" RETURN TOP, TYP.
PER PLAN
EMBED PL
ELEVATIONS
WALL PER
SECTION
SCALE: 62.50mm=1.000m (3/4"=1’-0")
FILL
GRANULAR
1 12/23/2009 REVISIONS
FOR ADDITIONAL INFO.
SEE SECTION G/S201
NOTE:
0207-3075
La Jolla, California 92037
8901 La Jolla Shores Drive
Project No
Date:
Sheet:
IMPLEMENTATION
INTENDED FOR CONSTRUCTION, RECORDING PURPOSES OR
IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS NOT
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE
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
U.S. Department of Commerce, NOAA
October 9, 2009
Project
Replacement
Laboratory
NOAA La Jolla
F: 858.751.1201
P: 858.751.1200
San Diego, CA 92123
9444 Farnham Street, Suite 300
MWH Americas, Inc.
Life Support System Consultant:
F: 816.842.8885
P: 816.842.8999
N. Kansas City, MO 64116
1907 Swift St.,Suite 204
Jeffrey L. Bruce & Co
Green Roof Consultant:
F: 619.232.0640
P: 619.232.4004
San Diego, CA 92103
3067 5th Avenue
Wimmer Yamada & Caughey
Landscape Architect:
F: 858.614.5001
P: 858.614.5000
San Diego, CA 92124
9755 Clairemont Mesa Blvd. #100
RBF Consulting Engineers
Civil Engineer:
F: 816.329.8602
P: 816.329.8600
Kansas City, MO 64108
2400 Pershing Road, Suite 400
TranSystems Corporation
Structural Engineer:
F: 858.712.8333
P: 858.712.8347
San Diego, CA 92123
8690 Balboa Avenue, Suite 200
HDR Architecture, Inc.
Specifications/Labs/Security:
F: 619.299.5513
P: 619.299.6690
San Diego, CA 92101
2265 India Street
Architects | Delawie Wilkes Rodrigues Barker
Associate Architect:
F: 816.931.9640
P: 816.931.6655
Kansas City, Missouri 64111
4041 Mill Street
Gould Evans Associates, LC
Architect of Record:
F: 816.358.2367
P: 816.358.1790
Raytown, MO 64133
9201 E. 63rd Street, Suite 100
Gibbens Drake Scott, Inc.
Prime Consultant - MEP FP Engineer:
NUM DATE DESCRIPTION
Final Construction Documents
/4 /2
M D
G
IL
L
IL
A N
D
:5
:4
P
M
G
K C
\0
\S tr u c tu ra l\ S -S -D
T .D
G N
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
/4
/2
:2
:0
A
M
A031
FINISH SCHEDULE
0207-3075
October 9, 2009
NOAA La Jolla Laboratory Replacement Project
Final Construction Documents
FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR
FINISH
WALL
BASE WALL FINISH ROOM
SIGNAGE COMMENTSFINISH NORTH EAST SOUTH WEST
362 COMPUTER COAST WATCH C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
363 SCIENTIST II CONTRACT C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
364 I.T. SPEC. C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
365 SUPVR. I.T. SPEC. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
366 INTERPRET. LAB OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
367 RESEARCH OCEANOGR. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
368 RESEARCH FISH BIO. C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
369 SUPVR. OCEAN ACOUSTIC ENG. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
370 SUPVR. RESEARCH FISH BIO. C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
371 SUPVR. RESEARCH FISH BIO. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
372 TEAM CONFERENCE C-2 B-1 1B/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
373 DIVISION DIRECTOR C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
374 SUPVR. I.T. SPECIALIST C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
375 SUPVR. MOLECULAR GEN. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
376 OPTICAL COMPARITOR C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
377 SUPVR. ECONOMIST C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
378 SHARED OFFICE ECONOMIST C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
379 SHARED OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
380 SHARED OFFICE SCIENTIST C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
381 SHARED OFFICE SCIENTIST C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
382 SHARED OFFICE BIOTECH III C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
383A CORRIDOR C-1, C-3 B-2 4A,4B/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES, REFER TO
FINISH PLANS FOR FLOOR
PATTERNS
383B OPEN OFFICE C-1 B-2 P-1 P-1 P-1 P-1
383C OPEN OFFICE C-3 B-2 P-1 P-1 P-1 P-1 REFER TO FINISH PLANS FOR
FLOOR PATTERN
384 ANCIENT DNA RF-2 B-1 P-1 P-1 P-1 P-1 1B/ A020
385 PRD ACOUSTICS LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
386 TAXONOMY LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
387 FILM ARCHIVE RF-2 B-1 P-1 P-1 P-1 P-1 1B/ A020
388A I.D.C. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
388B ELEC CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
389 EEZ MAMMALS LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020
390 ECOSYSTEM/ OCEANOGRAPHIC LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020
391 MARINE MAMMAL STRANDING LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020
392 FREEZER STORAGE RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
393 PHOTOGRAMMETRY SUITE RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
394 POST PCR INSTRUMENTATION LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
395 POST PCR LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
396 PRE PCR LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
397 GENERAL LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
398 CHEMISTRY LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
399A CLEANROOM ANTEROOM RF-2 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020
399B CLEANROOM CLASS 100,000 RF-2 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO SPEC. SECT. 13034, CLEAN ROOM WALL SYSTEMS
399C CLEANROOM CLASS 10,000 RF-2 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO SPEC. SECT. 13034, CLEAN ROOM WALL SYSTEMS
399D CLEANROOM CLASS 100 RF-2 B-1 P-1 P-1 P-1 P-1 1B/ A020 REFER TO SPEC. SECT. 13034, CLEAN ROOM WALL SYSTEMS
399E COOLING TOWER
Level 4 - EL=266'
400A WOMEN'S RR. T-1 T-3 2A,3A /A020 REFER TO ELEVATIONS FOR
WALL FINISHES
400B MEN'S RR. T-1 T-3 2B, 3B A/020 REFER TO ELEVATIONS FOR
WALL FINISHES
400C ELEC. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
400D I.D.C. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
400E JANITOR CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
401 COPY/FILE C-1 B-1 P-1 P-1 P-1 P-1 1A/ A020
401A RECEPTION/WAITING C-2 B-2 1A,4B/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES
402 SC LIAISON C-3 B-1 P-2 P-1 P-1 P-1 1A/ A020
403 OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
404 CONF. ROOM C-1 B-3 1A/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
405 SCI & RES. DIR. SW REGION C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
406 PLANNING DIR. RES. FISH BIO. C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
407 DEPUTY DIRECTOR BIOLOGIST C-1 B-1 P-2 P-1 P-1 P-1 1B/ A020
408 ASST. CENTER DIRECTOR C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
409 ASST. CENTER DIRECTOR C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
410 TEAM CONFERENCE C-1 B-3 1B/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
411 OPEN OFFICE C-1, C-3 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
412 NOAA OPEN OFFICE C-1, C-3 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
413 FISHERY BIOLOGIST C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
414 NOAA LINE OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
415 NOAA LINE OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1B/ A020
416 NOAA LINE OFFICE C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
417 NOAA LINE OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
418 NOAA LINE OFFICE C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
419 NOAA LINE OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
420 NODC SW COAST LIAISON C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
421 NOAA OAR LIASION C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
422 PORT CAPT. OFFICE C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
423 SENIOR SCIENTIST C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
424 I.T.S. UNIX ADMIN C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
425 I.T.S. ENCRIPTION C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
426 I.T.S. WAN/FIREWALL C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
427 I.T.S. DATABASE/WEB C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
428 I.T.S. DESKTOP SEC. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
429 I.T.S. SHIPBOARD C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
430 I.T.S. DATA MNGMT. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
431 I.T.S. WEBMASTER C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
432 SUPVR. I.T.S. SPECIALIST C-1 B-1 P-1 P-1 P-1 P-2 1B/ A020
433 I.T.S. SPECIAL PROJECTS C-1 B-2 REFER TO FINISH PLANS FOR
WALL FINISHES
433A LAN/TELECO ROOM RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
433B I.T.S. STOR / STAGING RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
434 CORRIDOR C-1, C-2 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
435 OPEN OFFICE VISITING SCI. C-1, C-2 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
436 OPEN OFFICE C-1, C-2 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
437 SUPER. RESEARCH FISHERY BIOLOGIST C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
438 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
439 NOAA CORP OFFICER C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
440 SUPER. MATH. STATISTICIAN C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
441 SHARED OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1B/ A020
442 CORRIDOR C-1, C-2 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
442 OPEN OFFICE C-1 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
443 SUPVR. RESEARCH FISH. BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
444 FISH. BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
445 RESEARCH FISH. C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
446 RESEARCH FISH. BIOLOGIST C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
447 SCIENTIST (CONTRACT) C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
448 I.T. SPECIALIST C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
449 RESEARCH FISH. BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
450 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
451 SHARED OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
452 I.L. OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
453 SUPVR. RESEARCH FISH. BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
454 SUPER. RESEARCH FISH BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
455 OPEN OFFICE C-1, C-2 B-2 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
456A WOMEN'S RR. T-1 T-3 2A,3A /A020 REFER TO ELEVATIONS FOR
WALL FINISHES
456B MEN'S RR. T-1 T-3 2B, 3B A/020 REFER TO ELEVATIONS FOR
WALL FINISHES
456C ELEC. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
456D I.D.C. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
456E JAN. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
457 LUNCH ROOM RF-4 B-2 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
458 TEAM CONFERENCE C-2 B-2 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
459A I.D.C. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
459B ELEC. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
460 LAB DATA / SPECIMEN STORAGE E-1 E-2 E-2 E-2 E-2 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
461 ICHTHYO- PLANKTON LAB RF-1, RF-2, RF-3 B-2 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
462 SMALL PELAGICS RF-2, RF-3 B-2 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
463 LIFE HISTORY/ PHYSIOLOGY RF-2, RF-3 B-2 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
464 LARGE PELAGICS WET LAB RF-2, RF-3 B-2 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
465 LARGE PELAGICS DRY LAB RF-2, RF-3 B-2 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
466 PELAGICS COMPUTER WORKROOM RF-2, RF-3 B-2 P-1 P-1 P-1 P-1 1B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
467 CORRIDOR CT-2 B-2 4A,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN AND WALL
FINISHES
FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR
FINISH
WALL
BASE WALL FINISH ROOM
SIGNAGE COMMENTSFINISH NORTH EAST SOUTH WEST
246 FISH ECOLOGY LAB RF-1 B-2 P-1 P-1 P-1 P-1 1B/ A020
247 LUNCH ROOM RF-4 B-2 P-1 P-1 P-1 P-1 1B/ A020
248 OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
249 OFFICE C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
250 OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
251 OFFICE C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
252 OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
253 OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
254 OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
255 CONF. C-2 B-3 1A/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
256A CORRIDOR C-1, C-2, C3 B-2 P-1 P-1 P-1 P-1 4A,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
256B CORRIDOR C-1 B-2 P-1 P-1 P-1 P-1 4A,4B/ A020
256C OPEN OFFICE C-1 B-2 P-1 P-1 P-1 P-1
257 STAIR LOBBY CT-2 B-2 P-1 P-1 P-1 P-1 4A,4B/ A020
257A WOMEN'S RR. T-1 T-3 2A,3A /A020 REFER TO ELEVATIONS FOR
WALL FINISHES
257B MEN'S RR. T-1 T-3 2B, 3B A/020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
258 JANITOR RF-1 B-2 P-1 P-1 P-1 P-1 1B/ A020
259 I.D.C. SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
260 ELECTRICAL SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
261 IATTC EQUIP./DATA STORAGE SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
262 MARINE MAMMAL STOR. SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
263 LAB SPECIMEN DATA STORAGE SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
264 TECHNOLOGY TANK LAB E-1 E-2 E-2 E-2 E-2 1B/ A020
265 TECHNOLOGY TANK SUPPORT E-1 E-2 E-2 E-2 E-2 1B/ A020
266 OZONE ROOM E-1 E-2 E-2 E-2 E-2 1B/ A020
267 TECHNOLOGY TANK E-1 E-2 E-2 E-2 E-2 REFER TO SPECIFICATIONS
268 PARKING VC-1 REFER TO SPECIFICATIONS
Level 3 - EL=251'
300 MULTIPURPOSE ROOM C-4, CT-2 1A,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
300A STORAGE RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
300B STORAGE RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
301A WOMEN'S RR. T-1 T-3 2A,3A /A020 REFER TO ELEVATIONS FOR
WALL FINISHES
301B MEN'S RR. T-1 T-3 2B, 3B A/020 REFER TO ELEVATIONS FOR
WALL FINISHES
301C ELEC. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
301D I.D.C. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
301E JAN. RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
301F STOR. RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
302 TEAM CONF. ROOM C-2 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020
303 SUPVR. ZOOLOGIST TURTLES C-1 B-1 P-2 P-1 P-1 P-1 1B/ A020
304 SUPVR. RESEARCH FISH BIO/GEN C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
305 SUPVR. OPER. RESEARCH / EEZ C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
306 SUPVR. ECOL. C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
307 SUPVR. RES. FISH BIO. C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
308 DIVISION DIR. C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
309 ADMIN. ASST. C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
310 RESEARCH BIOLOGIST C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
311 SCIENTIST CONTRACTOR C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
312 TEAM CONF. ROOM C-2 B-1 1B,4B/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
313 OCEANOGRAPHY C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
314 ECOLOGIST C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
315 BIOTECH II C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
316 SHARED OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
317 I.T. SPECIALIST C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
318 RESEARCH FISH BIO. C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
319 SHARED OFFICE C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
320 SHARED OFFICE C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
321 SHARED OFFICE COMP. SPEC. C-1 B-1 P-1 P-1 P-1 P-2 1B/ A020
322 RESEARCH FISH BIO. GEN. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
323 RESEARCH FISH BIO. GEN. C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
324 SHARED OFFICE C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
325 SHARED OFFICE RESEARCH FISH BIO. C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
326 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
327 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
328 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
329 OPEN OFFICE C-1,C-2,C-3 B-2 REFER TO FINISH PLANS FOR
WALL FINISHES, REFER TO
FINISH PLANS FOR FLOOR
PATTERNS
329 OPEN OFFICE C-1,C-2,C-3 B-2 REFER TO FINISH PLANS FOR
WALL FINISHES, REFER TO
FINISH PLANS FOR FLOOR
PATTERNS
329 OPEN OFFICE C-1,C-2,C-3 B-2 REFER TO FINISH PLANS FOR
WALL FINISHES, REFER TO
FINISH PLANS FOR FLOOR
PATTERNS
329 OPEN OFFICE C-1,C-2,C-3 B-2 REFER TO FINISH PLANS FOR
WALL FINISHES, REFER TO
FINISH PLANS FOR FLOOR
PATTERNS
330B CORRIDOR CT-2 B-2 REFER TO ELEVATIONS FOR
WALL FINISHES
331 DIVISION DIRECTOR BIOLOGIST C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
332 RESEARCH NUC. GEN./ANALYSIS C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
333 RESEARCH NUC. GEN./ ANALYSIS C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
334 OPER. RESEARCH ANALYST C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
335 RESEARCH FISH BIO. C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
336 SCIENTIST II ANTARTIC C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
337 SHARED OFFICE RESEARCH FISH BIO/EEZ C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
338 OPER. RESEARCH ANALYST C-1 B-1 P-1 P-2 P-1 P-1 1A/ A020
339 OPER. RESEARCH ANALYST ETP C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
340 RESEARCH FISH BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
341 SENIOR BIOLOGIST C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
342 SENIOR BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
343 ASSISTANT SCIENTIST C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
344 RESEARCH FISH BIOLOGIST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
345 RESEARCH FISH BIOLOGIST C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
346 RESEARCH WILDLIFE BIO. C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
347 ECOLOGIST TURTLES C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
348 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
349 SHARED OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
350 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
351 SHARED OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
352 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
353 ASSISTANT C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
354 ANALYST C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
355A WOMEN'S RR. T-1 T-3 2A,3A /A020 REFER TO ELEVATIONS FOR
WALL FINISHES
355B MEN'S RR. T-1 T-3 2B, 3B A/020 REFER TO ELEVATIONS FOR
WALL FINISHES
355C ELEC. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
355D I.D.C. CT-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
355E JANITOR RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
356 WORKROOM C-2 B-1 P-1 P-1 P-1 P-1 1B/ A020
357 ROV VIDEO/OTOLITH LAB RF-3 B-1 P-1 P-1 P-1 P-1 1B/ A020
358 OCEANOGRAPHIC & ACOUSTIC LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
359 AERD STAGING DRY LAB RF-2, RF-3 B-1 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
360 AERD DRY LAB & CCAMLR ARCHIVE RF-2 B-1 P-1 P-1 P-1 P-1 1B/ A020
361 BIOLOGIST C-1 B-1 P-1 P-1 P-1 P-2 1A/ A020
FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR
FINISH
WALL
BASE WALL FINISH ROOM
SIGNAGE COMMENTSFINISH NORTH EAST SOUTH WEST
Not Placed
Level P - EL 208'
P01 STAIR LOBBY PC-1, R-1 B-2 4A/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
P01A ELEV. MACH. RM. SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
P02A STORAGE SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
P02C ELEV. MECH. RM. SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
P02D ELEV. MACH. RM. SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
P02E TECHNOLOGY TANK REFER TO SPECIFICATIONS
P04 MECH. EQUIPMENT ROOM SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
P05 PARKING VC-1 REFER TO SPECIFICATIONS
Level 1 - EL=221'
2 STAIR SC-1 REFER TO SPECIFICATIONS
100 LOBBY / EXHIBIT CT-1 B-2 N.I.C. REFER TO ELEVATIONS FOR
WALL FINISHES
100A RECEP. STORAGE RF-1 B-2 P-1 P-1 P-1 P-1 1B/ A020
100B R.R. T-1 2C,3C/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
100C STAIR LOBBY CT-1 B-2 P-1 P-1 P-1 P-1
100D FIRE COMMAND ROOM SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
101 STAIR LOBBY PC-1 B-2 P-1 P-1 P-1 P-1 4A/ A020
101A STORAGE SC-1 P-1 P-1 P-1 P-1 1B/ A020
102 PARKING VC-1 REFER TO SPECIFICATIONS
102B JAN. SUPPLIES SC-1 B-1 P-1 P-1 P-1 P-1 1A/ A020
102C GROUNDS STORAGE SC-1 B-1 P-1 P-1 P-1 P-1 1A/ A020
103 SEAGOING EQUIPMENT & GENERAL
STORAGE
SC-2 B-1 P-1 P-1 P-1 P-1 1B/ A020
104 AQUARIA E-1 E-2 E-2 E-2 E-2 1B,4B/ A020
104A AQUARIUM CUTTING E-1 E-2 E-2 E-2 E-2 1B/ A020
104B AQUARIUM FREEZER SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
104C RESEARCH FISH BIOLOGIST RF-1 B-1 P-1 P-2 P-1 P-1 1B/ A020
104D COLD/CONST. TEMP. ROOM SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
105 CORRIDOR E-1 E-2 E-2 E-2 E-2 4A,4B/ A020
105A ABALONE DRY LAB* E-1 E-2 E-2 E-2 E-2 1B/ A020
105B ABALONE WET LAB* E-1 E-2 E-2 E-2 E-2 1B/ A020
105C ABALONE BROOD STOCK HOLDING ROOM* E-1 E-2 E-2 E-2 E-2 1B/ A020
105D ABALONE BROOD STOCK HOLDING ROOM* E-1 E-2 E-2 E-2 E-2 1B/ A020
106 AST ACOUSTIC WET LAB E-1 E-2 E-2 E-2 E-2 1B,4B/ A020
107 SHARED ANTEROOM SC-2 B-1 P-1 P-1 P-1 P-1 1B/ A020
107A WOMEN RESTROOM T-1 T-3 2A,3A /A020 REFER TO ELEVATIONS FOR
WALL FINISHES
107B WOMEN LOCKERS T-1 T-3 1B/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
107C WOMEN SHOWER T-5 REFER TO ELEVATIONS FOR
WALL FINISHES
107D X-RAY RF-3 P-1 P-1 P-1 P-1 1B/ A020
108A MEN RESTROOM T-1 T-3 2B, 3B A/020 REFER TO ELEVATIONS FOR
WALL FINISHES
108B MEN LOCKERS T-1 T-3 1B/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
108C MEN SHOWER T-5 T-5 REFER TO ELEVATIONS FOR
WALL FINISHES
109 WOOD SHOP SC-1 P-1 P-1 P-1 P-1 1B,4B/ A020
110 MACHINE SHOP & WELDING SC-1 P-1 P-1 P-1 P-1 1B/ A020
111A COMPRESSOR RM SC-1 P-1 P-1 P-1 P-1 1B/ A020
111B ELECTRICAL RM SC-1 P-1 P-1 P-1 P-1 1B/ A020
112 CHILLER ROOM SC-1 P-1 P-1 P-1 P-1 1B/ A020
113 BOILER ROOM SC-1 P-1 P-1 P-1 P-1 1B/ A020
114 LARVAL FISH & SPECIMEN ARCHIVE E-1 E-2 E-2 E-2 E-2 1B,4B/ A020
115 AST ELECTRONICS LAB E-1 E-2 E-2 E-2 E-2 1B/ A020
116 SPECIMEN PREP/PROCEDURE E-1 E-2 E-2 E-2 E-2 1B/ A020
117 NECROPSY E-1 E-2 E-2 E-2 E-2 1B/ A020
117A NECROPSY STORAGE E-1 E-2 E-2 E-2 E-2 1B/ A020
118 BSL-2 LAB E-1 E-2 E-2 E-2 E-2 1B/ A020
119 NECROPSY FREEZER SC-1 P-1 P-1 P-1 P-1 1B/ A020
120 ANTEROOM THAWING SC-1 P-1 P-1 P-1 P-1 1B/ A020
121 THROUGH-PUT FREEZER SC-1 P-1 P-1 P-1 P-1 1B/ A020
122 AUV/ROV E-1 E-2 E-2 E-2 E-2 1B/ A020
123 3-PERSON SHARED OFFICE RF-1 P-1 P-1 P-1 P-2 1B/ A020
124 OFFICE RF-1 P-1 P-2 P-1 P-1 1B/ A020
125 I.D.C. SC-1 P-1 P-1 P-1 P-1 1B/ A020
126 CHEM. STOR. E-1 E-2 E-2 E-2 E-2 1B/ A020
127 CORRIDOR SC-2 P-1 P-1 P-1 P-1 4A,4B/ A020
128 TECHNOLOGY TANK E-1 E-2 E-2 E-2 E-2 REFER TO SPECIFICATIONS
129 TECHNOLOGY TANK SUPPORT E-1 E-2 E-2 E-2 E-2 1B/ A020
130 RECEIVING & LOADING AREA SC-2 P-1 P-1 P-1 P-1
130.1 ELECTRICAL ROOM SC-1 P-1 P-1 P-1 P-1 1B/ A020
130.3 ELEC. ROOM SC-1 P-1 P-1 P-1 P-1 1B/ A020
130.4 MPOE SC-1 P-1 P-1 P-1 P-1 1B/ A020
131 HAZMAT STORAGE SC-1 P-1 P-1 P-1 P-1 1B/ A020
132 TRASH ENCLOSURE SC-1 P-1 P-1 P-1 P-1
133 EMERGENCY GENERATOR SC-1 P-1 P-1 P-1 P-1 1B/ A020
346HH SHAFT N/A
_ MECH. SHAFT
Level 2 - EL=236'
200 CORRIDOR PC-1 B-2 4A/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES
200A WOMEN'S RR. T-1 T-3 2A,3A /A020 REFER TO ELEVATIONS FOR
WALL FINISHES
200B MEN'S RR. T-1 T-3 2B, 3B A/020 REFER TO ELEVATIONS FOR
WALL FINISHES
200C ELEC SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
200D I.D.C. SC-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
201 RECEPTION RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
201A COPY / MAIL RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
202 OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
203 OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
204 OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1A/ A020
205 OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1A/ A020
206 OFFICE C-1 B-1 P-2 P-1 P-1 P-1 1B/ A020
207 OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
208 SHARED OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
209 OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
210 OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
211 OFFICE C-1 B-1 P-1 P-1 P-2 P-1 1B/ A020
212 ADMIN. STOR. RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
213 LIBRARY C-1, C-2 B-2 P-1 P-1 P-1 P-1 1B,4B/ A020 REFER TO FINISH PLANS FOR
FLOOR PATTERN
213A SHARED OFFICE C-1 B-2 P-1 P-1 P-1 P-1 1B/ A020
213B-C SHARED OFFICE C-1 B-2 1A,4B/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES
213D WORK ROOM C-1 B-2 1A,4B/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES
213E GRAPHIC EQUIP. C-1 B-2 1A,4B/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES
213F LIBRARY MAPS C-1 B-2 1A,4B/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES
213G HIGH DENSITY STACKS C-1 B-2 1A,4B/ A020 REFER TO FINISH PLANS FOR
WALL FINISHES
213H CLOSET C-1 B-2 P-1 P-1 P-1 P-1 1B/ A020
214 STAIR LOBBY CT-1 B-2 P-1 P-1 P-1 P-1 4A/ A020
214A RECEPTION CT-1 B-2 P-1 P-1 P-1 P-1 1B/ A020 REFER TO ELEVATIONS FOR
WALL FINISHES
215 MAIL ROOM RF-1 B-1 P-1 P-1 P-1 P-1 1B/ A020
216 TEAM ROOM C-2 B-1 P-2, AP-1, LP-6 P-1 P-1 P-1 1A,4B/ A020 REFER TO ELEVATIONS FOR
WALL…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .