portfolio - athena roberts

• Athena D. Roberts • [email protected] • h (619) 684-5645 c (951) 660-9631 • 5720 Gaines St., Apt 24, San Diego, CA 92110 •


Primary project role/ responsibilities: Project Coordinator

• Programming with client and user• Created rendering for client & construction site board• Development and management of Revit model and specialty families throughout• Development and revisions of Construction Documents• Processed and revised construction submittals• Processed and responded to RFI’s during construction• Completed all LEED documentation for architectural and mechanical credits• Visited site for fi eld visits, meetings, and creation of fi eld notes• Completion of Record drawings for client

General Project Information:

Th is LEED Gold certifi ed project provided training space for MINEWARTRACEN of the United States Navy division through the construction of a new 19,312 sf laboratory/ classroom facility and new swimmer vehicle tank. Renovation of existing space in three buildings at Naval Base Point Loma were also completed as part of this project. Th e renovations included partition demolition and construction, interior fi nishes, air conditioning installation, HVAC renovations, electrical upgrades, communications systems and security upgrades. Martin Hall provided new building space for classrooms, laboratories, high-bay laboratories and a swimmer vehicle pool. Both existing and new spaces included new HVAC, fi re protection and alarm systems. Special features in Martin Hall included high capacity bridge crane structure, compressed air system, 400 Hz solar power system, anti-terrorism force protection measures, and special communication networks (SIPRNet, NIPRNet, and NMCI systems).

A.F.F.FIRST FLOOR

0

A.F.F.

HOOK HEIGHTCLEARANCE

7925

A.F.F.ACCESS FLOOR

-305

A.F.F.T.O.M.

5690

A.F.F.T.O. PARAPET

12700

FA B C D E

1 1 3

4

(18'-8")

(26'-0")

(41'-8")

(0'-0")

(-1'-0")

7TYP.

10TYP.

MINESWEEPING/ BMCLASSROOM

123 SLQ-48 CLASSROOM122

CORRIDOR142

SLQ-48 LAB121

MCC CIC LAB120

MCM CIC LAB119

CORRIDOR142 EQUIPMENT STORAGE

118

GENERAL STORAGE11713

15

TYP.

TYP.

17 TYP.

A.F.F.T.O. STEEL

11024(36'-2")

A.F.F.FIRST FLOOR

0

A.F.F.

HOOK HEIGHTCLEARANCE

7925

A.F.F.ACCESS FLOOR

-305

A.F.F.T.O.M.

5690

A.F.F.T.O. PARAPET

12700

FE G H I

5

6

(18'-8")

(26'-0")

(41'-8")

(0'-0")

(-1'-0")

8

9

7

HIGH BAY LAB101

SLMM LAB101A

16

22

17TYP.

18

A.F.F.T.O. STEEL

11024(36'-2")19

TYP.

20

21

A.F.F.FIRST FLOOR

0

A.F.F.T.O.M.

5690

1 2.1 2.4 3.2

ENTRY LOBBY140

CORRIDOR142

SLQ-48 CLASSROOM122

10

11 12

1314

7

TYP.

(18'-8")

TYP.

17TYP.

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

P-7

92 M

INE

WA

RTR

AC

EN

- N

EW

LA

B B

UIL

DIN

G

NAV

AL F

ACIL

ITIE

S EN

GIN

EER

ING

CO

MM

AND

~ N

AVFA

C S

OU

THW

EST

--

ARCHITECTS - ENGINEERS201 MISSION ST. SUITE 540SAN FRANCISCO, CA 94105

WILDMAN & MORRIS

100

% D

ESIG

N S

UBM

ITTA

L3/

26/2

00

8

NO

T FO

R C

ON

STR

UC

TIO

N10

0%

BA

CK

CH

ECK

SUB

MIT

TAL

4/30

/20

08

1 : 100

A13

BUIL

DIN

G S

ECTI

ONS

31

# KEYNOTES1 OPERABLE WALL PARTITION WITH

47 STC SOUND RATING, PROVIDESUPPORT ABOVE CEILING PERSTRUCTURAL

2 EMERGENCY EYE WASH & SHOWERPER PLUMBING

3 EMERGENCY EYE WASH PERPLUMBING

4 RAISED ACCESS FLOOR

5 ROOF ACCESS LADDER

6 BRIDGE CRANE

7 ROOF BEAM PER STRUCTURAL

8 COLUMN PER STRUCTURAL

9 ROOF HATCH, ALIGN WITH ROOFLADDER

10 MECHANICAL EQUIPMENT PERMECHANICAL

11 METAL ENTRANCE CANOPY

12 FIXED ALUMINUM WINDOW

13 CEILING PER FINISH SCHEDULE ANDRCP'S

14 EXT. PLASTER SOFFIT

15 OPERABLE PARTITION SUPPORTPER STRUCTURAL

16 152mm (6") HIGH SLMM PLATFORM TOBE SUPPLIED BY USER ANDCONTRACTOR INSTALLED

17 PILES PER STRUCTURAL

18 WALL MOUNTED INFRARED HEATERPER MECHANICAL

19 LIGHTING PER ELECT

20 SEMI-RECESSED FIREEXTINGUISHER CABINET

21 BRACED FRAME PER STRUCTURAL

SCALE: 1 : 100A05 A13

1 PARTIAL BUILDING SECTION 1 - WEST

SCALE: 1 : 100A05 A13

2 PARTIAL BUILDING SECTION 1 - EAST

0

1000

2000

SCALE: 1:100

GRAPHIC SCALE

4000

6000

mm

SCALE: 1 : 100A03 A13

3 BUILDING SECTION 2

Martin Hall Mine Warfare Training Center Fleet Anti Submarine Warfare Base,

San Diego, CAConstruction Complete April 2010

1 1

142C

TEST SET MAINT. LAB102

GE

NE

RA

L S

TOR

AG

E117

EQ

UIP

ME

NT

STO

RA

GE

118

MCM CIC LAB119

MCC CIC LAB120

SLQ-48 LAB121

SLQ-48 CLASSROOM122

TEST SET MAINT.CLASSROOM

124

VEMS CLASSROOM125

TEST SET MAINT.STORAGE

102A

ELECTRICAL127

SERVER / TELECOM128

JANITOR129

MECHANICAL131

WOMENS134

MENS135ENTRY LOBBY

140

STORAGE141

102B 102A

142A

140

121

CORRIDOR142

121A122C122B 117118

1

1

A13A05

F

1

127

1

( 26

' - 8

" )

( 6' -

8" )

( 24

' - 0

" )

2.1

2.4

3.2

A B C D E

2

3

2

3

/M

AT

CH

LI N

E S

EE

1A

06

/M

AT

CH

LI N

E S

EE

1A

06

MINESWEEPING/ BMCLASSROOM

123

3

3

1

A05 A15

1

A14A05

73

15 m

m20

32

812

8 m

m

1219

mm

( 4' -

0" )

5

174

75

mm

( 57

' - 4

" )

3048 mm 2032 mm

1016 mm 610 mm

3048 mm 2032 mm 3048 mm

610 mm

1016 mm

406 mm

2032 mm 1524 mm 2032 mm 1930 mm 19101 mm 2647 mm 2032 mm

( 10' - 0" ) ( 6' - 8" )

( 3' - 4" ) ( 2' - 0" )

( 10' - 0" ) ( 6' - 8" ) ( 10' - 0" )

( 2' - 0" )

( 3' - 4" )

( 1' - 4" )

( 6' - 8" ) ( 5' - 0" ) ( 6' - 8" ) ( 6' - 4" ) ( 62' - 8" ) ( 8' - 8 1/4" ) ( 6' - 8" )

4470 mm 2032 mm 3048 mm 3048 mm 3048 mm 4267 mm3658 mm

1016 mm 22758 mm

7722 mm 19101 mm 8128 mm76 mm

( 78' - 0" ) ( 62' - 8" ) ( 26' - 8" )( 3" )

A

C

D.1

D

E

A

A

A

A

D D.1

D.2

A

A

DE

D.2

EC

C

EE

E

E

E

G

I

G.1

( 14' - 8" ) ( 27' - 4" ) ( 9' - 4" ) ( 3' - 4" ) ( 74' - 8" )

8331 mm 2845 mm

( 25' - 4" )23774 mm

1219

mm

( 4' -

0" )

2032 mm

604 mm

D.2 G.1D.1

E

58801 mm ( 192' - 8" )

6

EQ EQ

EQ EQ EQ EQ

( 15' - 3" ) ( 17' - 3 1/4" )

( 6' -

8" )

( 9' -

4" )

( 6' -

8" )

2819 mm

( 21' - 7" ) ( 21' - 1" )

( 6' - 8" ) ( 10' - 0" ) ( 10' - 0" ) ( 10' - 0" ) ( 14' - 0" )

( 12' - 0" )( 8" )203 mm

6579 mm 6427 mm

1219 mm( 4' - 0" )

203

2 m

m28

45

mm

( 11'

- 0

" )

33

53

mm

( 27' - 4" )

8331 mm11787 mm

( 38' - 8" )

203

2 m

m

( 2' - 8" )

( 6' - 8" ) ( 10' - 0" )

2032 mm 3048 mm

7

3

A13A03

4648 mm 5266 mm

A

A

E

E 4

( 4' -

0" )

1220

mm

813 mm

( 6' - 8" )

( 1' - 11 3/4" )

124

123

124A 125

123A 122

122A

134 135

140A

131

131A

128

141

120119

102

117A

142B

1 1

1 1 1 1

E

142

E

( 6' - 8" )

2032 mm

20

A05 A20

18

A20A05TYP.

2

A05 A21

E.1

E.1 A

A

D.2

D.2

A

A

AD.2

D

A

G

8

9

9

9

11

A21A03

13

A19A05

15

A19A05

14

A19A05

TYP.

G.1

G.1

1829 mm1118 mm

( 6' - 0" )

( 3' - 8" )

( 1' -

3" ) ( 2

' - 8

" )

813

mm

38

1 mm

( 9' - 3" )

F.O

.M.

F.O.M.

F.O.M.

F.O.M.

F.O.M.10

129

11A

( 3' -

4" )

( 1' -

4" )

1016

mm

40

6 m

m

F.O

.M.

( 5' - 4" ) ( 3' - 4" )

( 26' - 8" )

( 3' - 4" )

( 1' - 4" )

( 3' - 4" )1626 mm 1016 mm

8129 mm 1016 mm 405 mm

1016 mm

( 5' - 4" )( 3' - 4" )

( 22' - 8" )

( 3' - 4" )

( 1' - 4" )

( 3' - 4" )1626 mm

1016 mm

6909 mm

1016 mm

406 mm

1016 mm

1016 mm3861 mm

( 3' - 4" )

( 12' - 8" )

( 3' - 4" )

( 8" )1016 mm 203 mm

( 8" )

( 3' - 4" )

203 mm

1016 mm

1016 mm 406 mm( 3' - 4" ) ( 1' - 4" )

( 6' - 8" )( 14' - 0" )2032 mm 4267 mm

H

12

1. SEE SHT. A17 FOR DOOR ANDWINDOW INFORMATION

2. SEE INTERIOR DRAWINGS FORFURNITURE INFORMATION

GENERAL NOTES

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

P-7

92 M

INE

WA

RTR

AC

EN

- N

EW

LA

B B

UIL

DIN

G

NAV

AL F

ACIL

ITIE

S EN

GIN

EERI

NG

CO

MM

AND

~ N

AVFA

C S

OU

THW

EST

--

ARCHITECTS - ENGINEERS201 MISSION ST. SUITE 540SAN FRANCISCO, CA 94105

WILDMAN & MORRIS

100

% D

ESIG

N S

UBM

ITTA

L3/

26/2

00

8

NO

T FO

R C

ON

STR

UC

TIO

N10

0%

BA

CK

CH

ECK

SUB

MIT

TAL

4/30

/20

08

As indicated

A05

FLO

OR P

LAN -

CLA

SSRO

OM

S

23

N

PROJECTNORTH

N

TRUENORTH

KEYNOTES1 RAISED ACCESS FLOOR

2 DUAL HEIGHT DRINKINGFOUNTAINS PER PLUMBING

3 OPERABLE WALL PARTITIONWITH 47 STC SOUND RATING,PROVIDE SUPPORT ABOVECEILING PER STRUCTURAL

4 EMERGENCY EYE WASH &SHOWER PER PLUMBING

5 EMERGENCY EYE WASH PERPLUMBING

6 CHECK-IN DESK PERINTERIORS

7 GOVERNMENT FURNISHEDSPECIAL TRANSFORMER, PERELECTRICAL

8 1829mm (6') x 1829mm (6')RECESSED FLOOR GRATE

9 SEMI-RECESSED FIREEXTINGUISHER CABINET

10 ROOF ACCESS LADDER

11 PLUMBING EQUIP PERPLUMBING

12 SEISMIC JOINT

1 : 100

FLOOR PLAN - CLASSROOMS

#

0

1000

2000

SCALE: 1:100

GRAPHIC SCALE

4000

6000

mm

KEYPLANN.T.S.

WALL TYPESSEE SHT. A14 AND A18 FORWALL TYPE INFORMATION

A EXTERIOR WALL - 203mm (8")SPLIT FACE AND PRECISIONCMU W/ FURRED GWB ANDRIGID INSULATION

B EXTERIOR WALL - 203mm (8")SPLIT FACE AND PRECISIONCMU W/ INSULATED METALPANELS ABOVE

C INTERIOR - SEISMIC JOINTWALL

D INTERIOR - 203mm (8")PRECISION CMU W/ FURREDGWB ON 64mm (2 1/2") MTL.STUD ONE SIDE

D.1 INTERIOR - 203mm (8")PRECISION CMU

D.2 INTERIOR - 203mm (8")PRECISION CMU W/ FURREDGWB ON 92mm (3 5/8") MTL.STUD ONE SIDE

E INTERIOR - 92mm (3 5/8") MTLSTUD WALL W/ GWB ON BOTHSIDES, FULL HT.

E.1 INTERIOR - 92mm (3 5/8") MTLSTUD WALL W/ GWB ON BOTHSIDES TO 102mm (4") ABOVEFIN. CEIL.

G EXTERIOR WALL - 203mm (8")SPLIT FACE AND PRECISIONCMU W/ TILE ON INTERIORSIDE

G.1 INTERIOR WALL - 203mm (8")PRECISION CMU W/ TILE ONONE SIDE

H INTERIOR - DOUBLE STUDPLUMBING WALL

I INTERIOR WALL - 203mm (8")PRECISION CMU W/ TILE ONONE SIDE & FURRED GWB ONOTHER SIDE



• Construction Drawing development• Revit model development & management• Consultant coordination• LEED Documentation for all architectural credits• Field visits/ reports• Construction Submittal review


Th ese two design/ build projects consisted of a total of 726,754 sf comprising eight, 4 & 5-story Bachelor Enlisted Quarter buildings (BEQ) with a total of 1,443 living units and a community center building attached to a BEQ building complex. Both complexes achieved LEED Gold certifi cation. Th e building structures are reinforced CMU with integral color walls and standing seam metal roof systems. Supporting facilities included community rooms, amphitheaters, outdoors sports/ activity areas, parking areas and an 85’ high helicopter rope suspension training (HRST) rappelling tower. Design also included upgrade and renovation of three existing buildings for administrative offi ces and Base Security offi ces as well as master planning of adjacent areas for future expansion of training complexes. Each BEQ’s main focal point is the community building which provides a reception lobby area with lounges, multi-purpose rooms, game rooms, internet cafes, laundry facilities, basketball and volleyball courts, exercise training course, parking and outdoor covered BBQ areas.

UP

LIVING UNIT

140

LIVING UNIT

139

LIVING UNIT

138

LIVING UNIT

137

LIVING UNIT

136

LIVING UNIT

135

LIVING UNIT

134

LIVING UNIT

133

LIVING UNIT

132

LIVING UNIT

130

368 SF(34.19 SM)

MECH. ROOM

161

96 SF(8.92 SM)

TELECOM

159

49 SF(4.54 SM)

ELEV MACH

156

16

17

A

A

LIVING UNIT

131

464 SF(43.11 SM)

PLUMBING

162

74

' - 0

"8

' - 0

"

6' - 0" 25' - 4" 8' - 8" 8' - 8" 64' - 8" 8' - 0" 34' - 8"

56

' - 8

"

3' -

4"

8"

1' -

4"

6' -

0"

( 1829 mm) ( 7722 mm) ( 2642 mm) ( 2642 mm) ( 19710 mm) ( 2438 mm) ( 10566 mm)

( 17

27

2 m

m)

( 225

55

mm

)( 2

43

8 m

m)

( 10

16 m

m)

( 20

3 m

m)

( 40

6 m

m)

( 18

29 m

m)

159

158

162

TYP.

1

TYP.2

3

TYP.4

161

19' -

4"

( 58

93

mm

)

18' - 8"

( 5690 mm)

86 SF(8.01 SM)

JANITOR

158

156

5A4.12

1

8' -

8"

3' -

4"

( 26

42

mm

)( 1

016

mm

)

17' -

4"

( 52

83

mm

)

12

14

B

B H

J M

C

D

1%SLO

PE

1%S

LO

PE

1%SLOPE1%

SL

OP

E

1%S

LO

PE

1%S

LO

PE

1%

SL

OP

E

2' - 8"12' - 8" 20' - 0" 20' - 0" 20' - 0" 14' - 0" 8' - 8"

18' -

0"

18' -

0"

16' - 8"

ELEV

E1

( 7722 mm) ( 1829 mm) ( 19710 mm) ( 6807 mm) ( 6096 mm)

25' - 4" 6' - 0" 64' - 8" 22' - 4" 20' - 0"

4A3.4

110.6-

( 5080 mm)

( 813 mm) ( 3861 mm) ( 6096 mm) ( 6096 mm) ( 6096 mm) ( 4267 mm) ( 2642 mm)

114.0-

8' - 8"

( 2642 mm) ( 54

86

mm

)( 5

48

6 m

m)

6

7

8

MATCHLINE

E8

99

9

E16

6' - 0"

( 1829 mm)

10' -

8"

( 32

51

mm

)

E5E6

E9

E5

10

MA

TC

HL

INE

114.0-

8

STAIR 2

S2

11

A4.152

114.0-

A7.25

( 56

90

mm

)( 2

03

2 m

m)

18' -

8"

6' -

8"

( 20

32

mm

)6

' - 8

"

8' -

0"

( 24

38

mm

)

E7

1%S

LO

PE

1%S

LO

PE

1%S

LO

PE

1 HOUR OCCUPANCYSEPARATION WITH OPENINGPROTECTION

2 HOUR OCCUPANCYSEPARATION WITH OPENINGPROTECTION

FIRE RATEDWALL LEGEND

FIRE RATED WALLGENERAL NOTES

1. ALL WALLS IN BREEZEWAY TO BE30 MIN RATED, U.N.O.

2. ALL WALLS BETWEEN LIVING UNITSTO BE 30 MIN RATED

GENERAL NOTES1. SEE SHT A5.0 & A5.1 FOR WALL

TYPE INFORMATION.

2. UNLESS OTHERWISE NOTED TYP.WALL TYPE TO BE 10.0-1

3. SEE SHTS A4.1/A4.2 FOR WALLTYPE INFORMATION RELATEDTO LIVING UNIT INTERIOR &EXTERIOR WALLS

4. SEE SHT A5.4 FOR DOOR ANDWINDOW INFORMATION

5. SEE INTERIORS DRAWINGS FORSPECIFIC FURNITURE AND FINISHLOCATION INFORMATION

6. SEE 8/A6.12 FORWATERPROOFING & DRAINAGECONDITION AT ALL FOOTINGS

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

NAV

FAC

SO

UTH

WES

T

FY09

BA

CH

ELO

R E

NLI

STE

D Q

UA

RTE

RS

-PK

G 7

P10

08 -

52 A

RE

A, S

AN

ON

OFR

E

N62473-09-C-1234

XXX

BEQ PACKAGE 7

P1008

4/22

/201

0 5:

35:1

6 P

M

A1.9

PO

D 3

- 1S

T FL

OO

R P

LAN

1/8" = 1'-0"A1.9

1 POD 3 - 1ST FLOOR PLAN

KEYNOTES1 PRE-FINISHED 3 1/2" X 4" (89mm X 102mm)

MTL DS CONNECTED TO DRAIN PIPESPER 8/A6.6

2 16" X 16" (406mm X 406mm) MASONRYCOLUMN

3 MECH CHASE ABOVE

4 VENDING EQUIPMENT, N.I.C.

5 CLNG RECESSED MANUAL PROJECTIONSCREEN. EQUIP & ATTACHMENTS PRVDBY FF&E. CONTRACTOR TOCOORDINATE GWB SOFFIT CONST TOACCOMMODATE RECESSEDPROJECTION SCREEN PER 4/A6.2

6 MOP SINK PER PLUMB

7 SURFACE MTD MOP RACK OVER MOPSINK, MTD AT +66" (1676mm) A.F.F.

8 SURFACE MOUNTED FEC ATTACHEDPER MFR RECOMMENDATIONS AND17/A6.5

9 CONDENSING UNIT PER MECH

10 FRP PANEL UP TO 4'-0" (1219mm) A.F.F.

11 FIRE RISER PER FIRE PROTECTION

N

0' 2' 4' 8' 12' KEYPLAN NTRUE

A2.1

A2.1

A2.1

A2.1

3

4

2

1

A1.81

A1.91

A1.101

A1.111

A1.61

F QG PK L

2

11

1

3

16

1717

A

A

AA

AA

A2.7

1

A2.7

2

A2.8 1

A2.8 2

A2.61

A2.62

A2.3

1

A2.5

2

A2.5 1

A2.4

1

A2.4

2

A2.32

1

E

12

14

B H N

J M

5

UC

V

13

Y

6

7

10

9

S

R

T X Z

15

D

4

W

A4.111

A1.71

A2.9

1

A2.9

A2.10

A2.11

A2.11

A2.12

A2.12

1

2

3

4

2

2

A2.23A2.2 4

A2.2

A2.2

1

3

A2.10

1

4

A2.8 3 A2.63

A2.10 2

A2.103

A2.11 3

A2.11 1

A2.12

3

4' -

8"

2 2

A7.4 5

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

NAV

FAC

SO

UTH

WES

T

FY09

BA

CH

ELO

R E

NLI

STE

D Q

UA

RTE

RS

-PK

G 7

P10

08 -

52 A

RE

A, S

AN

ON

OFR

E

N62473-09-C-1234

XXX

BEQ PACKAGE 7

P1008

4/22

/201

0 5:

33:0

0 P

M

A1.1

1ST

FLO

OR

PLA

N

1/16" = 1'-0"

1ST FLOOR PLANN

KEYNOTES1 AMPHITHEATER

2 FREESTANDING BARBEQUE

0' 8' 16' 32' 48'

Package 4/ 7 Bachelor Enlisted Quarters Marine Corps Base, Camp Pendleton, CA

Construction Complete December 2011



• Documentation for 30,044 sf Fitness Center complex at Bachelor Enlisted Quarters (BEQ) Site• Revit model creation/ management for multiple buildings for architectural and interiors teams• LEED Documentation for all buildings on BEQ Site 41 Area, buildings attempting Gold and Silver Certifi cation

General project information:

Th is 323,911 sf design/build project consists of three site complexes in one construction package. My main participation was at the BEQ (Bachelor Enlisted Quarters) site focusing on the 30,044 sf Fitness Center/ Single Marine center building. Th e Fitness Center includes state of the art fi tness equipment and support spaces. Specialty spaces include a racquetball court, and a multi-purpose room with climbing ropes and judo fl oor. A 25 meter sprint track has also been included as part of the fi tness space as well as typical cardio and weight equipment found in a gym. Th e Single Marine Center is a space where single enlisted marines come for more recreation. In this space there is a video gaming room, music recording studio, computer room, movie theater and indoor/ outdoor space for pool tables, lounge space and BBQ’s. Th e overall feel of the space is meant to induce relaxation and retreat from the daily duties performed as a Marine.

FC-A-201 2

FC-A-2011

OUTDOORAREA

GAME RM105

TELECOM128

ELEC129

MECH130

LOBBY115

TRACK LANES

CONTROL DESK102

JAN113

OFFICE103

LOBBY101

STOR102A

ENTERTAINMENT100

FITNESS AREA125

STAFF RM117

MINI THEATER114

COMPUTER LAB104

MULTIPURPOSE107

KITCHEN106

CIRCULATION125A

86' -

8"

55' - 4" 54' - 8" 62' - 0" 78' - 8"

118'

- 0"

82' - 8" 210' - 8"

OFFICE118

JAN119

WOMEN'S LOCKER RM120

MEN'S LOCKER RM121

RACQUETBALL 1122

RACQUETBALL 2123

MP ROOM126

STOR127

STORAGE124

MEN112

WOMEN111

MUSIC110

SOUND109

OUTDOORAREA

MECH

ANIC

AL Y

ARD

14' -

0"

1FC-A-305

2FC-A-304

1FC-A-304

1FC-A-302

1

1 2

3

4 6

7

A

B

C

D

G

( 264

16 m

m )

( 25197 mm ) ( 64211 mm )

( 16866 mm ) ( 16662 mm ) ( 18898 mm ) ( 23978 mm )

( 359

66 m

m )

293' - 4"( 89408 mm )

54' -

8"63

' - 4"

( 166

62 m

m )

( 193

04 m

m )

B.4

SERVER104A

VESTIBULE114A

CIRC108

LAUNDRY119A

FC-A-202

2

FC-A-202

1

FC-A-203

2

FC-A-203

1FC-A-204

1

1.4

5

F.4

2FC-A-301

1FC-A-301

( 426

7 mm

)

29' - 10" 52' - 10"( 9093 mm ) ( 16104 mm )

E.8

E.2

SAND

DG

(12) PULL-UPBARS

CONCRETE

CIRC.125B

ELEC104B

ELEC125C

MEN'S SAUNA121A

WOMEN'S SAUNA120A

( 134

11 m

m )

44' -

0"

4.6 5.3

FC-A-105

1FC-A-106

1

FC-A-107

1

2.8

E

1.9

F

B.9

C.9

21' - 0" 21' - 0" 28' - 4"( 6401 mm ) ( 6401 mm ) ( 8636 mm )

0.5

5.6

2.3

E.5

E.6

E.4

250' - 8"( 76403 mm )

E.136'

- 0"( 109

73mm )

6' -4"

11'- 8"

11'- 8"

6' -4"

( 1930 mm )

( 3556 mm )( 355

6 mm )

( 1930 mm )

4"

24' -

0"13

' - 0"

43' -

4"( 7

315 m

m )

( 396

2 mm

)( 1

3208

mm

)

11' -

4"40

' - 8"

2' - 8

"5"

( 345

4 mm

)( 1

2395

mm

)( 8

13 m

m )

( 127

mm

)

( 2438 mm )

( 406 mm )( 4191 mm )

( 178 mm )

( 6096 mm )

( 102 mm )

20' - 0"( 6096 mm )

8' - 0"

1' - 4"

13' - 9"

7" 20' - 0"

4"

2.2

4FC-A-305

2.4

C.1

B.6

42' - 0"( 12802 mm )

1' -4"

1' -4"

F.O.

M.

F.O.

M.

F.O.

M.

F.O.M.

F.O.M.

F.O.M.

F.O.

M.

F.O.

M.

F.O.

M.

F.O.M.

F.O.M.

F.O.M.

CL. O

F CO

L.

F.O.

M.

CIRCULATION125A

CL. O

F CO

L.

CL. O

F CO

L.

DEPRESSED SLAB TO RECEIVE JUDOFLOOR. COORDINATE WITHSTRUCTURAL DRAWINGS.

TIERED FLOOR IN MOVIETHEATER. COORDINATE WITHSTRUCTURAL DWGS.

CURB

FC-A-201 3

ICEMACHINE

FEC

FEC

FEC

11-1/2" (292mm)

EXT STOR131

1

1

( 406mm )

( 406mm )

APPLY MOISTURE VAPOR REDUCTION SYSTEM TOCONCRETE SLAB UNDER RESILIENT ATHLETIC TRACKFLOORING SUCH THAT THE MOISTURE CONTENT OFCONCRETE SLAB NOT TO EXCEED THE MOISTURE CAPACITYOF THE ADHESIVE FOR THE RESILIENT ATHLETIC TRACKFLOORING

2642

mm

8' - 8

"

F.O.M.DN DN

41' - 0"( 12497 mm )

FEC

FEC

FEC

FEC 22

33

CMU WALL PER STRUCTURAL DWGS

GRAPHIC LEGEND

GENERAL NOTES1. SEE SHEET SB-A-002 FOR PROJECT NOTES

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING & VERIFYING ALL FLOOR FINISHES TO BE LEVEL

3. PROVIDE PUBLIC ADDRESS, OTHER SOUND SYSTEMS & TV PROVISIONS PER ELECTRICAL

4. PROVIDE MASS NOTIFICATION SYSTEM PER FIRE ALARMDWGS

5. SEE SHEET CD-A-551 FOR WALL TYPES A-G

6. SEE SHEET CD-A-571 FOR INTERIOR SIGNAGE

7. ALL DIMENSIONS ARE TO CENTERLINE OF STEEL UON

METAL STUD PARTITIONS. SEE FC-A-501 FORWALL TYPES. SEE CD-A-551 FOR WALLTYPES A-GNON-RATED SMOKE PARTITION OR RATED FIREBARRIER WALL ASSEMBLY. SEE LIFE SAFETYPLANS FOR DETAILS

SOME ITEMS SHOWN ON THIS SHEET ARE INCLUDED ON APLUS/MINUS LIST THAT HAS NOT BEEN NEGOTIATED AT THISTIME. INCLUSION OF THESE ITEMS IN THE FINALCONSTRUCTION WILL BE DEPENDANT ON THE RESULTS OFTHOSE NEGOTIATIONS.

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

N62473-10-C-5005

NAV

FAC

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FY10

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, REC

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& B

EQ C

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P-10

67 B

EQ, P

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6 RE

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P-1016 RECONP-1016 RECON

P-10

67 B

EQ, P

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6 RE

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OM

MU

NIT

Y

2/23

/201

2 7:

54:1

2 A

M

FC-A-101

FITN

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S C

EN

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/ SIN

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MA

RIN

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EN

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FC

OV

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ALL

FLO

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PLA

N

1/16" = 1'-0"FLOOR PLAN

KEYNOTES

1 RETAINING WALL. SEE CIVIL DWGS SB-CS101 & SB-CS1042 PROVIDE APPROX. 4"D x 12"W x 70'L DEPRESSION IN SLAB

FOR ELECTRICAL WIREWAY. COORDINATE EXACTLOCATION AND DIMENSIONS W/STRUCTURAL, INTERIORSAND ELECTRICAL DWGS.

3 DEPRESSED SLAB IN RACQUETBALL COURTS TORECEIVE ATHLETIC WOOD FLOORING. COORDINATEREQUIREMENTS FOR DEPRESSION WITH FLOOR SYSTEMMANUFACTURER AND W/ STRUCTURAL DWGS

#

0' 8' 16' 32'SCALE: 1/16" = 1'-0"

48'

NOTE: CONTRACTOR TO PROVIDE 25LB FLAT STRAP BACKINGIN WALLS TO SUPPORT ARTWORK, TYPICALLY ½” THKACRYLIC PANELS IN VARYING SIZES MOUNTED TO WALLS ONMETAL STANDOFFS. SEE INTERIOR DESIGN FURNITUREFLOOR PLANS AND INTERIOR FINISH ELEVATIONS FORARTWORK SIZES, DIMENSIONED LOCATIONS AND TYPICALFLAT STRAP LOCATION ELEVATION. ARTWORK SPECSINCLUDED IN SEPARATE FF&E SPECIFICATION PACKAGE.

GROUND LEVEL0' - 0"

(0 mm)

T.O.M FC TOWER32' - 0"

(9754 mm)

A B C G

2FC-A-301

T.O.W.23' - 4"

(7112 mm)

11

3

123

123

CJ CJ

BLAST WALL. SEE STRUC DWGSNO CONTROL JOINTS IN 3

FC-A-305

77

9

10

1

11 11

11

14

17

3CD-A-581

4CD-A-581

17

TYP.21 23

25

T.O.M. FC @ GRID G13' - 0"

(3962 mm)

122615 26

..

..

.

17

29

29

17

29

1 COURSE

4 COURSES

8 COURSES

4 COURSES

.PROVIDE 17 COURSES OF PRECISION FACED CMU. MAINTAINCOLOR BANDING. SEE CMU LEGEND FOR COLOR.

GROUND LEVEL0' - 0"

(0 mm)

T.O.M. SM12' - 8"

(3861 mm)

T.O.M FC TOWER32' - 0"

(9754 mm)

AG

1FC-A-301

1

2

3

3

123

123

4

5

6

C.1

8 1312 1115 15 12

2FC-A-504

16

17EQ EQ

14' -

0"3'

- 4"

3

1916 2020 22 2324

25

T.O.M. FC @ GRID G13' - 0"(3962 mm)

272723

28

CMU COLOR/ TEXTURE 2




GENERAL NOTES1. PROVIDE PRECISION FACE CMU ON BOTH SIDES OF ALL WINDOWS, MATCH ADJACENT COLOR

2. PROVIDE PRECISION FACE CMU BASE COURSE, MATCH ADJACENT COLOR

3. ALL EXT MASONRY TO HAVE SURFACE APPLIED SEALER

4. ALL EXT WINDOWS, STOREFRONTS, FRAMES & ATTACHMENTS ARE TO MEET STANDARD ATFP REQS (AT ASSUMED 82' STAND-OFF). SEE UFC & SPECIFICATIONS FOR ADDITIONAL INFO.

CMU LEGEND

CMU COLOR/ TEXTURE 8 - SCORED BLOCK

GROUND LEVEL0' - 0"

(0 mm)

T.O.M. SM12' - 8"

(3861 mm)

A

12' - 0"1' - 4"

12' - 0"1' - 4"

12' - 0"1' - 4"

14' - 8"18

( 3658 mm )

( 406 mm )

( 3658 mm ) ( 4064 mm )

( 406 mm )

( 4470 mm )

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

N62473-10-C-5005

NAV

FAC

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WES

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FY10

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& B

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EQ, P

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6 RE

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OM

MU

NIT

Y

P ECP EC

P-10

67 B

EQ, P

-101

6 RE

CO

N C

OM

MU

NIT

Y

1/19

/201

2 10

:45:

05 A

M

FC-A-201

FITN

ES

S C

EN

TER

/ SIN

GLE

MA

RIN

E C

EN

TER

FC

BU

ILD

ING

ELE

VA

TIO

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KE E

1 PREFINISHED STANDING SEAM METAL ROOF2 ALUMINUM STOREFRONT3 PREFINISHED METAL FASCIA & GUTTER4 SITE WALL SEE CIVIL DWGS5 40" X 40" (1016mm X 1016mm) MASONRY RECESS, SEE

DETAIL 2/FC-A-5086 56" X 56" (1422mm X 1422mm) MASONRY RECESS, SEE

DETAIL 2/FC-A-5087 WALL NOT SHOWN FOR CLARITY.8 WALL MOUNTED TV. COORDINATE LOCATION &

MOUNTING HEIGHT W/ AV & ELECTRICAL DWGS.9 GATE. SEE DOOR SCHEDULE FOR ADDITIONAL INFO.10 WALL LOUVER11 PREFINISHED METAL DOWNSPOUT PER 5/CD-A-569

CONNECTED TO DRAIN PIPES PER CIVIL12 LIGHT FIXTURE. COORDINATE W/ ELEC DWGS13 WINDOW PER SCHEDULE14 METAL ENTRY TRELLIS CENTER ON STOREFRONT. SEE

DETAIL 2/FC-A-505, TYP OF (3)15 BUILDING NUMBER PER DETAIL 7/CD-A-671, ILLUMINATED

W/ PHOTOCELL CONTROLLER, COORDINATE W/ELECTRICAL DWGS. MOUNT AT 12'-0" (3658mm) TO 14'-0"(4267mm) AFF COORDINATE W/ BASE REQUIREMENTS

16 TOWER ACCENT MASONRY PER 2/FC-A-50817 PRECISION FACE CMU. SEE LEGEND18 FIRESIST FABRIC AWNING, TYP OF (4) COLOR PER

EXTERIOR FINISH SCHEDULE SEE 1/FC-A-306 FORADDITIONAL INFORMATION

19 PROVIDE PRECISION BLOCK FOR TV INSTALLATION.COORDINATE LOCATION & MOUNTING HEIGHT W/ AVDWGS

20 BUILDING SIGNAGE21 OPENING FOR MECHANICAL DUCT COORDINATE

LOCATION & SIZE W/ MECHANICAL & STRUCTURALDWGS. PROVIDE MIN. 8" PRECISION FACED CMU TOMATCH ADJACENT CMU COLOR ON ALL (4) SIDES. SEEDETAIL 7/FC-A-507

22 MICROPHONE CONNECTION PANEL PER AV DWGS23 PROVIDE HOSE BIBS PER PLUMBING DWGS24 SURFACE MOUNTED OUTDOOR LOUDSPEAKERS, TYP.

COORDINATE W/ AV DWGS25 TRANSLUCENT PANEL SKYLIGHT26 SPEAKER STROBE. COORDINATE WITH FIRE ALARM

DWGS.27 SPEAKER STROBE. BLOCKOUT 8" X 8" (203mm x 203mm)

PRECISION AT 80" (2032mm) AFF AT ALL LOCATIONS.COORDINATE W/ FIRE ALARM DWGS.

28 SPLIT FACE CMU MECHANICAL EQUIPMENT SCREENWALL. COLOR TO MATCH ADJACENT BUILDING COLOR.SEE CIVIL DWGS FOR ADDITIONAL INFO.

29 SPLITFACE CMU. SEE LEGEND

FC-A-101 1/8" = 1'-0" 1ELEVATION NORTH

FC-A-101 1/8" = 1'-0" 2ELEVATION SOUTH

#

0' 2' 4' 8'SCALE: 1/8" = 1'-0"

12'

EXTERIOR FINISH SCHEDULEMATERIAL FINISH

LOUVERS AT METALROOF

KYNAR 500/ HYLAR 5000"COLONIAL RED"

MTL DOOR PANELS TO MATCH PANTONE 405CMTL DR FRAMETRANSOM FRAME &LOUVERS

TO MATCH PANTONE 405C

PRECAST CONC.WINDOW SILL

TO MATCH ADJACENTMASONRY

STANDING SEAMMETAL ROOF ANDSOFFITS

KYNAR 500/ HYLAR 5000"COLONIAL RED"

TRANSLUCENT WALLPANEL FRAMES


TRANSLUSCENTWALL PANEL

WHITE/CRYSTAL


DOWNSPOUTSADJACENT ROOFFASCIAS AND EAVES


DOWNSPOUTSADJACENT TO CMUWALLS

TO MATCH PPG DURANARCOLOR UC105740 'ADOBE'

ENTRANCE TRELLIS KYNAR 500/ HYLAR 5000"COLONIAL RED"

EXTERIOR SOFFITBOARD

SHERWIN WILLIAMS -SW6100 PRACTICAL BEIGE

FABRIC AWNING FIRESIST AWNING - TOASTBEIGE 82012

GUARDRAILS &HANDRAILS

GALVANIZED STEEL

GUTTERS KYNAR 500/ HYLAR 5000"COLONIAL RED"


ALUMINUM WINDOWFRAMES


CMU - GROUT PER CD-A-561CMUCOLOR/TEXTURE 1

FIELD COLOR, SPLIT FACE,PER CD-A-561

CMUCOLOR/TEXTURE 2

FIELD COLOR, PRECISIONFACE, PER CD-A-561

CMUCOLOR/TEXTURE 5

ACCENT COLOR, SPLITFACE, PER CD-A-561

CMUCOLOR/TEXTURE 6

ACCENT COLOR,PRECISION FACE, PERCD-A-561

CMUCOLOR/TEXTURE 8

ACCENT COLOR,PRECISION FACE -SCORED BLOCK, PERCD-A-561

FC-A-101 1/8" = 1'-0" 3ELEVATION SOUTH - AWNINGS

41 Area Bachelor Enlisted Quarters, Marine Corps Base, Camp Pendleton, CA

Currently Under Construction


Child Development CenterMarine Corps Base

Twentynine Palms, CAIn Proposal Stage

P-212 CHILD DEVELOPMENT CENTERMCAGCC TWENTYNINE PALMS, CA 21 MARCH 2012 9

WEST ELEVATION

EAST ELEVATION

REGGIO EMILIA APPROACH

BOULDERS

SPACES FOR CHILDREN, COMMUNITY AND FAMILY EVENTS

BETWEEN INSIDE AND OUTSIDE

KEYNOTES1. PRECISION FACE CMU - ACCENT COLOR2. TODDLER AGE GROUP SYMBOL - COYOTE3. PRESCHOOL AGE GROUP SYMBOL - BIG HORN SHEEP4. PAINTED METAL TRELLIS SHADE STRUCTURE WITH PERFORATED METAL PANELS5. PREFINISHED STANDING SEAM METAL ROOF 3:12 SLOPE6. INFANT AGE GROUP SYMBOL - RABBIT7. PRE-TODDLER AGE GROUP SYMBOL - DESERT TORTOISE8. PRECISION FACE CMU - FIELD COLOR9. MECHANICAL YARD ENCLOSURE AND GATES10. ROLLING METAL GATE FOR VARIABLE CONTROL OF WIND INTO COURTYARD

DESIRABLES

SOLAR THERMAL HOT WATER GENERATION AND TITAL RENEWABLE SOURCES RESULTING IN NET-ZERO ENERGY USAGE

EACH AGE GROUP’S OUTDOOR PLAY AREA (FOUR TOTAL)

ADJACENT TO THE KITCHEN INTERACTION AREA

WITHIN THE CENTRAL COURTYARD PIAZZA

0 6 12 24

0 6 12 24

WAYFINDING SYMBOLS - INDIGENOUS MOJAVE DESERT - SILOUETTES AND FOOTPRINTS

INFANT - RABBIT

PRESCHOOL C.A.R.’S ADMINISTRATIONTODDLER C.A.R.’S

PRE TODDLER - DESERT TORTOISE TODDLER - COYOTE PRESCHOOL - BIG HORN SHEEP

ADMINISTRATION INFANT C.A.R.’S PRE TODDLER C.A.R.’S

NOTE: ALL OTHER REQUIREMENTS OF THE RFP THAT HAVE NOT BEEN REPRESENTED ON THE DRAWINGS WILL BE MET

BUILDING ELEVATIONS

P-212 CHILD DEVELOPMENT CENTERMCAGCC TWENTYNINE PALMS, CA 21 MARCH 2012 11

ENTRY LOBBY AMPHITHEATERPRESCHOOL C.A.R.’S ATELIER TODDLER C.A.R.’S CAR SECTION

SECTION THROUGH COURTYARD

TYPICAL CHILD ACTIVITY ROOM SECTION

SECTION THROUGH ENTRY LOBBY

NORTH

SOUTH

REGGIO EMILIA APPROACH

KEYNOTES1. PHOTOVOLTAIC SYSTEM2. PAINTED METAL TRELLIS SHADE STRUCTURE WITH PERFORATED METAL PANELS3. PREFINISHED STANDING SEAM METAL ROOF 3:12 SLOPE4. LIGHT SHELF5. OPERABLE SLIDING STYLE WINDOW AS PART OF STOREFRONT ASSEMBLY - ATFP COMPLIANT6. MOTORIZED OPERABLE LOUVERS

OCCUPANCY AND DAYLIGHT HARVESTING SENSORS8. SOUND ABSORBTION CLOUDS AT VARYING HEIGHTS BEYOND AND IN FOREGROUND

10. PRE-FINISHED METAL GUTTER11. SLAB ON GRADE12. ATFP COMPLIANT STOREFRONT SYSTEM13. PRIMARY ENTRANCE LOBBY WITH AIRLOCK14. BOULDERS15. BUILT-UP ROOF

17. FRONT DESK/ RECEPTION COUNTER W/ CASEWORK AND EQUIPMENT18. AMPHITHEATER - RECESSED TURF AREA19. CONCRETE PLATFORM STEPS AT ATELIER STAGE20. SHADE STRUCTURES (ALLOWING PARTIAL LIGHT AND/ OR PRECIPITATION THROUGH THEM)21. TODDLER AGE GROUP SYMBOL - COYOTE22. PRESCHOOL AGE GROUP SYMBOL - BIG HORN SHEEP23. KALWALL TRANSLUCENT PANELS

DESIRABLES

SOLAR THERMAL HOT WATER GENERATION AND TITAL RENEWABLE SOURCES RESULTING IN NET-ZERO ENERGY USAGE

EACH AGE GROUP’S OUTDOOR PLAY AREA (FOUR TOTAL)

ADJACENT TO THE KITCHEN INTERACTION AREA

WITHIN THE CENTRAL COURTYARD PIAZZA

AREAS WITH PV

PREVAILING WINDS

0 3 6 12

0 3 6 12

BUILDING SECTIONS

0 6 12 24 NOTE: ALL OTHER REQUIREMENTS OF THE RFP THAT HAVE NOT BEEN REPRESENTED ON THE DRAWINGS WILL BE MET


• Proposal stage design development• Graphic package creation from proposed design scheme in conjunction with Design Build Team using Revit, Photoshop, Illustrator, and InDesign• Project vignette creation for submittal package• Revit model creation/ management


Th is proposal is for a new child development center with spaces to serve infant to kindergarten age children. Th e idea behind the design is to create interaction between all age groups and the parents of the children. Th ere is also the goal to create opportunities for children to play and interact with the space no matter where they are in the complex.

NOTE: ALL OTHER REQUIREMENTS OF THE



• Redesign of Revit model form proposal phase to construction document phase• Continued management of Revit model through various project redesigns• Creation of construction documents in conjunction with Project Manager• Phased Construction document creation for plans, elevations, sections, details• Construction Administration/ observation


A 57,170 SF design/build expansion and renovation of the existing Mess Hall facility. Th is project included a new 9,000 SF Dining Room addition providing an additional 600 seats to support the Marine Corps “Grow-the-Force” Program. Design included expansion of the kitchen and serving lines, renovation of the freezer/refrigerator areas and a 1,500 sf Administrative Offi ce and Break Room addition. Th is project achieved LEED Gold certifi cation.

12

F.F.FLOOR LEVEL

0mm

15.2

A.F.F.T.O. M.

6299 mm(20' - 8")

A.F.F.T.O.M. BREAK RM

4877 mm(16' - 0")

1

1

A-426

2

A-426

3

A-426

6

78 7 7

109

(2'-

0")

(3'-

4")

(4'-

0")

(2'-

8")

(6'-

0")

610

mm

1016

mm

1219

mm

813

mm

1829

mm

4877

mm

(16'

-0")

1111

1216

(E) FIRE LANE(E) SUNKENLOADINGDOCK

18.818.920

10

PQ

F.F.FLOOR LEVEL

0mm

R

A.F.F.T.O. M.

6299 mm(20' - 8")


4877 mm(16' - 0")

15

A-504

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9

131415

19

22

20569

P Q

F.F.FLOOR LEVEL

0mm

R

A.F.F.T.O. M.

6299 mm(20' - 8")

5

1

46

10

19

12

F.F.FLOOR LEVEL

0mm

15.2

A.F.F.T.O. M.

6299 mm(20' - 8")


4877 mm(16' - 0")

34

1

A-426

2

A-4263

A-426

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(E) SUNKENLOADINGDOCK

12

17

(E) FIRE LANE

18.818.9 20

18

1414

20

215

A-509

8

A-509

23

EXT COLOR SCHEDULESTUCCO & CMU

STEEL TRELLIS MEMBERS

METAL COPING,DOWNSPOUTS & TRIMS

ALUMINUM WINDOW &DOOR FRAMES

HM DOOR PANELS,FRAMES & LOUVERS

GUARDRAILS &HANDRAILS

SIGNAGE BACKGROUND

SIGN LETTERING

FED# 23594

FED# 30140

FED# 23594

FED# 30140

FED# 23594

FED# 30140

FED# 21302

FED # 13655

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APPROVED FORCONSTRUCTION

As indicated

12/20/2010 8:59:35 AM

A-424

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18087089

1 : 100 A-400 1AREA 1 NORTH

1 : 100 A-400 2AREA 1 EAST 1 : 100 A-400 3AREA 1 WEST

1 : 100 A-400 4AREA 1 SOUTH

KEYNOTES1 CMU WALL. SEE STRUC DWGS2 (E) LOADING DOCK3 RAMP & RAILING SEE CIVIL DWGS4 PROTECT IN PLACE (E) PLANTER WALL5 (E) TRASH ENCLOSURE6 PROTECT IN PLACE (E) WALL7 (N) MTL BOLLARD, TYP8 SEPARATION JOINT PER 15, 16/A-5049 TRELLIS10 CONTROL JOINT, TYP11 INSULATED DOOR PER KITCHEN DWGS12 CONTROL JOINT PER STRUC DWGS13 GALV. MTL LADDER SEE DETAIL 8/A-50414 SAFETY RAILING SYSTEM15 PARAPET W/ SS MTL COPING16 CANOPY NOT SHOWN FOR CLARITY17 (N) CHAINLINK FENCE & GATE18 SCUPPER & DOWNSPOUT PER 9, 10,

11/A-50419 LOADING DOCK20 GUARDRAIL PER CIVIL SEE DETAIL

4/C-50221 GUARDRAIL, ATTACH TO FACE OF CMU22 EXT BLDG SIGNAGE REMOVE &

REPLACE (E) BLDG SIGN. COORDINATELOCATION ON BLDG W/ ROICC

23 LIGHT FIXTURE PER ELEC DWGS

KEYPLAN

21

43

0

1000

2000

4000

6000

mm

#

100

A B C

F.F.FLOOR LEVEL

0mm

A.2 A.3 A.4A.12

A-428

NEW ENTRY

202

DECK 3

102

1

A-429

2 3

4

2

A-429

A.F.F.T.O.M.

7315 mm(24' - 0")

EXISTINGNEW

5A-502

18

6

7

A.1a

8

9

1011

12

A-505

2

SIM

A.1b

A-501

14

1314

15

16

17

457

mm

(1'-6

")

91011

A.F.F.T/O ROOF BEAM

5486 mm(18' - 0")

F.F.FLOOR LEVEL

0mm

1

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18

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18

17

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MAXIMO NO.

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CHIEF ENG/ARCH: XXX

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1 : 50

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1 : 50 A-200 1AREA 2 NEW ENTRY

KEYNOTES1 CLG PER RCP2 CONC SLAB PER STRUC3 PROTECT IN PLACE (E) CONC SLAB.

SEE STRUC DWGS4 OPEN5 PROTECT IN PLACE (E) GWB CLG,

PATCH & REPAIR ANY DAMAGE DUE TOCONSTRUCTION

6 152 mm X 305 mm (6" X 12") HSSTRELLIS MEMBER. SEE STRUC DWGSEPOXY PAINT

7 ROOF FRAMING MEMBERS. SEESTRUC DWGS.

8 CURVED CARRIER TRACK FOR LINEARCLG SYSTEM. ATTACH TO MTL DECKPER MFR SPEC.

9 ROOF DRAIN & OVERFLOW, TYP. SEEDETAIL 10/A-505

10 INTEGRALLY COLORED CONC11 CONC PAVING. SEE CIVIL &

LANDSCAPE DWGS.12 533 mm (21") SOLATUBE SKYLIGHTS13 (E) CONC FOOTING, SEE STRUC DWGS14 CONC. FOOTING PER STRUC15 CURVED MICROPERFORATED LINEAR

MTL CLG SYSTEM16 CURVED EXT PERFORATED

ACOUSTICAL MTL CLG SYSTEM17 INTEGRAL COLOR CONC PLANTER

WALL18 HSS MEMBER. SEE STRUC DWGS

1 : 50 A-401 2MAIN ENTRY SECTION 10

500

1000SCALE: 1:50

2000

3000

mm

KEYPLAN

(SIM AT AREA 3)

#

104

A-401A-409

A-409A-427A-428

2 3 4 5 6 7 8 9 10 11

12

12 13 14 15 16 17 181 19

AB

L

M

P

Q

F.6

A.1

15.2

R

A-408

2

A-417

1

A-418

1

A-419

1

A-420

1

A-421

1

A-422

1

A-423

1

(E) HIGH ROOF

(E) LOW ROOF

18.8 18.9 20

A.1aA.1b

GENERAL NOTES1. SEE SHEET A-002 FOR ADDITIONAL

PROJECT NOTES

2. CONTRACTOR SHALL VERIFY LOCATIONOF ALL (E) CONDITIONS AND LOCATIONS

OF ROOFTOP EQUIPMENT PRIOR TO PROCEEDING W/ ANY WORK. LOCATIONS

OF (N) ROOFTOP EQUIPMENT INCLUDING SOLATUBES, PHOTOVOLTAIC PANELS & SOLAR HOT WATER PANELS MAY NEED TO BE ADJUSTED BASED ON FIELD

CONDITIONS. CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL

DISCIPLINES.

GRAPHIC LEGEND

PATCH & REPAIRROOF AREA

ROOF DRAIN & OVERFLOW

ROOF WALKING PAD

SOLATUBE

PHOTOVOLTAICPANELSSOLAR HOT WATERPANELS

MECH UNITS PERMECH

APP

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N62473-08-D-8613-0002

425

MAXIMO NO.

STA. PROJ. NO.

CHIEF ENG/ARCH: XXX

REVIEWED BY

CM/DM: XX

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1 : 200

12/20/2010 8:57:51 AM

A-103

RO

OF

PLAN

18087058

1 : 200ROOF PLAN

KEYNOTES

KEYPLAN

N

PROJECT0

2000

10000

6000 mm

4000

#

ROOF OVER ADDITION SHALL BECLASS A ROOF.INSULATION - FLAME SPREADSHALL BE LESS THAN OR EQUALTO 75 AND SMOKE DEVELOPEDRATING SHALL BE LESS THAN OREQUAL TO 150.

ROOF OVER ADDITION SHALL BECLASS A ROOFINSULATION - FLAME SPREADSHALL BE LESS THAN OR EQUAL TO75 AND SMOKE DEVELOPED RATINGSHALL BE LESS THAN OR EQUAL TO150

69

Mess Hall FacilityMarine Corps Recruit Depot

San Diego, CAConstruction Completed April 2012


Primary project role/ responsibilities: CAD Drafter

• Drafting of construction document sheets for architectural sheets• Consultant coordination for construction documents• Construction site visits, fi eld reports


Th is project consisted of a three-story 43,000 SF Operations Facility and Medical Building located at the Naval Amphibious Base, Coronado, CA for the Navy SEAL TRADET (Training Detachment) Team. Th e facility consisted of storage rooms for ready use equipment storage, a gym for physical training, space for specialized hand-to-hand combat training, individual personnel lockers, classrooms, offi ces, and administration areas. Th e medical facility was designed as a medical facility for use by the SEAL training teams with spaces for everything from athletic injury rehabilitation to major catastrophic medical emergencies. All portions of these buildings were constructed with reinforced/ durable sustainable materials for building longevity due to the high use abuse that coincides with Navy SEAL teams.

Navy Seals Operations/ Medical FacilityNaval Amphibious Base

Coronado, CAComplete 2008


Primary project role/ responsibilities: CAD Drafter

• Creation of construction documents in conjunction with Project Manager• Detailing• Phased Construction document packaging


Th is 72,000 sf multi-phase project was designed and constructed in a critical path time frame due to the owners occupancy deadlines. Th e project consisted of space conversions and tenant improvements, including major electrical upgrades for backup generator operation, new call center spaces and raised fl oor data center space.

Unisys Data Center State of TexasAustin, TX

Complete June 2007


Primary Project role/ responsibilities: Design Builder

• Collaborative design workshopping with other architecture students• Construction from foundation to completion with entire design group• Hand cut/ laid mosaic tile work• Stone/ concrete work


Pacifi c Rim Parks is a non-profi t organization which aims to create friendship parks around the Pacifi c rim in an eff ort to foster goodwill and understanding between countries, communities and cultures. Th rough the leadership of San Diego based artist Jim Hubbell there are now 6 parks constructed with the hope to eventually have a park constructed in every country along the vast Pacifi c Rim. Instead of the parks being seen as spots along the “Ring of Fire” the parks are instead intended to be seen as a “String of Pearls” encompassing the great Pacifi c Rim.

Pacifi c Rim ParksJeju, South Korea 2010,Tijuana, Mexico 2004

“Stepping Stones of the Pacifi c” Park, Jeju, South Korea

“Between Heart and Sea” Park, Tijuana, Mexico


People’s Choice Winner Best in Show Winner

Primary Project role/ responsibilities: Artist

• Collaborative chalk art pieces recreating master pieces


Street painting is a temporary medium completed using chalk pastels. Th ese exhibition pieces are usually completed as part of charity festivals benefi tting art programs in the area of the festival. Most squares are a minimum of 8’x8’ or larger and are completed in the period of two days.

Street Painting Exhibitions2004-Present

portfolio - athena roberts

Documents

new building space

new hvac

leed gold certifi ed

new spaces

san diego

fi eld visits

new swimmer vehicle

highbay laboratories