architecture portfolio - selected works

M A R C I A G I B S O N ARCHITECTURE PORTFOLIO

2014

tABLE OF COntEnts

REsumE 36

pmRg AmEnity BuiLding

FivE ChAsEwOOd

10

16

21

800 BELL

disCOvERy tOwER

ziEgLER COOpER sELECtEd wORk

06

CAstLE pinCknEy 26

gLEisdREiECk REsidEnz 32

sELECtEd ACAdEmiC wORk

ziEgLER COOpER sELECtEd wORk

discovery tower located in the heart of downtown houston has a very interesting and unique site. Located directly across from a 45 story office building and on the same block as a parking ga-rage. Across the street is Discovery Green a large park in front of the convention center offering immense opportunity to exploit the views from Discovery Tower onto the park and the downtown sky-scrapers. This unique site is only 250’ by 90’ feet wide creating a very narrow and tall apartment building. The design has proven to be difficult but that has allowed for the team to be very creative to make this building function. There are three hundred and forty apartment units creating eleven stories of parking with a lobby and loading dock on the first level. The amenity level located on the thirteenth floor was designed to be above the existing garage next door and to get premium views of the park and downtown. My role started at the end of the schematic design phase and am I currently working on a design development package for the project with my team.

discovery tower 2.

48' - 6 3/4"

CL

CL

BATH 1

BATH 2

13' - 10" x 15' - 10"LIVING

11' - 3" x 11' - 11"DINING

9' - 8" x 20' - 1"KITCHEN

11' - 3" x 12' - 3"BEDROOM 2

12' - 5" x 13' - 0"BEDROOM 1

W/D

PREF

L

DW P

AC

CL

BALCONY

S

0' 4' 8' 16'1/8" = 1' - 0"

NET RENTABLEBALCONYGROSS RENTABLECOUNT

1483 SF71 SF

1554 SF21

JUNE 6, 2014ZCA RESIDENTIAL 2014. ALL RIGHTS RESERVED. ZIEGLER COOPER OWNS THE OVERALL CONCEPTURAL DESIGNPREPARED AND DEVELOPED FOR THE PROJECT AND THE INTANGIBLE EXCLUSIVE RIGHTS OR COPYRIGHTS HEREIN.

B1 A6 A3 JR1 B3

B4 A2 A7 A5 A4 A5.1 B2

UNIT B1DISCOVERY TOWER

9' - 9" x 16' - 7"DINING

9' - 9" x 15' - 11"KITCHEN

13' - 9" x 13' - 11"LIVING

12' - 5" x 12' - 0"BEDROOM 2

12' - 0" x 12' - 0"BEDROOM 1

L

33' -

4" L

AC W/D

CL

BATH 1

CL

P

P

CL

CL

BATH 2

DW REF

BALCONY

FOYER

0' 4' 8' 16'1/8" = 1' - 0"


1487 SF87 SF

1574 SF20


B1 A6 A3 JR1 B3

B4 A2 A7 A5 A4 A5.1 B2

UNIT B2DISCOVERY TOWER

AC

13' - 4" x 11' - 3"LIVING

13' - 8" x 8' - 9"KITCHEN

14' - 2" x 11' - 3"BEDROOM

L

W/D

CL

BATH

CLOSET

DW

REF

31' - 3"

33' -

4"

S

BALCONY

S

0' 4' 8' 16'1/8" = 1' - 0"


842 SF52 SF

894 SF23


B1 A6 A3 JR1 B3

B4 A2 A7 A5 A4 A5.1 B2

UNIT A2DISCOVERY TOWER

11' - 7" x 14' - 11"LIVING

12' - 1" x 12' - 9"BEDROOM

AC

DWLP

W/D

BALCONY

CL

10' - 11" x 10' - 10"KITCHEN

REF

BATH

29' -

11"

30' - 0"

CL

S

0' 4' 8' 16'1/8" = 1' - 0"


813 SF79 SF

892 SF27


B1 A6 A3 JR1 B3

B4 A2 A7 A5 A4 A5.1 B2

UNIT A3DISCOVERY TOWER

disCOvERy tOwER | 7

Site Map

unit plans

Amenity Deck Pool View

Building Entry

1st Level plan

Amenity Level plan

Typ. Unit Level Plan

Typical Building SectionsDISCOVERY TOWER | 9

Located just blocks from the heart of downtown, 800 Bell was built in 1962 and the 44 level structure was the tallest building west of the Mississippi River. Fifty two years later the once iconic building is in desperate need of repair and will transform it into a class A office building to keep up with Houston’s upbeat market. The renovation will add over 100,000 square feet of new rentable area by increasing the structural slab on every level The design also incorporates the redevelopment of the Grand Plaza along Bell Street, updating the downtown tunnel system, renovation of the lobby, and re-cladding of the building in high-performance glazing. A highlight of the building will be the new illuminated crown that will be able to be seen from all over the city. Ziegler Cooper is the design architect of this building and Kendall Heaton is the project architect. I oversaw this building from the end of the schematic design phase to 100% design development.

800 bell

800 BELL | 11

Existing Building

site plan

C

LEvEL 43620' - 6"

LEvEL 44634' - 6"

pEnthOusE647' - 0"

ROOF662' - 0"

tOp OF pARApEt672' - 2 3/8"

1

1

2

2

10'-21/4"

15'-0 "3'-6"

9'-0"5'-0"

9'-0"

1'-0"

A72.014

C

LEvEL 43620' - 6"

LEvEL 44634' - 6"

pEnthOusE647' - 0"

ROOF662' - 0"


15'-0 "3'-6"

9'-0"5'-0"

9'-0"

3

gL21Clear

?

?

gL21Clear

gL21Clear

insulation/

thermalBarriers

-Rigid

insulation

10'-2 1/4"

tOp OF wALking dECk 4"ABOvE COnCREtE sLAB.

2 1/

2"

mEtAL pAnEL

1

LEvEL 43620' - 6"

LEvEL 44634' - 6"

pEnthOusE647' - 0"

ROOF662' - 0"


This document is released forinterim review under the authorityof John Bellian, 19524 It IS NOT

TO BE USED FOR regulatoryapproval, bidding, permit, or

construction purposes.

shEEt titLE

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2013 Ziegler Cooper ArchitectsArchitect shall own the overall conceptual design prepared and developed

for the project on the intangible exclusive rights or copyright therein.

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700 Louisiana street, Suite 350Houston, Texas 77002

713.374.0000www.zieglercooper.com

ARCHITECT OF RECORD

STRUCTURAL ENGINEERthe sterling Engineering Group Of Companies

17355 village green driveHouston, Texas 77040

281.583.7088

MEP ENGINEERI. A. Naman + Associates, Inc.

Two Greenway Plaza, Suite 700Houston, Texas 77046

713.860.3600

LANDSCAPE ARCHITECT

CIVIL ENGINEERwalter p. moore

1301 McKinney, Suite 1100Houston, Texas 77010

713.630.7300

the Office of James Burnett3313 d'Amico AvenueHouston, Texas 77019

713.529.9919

REvisiOns

dAtE dEsCRiptiOn

shEEt sCALE:

12-20-2013 ISSUE FOR DD REVIEW

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Bell _

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As indicated

A34.051081601

EnLARgEdBuiLdingsECtiOns

800 BELL

KEYNOTE LEGEND

1 typiCAL ACCEnt BAnd2 CEiLing muLLiOn JOint3 CROwn w/ mEtAL pAnELing

gEnERAL nOtEs

1/2" = 1'-0" 1SECTION ENLARGED CROWN @ GL5 1/2" = 1'-0" 2SECTION ENLARGED CROWN @ GL2 1/2" = 1'-0" 3SECTION ENLARGED CROWN @ GL1

3D BUILDING KEY LEGEND

nO dAtE dEsCRiptiOn

Cafe | Courtyard view Crown sections

gROund60' - 0"

LEvEL 294' - 0"

9

LEvEL 3107' - 0"

mEzzAninE79' - 0"

4'-0

"11'-0

"19'-0

"4

'-0"

1

2

8'-0"

7

8

9

10

11

12

5

5

gROund60' - 0"

LEvEL 294' - 0"

1

LEvEL 3107' - 0"

mEzzAninE79' - 0"

19'-0

"15'-0

"4

'-0"

2

2

13

14

12

2'-6"

11

5

57

7

gROund60' - 0"

LEvEL 294' - 0"

g

LEvEL 3107' - 0"

mEzzAninE79' - 0"

3

4

5

3'-9"

1'-11

1/2

"19'-3 1

/2"

9'-0"

5

6

6

1

1

2

15

4'-0"




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ARCHITECT OF RECORD



281.583.7088



713.860.3600

LANDSCAPE ARCHITECT



713.630.7300


713.529.9919

REvisiOns

dAtE dEsCRiptiOn

shEEt sCALE:


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CA

_800

Bell _

AR

Ch

mA

in-

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L_sl

ively

.rvt

12/1

9/2

013

7:1

7:2

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As indicated

A34.041081601

EnLARgEdBuiLdingsECtiOns

800 BELL

KEYNOTE LEGEND

1 typiCAL CuRtAinwALL dOuBLE stACkJOint w/ 8" ACCEnt BAnd

2 CEiLing muLLiOn JOint3 gyp. BOARd OvER 6" mEtAL studs4 LARGE BASE ACCENT BAND,

COntinOus ALuminum5 Existing FLOOR sLAB And

stRuCtuRE tO REmAin.6 nEw FLOOR sLAB ExtEntiOn REFER

tO stRuCtuRAL dRAwings FORdEtAiLs.

7 typiCAL CuRtAinwALL dOuBLE stACkJOint

8 nEw COnCREtE stRuCtuRE tO ALignwith sidE wALk LEvEL.

9 REMOVE PORTION OF EXISTINGstRuCtuRE tO ALLOw nEwCOnditiOn tO OCCuR.

10 pAiR OF pAintEd mEtAL dOORs AndFRAmEs. pROvidE pAniC hARdwAREAt intERiOR. FLush pLAtE with nOhARdwARE ExtERiOR.

11 1 1/2" gRAnitE pAnELs with 2" RigidFOAm gLAss insuLAtiOn OvERwAtER pROOFing mEmBRAnE On 5/8"shEEting OvER 8" 14 gAgE mEtALstuds At 16" O.C.

12 diAgOnAL BRACing At 48" O.C.13 pROvidE stEEL gRAtE At LOuvER AiR

VENT LOCATIONS (75% FREE AIR)14 nEw COnCREtE stRuCtuRE tO ALL

nEw COnditiOns tO OCCuR.15 CuRtAinwALL systEm gLAss dOuBLE

dOOR

gEnERAL nOtEs

1/2" = 1'-0" 2ENLARGED SECTION WEST ENTRY 1/2" = 1'-0" 3ENLARGED SECTION EAST BASE 1/2" = 1'-0" 1ENLARGED SECTION SOUTH ENTRY


nO dAtE dEsCRiptiOn

800 BELL | 13

Enlarged Elevation Enlarged section

C d

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

6A34.01

5A34.01

3A34.01

4A34.01

12'-6 "12'-6 "

3'-71/2"

8'-101/2"

3'-71/2"

8'-101/2"

1

1

2

3

4

5

7

4

7

9

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

8

9

4

3

8

89

4

3

9

4

3

9

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

12' -

6"

12' -

6"

3

4

4

8

3

3

C d

A71.012

3'-9" 4'-8 3/4" 4'-8" 4'-8"

4'-8" typ4'-8

" typ

6

4 5

29'-9"

2'-7 1/2"

C d

4'-8

" typ

3'-10 1/4" 4'-7 1/2" 4'-8" typ

29'-9"

5

GENERAL NOTES

1. typiCAL CuRtAin wALL muLLiOnSPACING TO BE 4’-8” OC.

2. FLOORS 9, 21 AND 33 ARE THEExisting mEChAniCAL LEvELs tOBE REnOvAtEd intO LEAsABLEFLOORs. mOdiFy ELEvAtORs AndELEvAtOR COntROLs tO pROvidEthE nECEssARy stOps At thEsELEvELs And pROvidE nEw tOiLEtROOms tO mAtCh thE typiCALLOW, MID AND HIGH RISE FLOORSAS REQUIRED. LEVELS 9, 21, AND33 FLOOR pLAns ARE nOt pARt OFthis sEt.

3. ABAndOnEd mEChAniCALshAFts And ABAndOnEd stAiRshAFt tO BE REmOvEd And hAvEnEw COnCREtE FLOOR sLAB inFiLL.typiCAL At ALL FLOORs whERECOnditiOns OCCuR.

4. EnLARgEd CORE pLAns tO BEpROvidEd By khA. RE: shEEtA41.01 - A41.43

5. dEmOLitiOn pLAn tO BEpROvidEd By khA.RE: A20.01, A20.02, A20.42, A20.CL




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ARCHITECT OF RECORD



281.583.7088



713.860.3600

LANDSCAPE ARCHITECT



713.630.7300


713.529.9919

REvisiOns

dAtE dEsCRiptiOn

shEEt sCALE:


C:\R

evit

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CA_

800

Bel

l _AR

Ch

mAi

n-C

EntR

A L_s

livel

y .rv

t12

/19/

2013

7 :16

:43

p m

As indicated

A34.011081601

EnLARgEdBuiLdingELEvAtiOns AndwALL sECtiOns

800 BELL

KEYNOTE LEGEND

1 typiCAL CuRtAin wALL stACk JOintAt FLOOR LEvELs

2 typiCAL CAptuREs CuRtAin wALLMULLION CAP (1" DEEP)

3 SPANDREL GLASS (GL-3)4 VISION GLASS (GL-1)5 PREFINISHED (PAINTED) METAL

FLAshing. COLOR tO mAtCh C.n.systEm

6 EdgE OF stRuCtuRAL COnCREtEFLOOR sLAB. REFER tO stRuCtuRALdwgs FOR EdgE OF sLABCOnditiOns

7 PREFINISHED (PAINTED) METAL SOFFITpAnELs. COLOR tO mAtCh Cw.systEm

8 Existing BuiLding FLOOR sLAB AndstRuCtuRE tO REmAin

9 TYPICAL CURTAINWALL DOUBLE STACKJOint w/ 8" ACCEnt BAnd

1/4" = 1'-0" 2ENLARGED WEST BALCONYELEVATION

1/4" = 1'-0" 5WEST WALL SECTION AT MECHFLOOR CORNER

1/4" = 1'-0" 6WEST WALL SECTION AT MECHFLOOR INSET

1/4" = 1'-0" 3PLAN ENLARGED BALCONYCORNER LV 33

1/4" = 1'-0" 4PLAN ENLARGED BALCONYCORNER LV 34

3D ISO MECH BALCONY 33 CORNER


nO dAtE dEsCRiptiOn

1 2

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

1A34.02

2A34.02

4A34.02

5A34.02

1

2

7

1

2

7

10

C

1 2

4'-8"

4'-8"

4'-8"

A73.0111

A73.0110

C

1 2

15'-1 1/2" 23'-4"

8'-8"

4'-8" 4'-8" 4'-8" 4'-8"

1'-81/2"

3'-111/2"

A73.019

A73.018

86

59

C

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

A72.013

5 6 3

2

4

5 6

2

4

5 6

2

4

C

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

A72.011

2

3

4

5 6

5 6

5 6

2

4

GENERAL NOTESREFER tO A41.xx sERiEs OFdRAwings FOR EnLARgEd COREPLAN INFORMATION (U.O.N.)

CORRidOR shOwn FOR muLt-tEnAnt FLOORs OnLy. CORRidORis shOwn FOR inFORmAtiOn;CORRidOR is nOt in COntRACt.

REFER tO g00.02 FOR pROJECtGENERAL NOTES, ABREVIATIONS &symBOLs.

Existing COnstRuCtiOn tOREMAIN IS SHOWN HALF TONE ( )nEw COnstRuCtiOn is shOwn AsSOLID ( ) LINE WORK.

BuiLding EnvELOpE dimEnsiOnsARE tO intERiOR FACE OF CuRtAinwALL systEm.

REFER tO stRuCtuRAL dRAwingsFOR SLAB EXTENTION DETAILS &stRuCtuRAL FRAmingREinFORCing.

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D.

E.

F.




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ARCHITECT OF RECORD



281.583.7088



713.860.3600

LANDSCAPE ARCHITECT



713.630.7300


713.529.9919

REvisiOns

dAtE dEsCRiptiOn

shEEt sCALE:


C:\R

evit

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ls\z

CA_

800

Bel

l _AR

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mAi

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EntR

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As indicated

A34.021081601


800 BELL

KEYNOTE LEGEND

1 8" pREFinishEd ALuminum ACCEntBAnd By CuRtAinwALLmAnuFACtuRER.

2 SPANDREL GLASS (GL-4)3 typiCAL CuRtAinwALL dOuBLE stACk

JOint w/ 8" ACCEnt BAnd4 VISION GLASS (GL-1)5 Existing BuiLding FLOOR sLAB And

stRuCtuRE tO REmAin6 nEw FLOOR sLAB ExtEntiOn REFER

tO stRuCtuRAL dRAwings FORdEtAiLs

7 8" ACCEnt BAnd - mEtAL pAnELpREFinishEd tO mAtCh Cw systEmBy Cw mAnuFACtuRER

8 PREFINISHED (PAINTED) METALFLAshing. COLOR tO mAtCh C.n.systEm

9 EDGE OF STRUCTURAL CONCRETEFLOOR sLAB. REFER tO stRuCtuRALdwgs FOR EdgE OF sLABCOnditiOns


3D ISO MECH 33 CORNER

1/4" = 1'-0" 3ENLARGED NORTH MECH CORNERELEVATION

1/4" = 1'-0" 1PLAN ENLARGED MECH CORNER LV33


1/4" = 1'-0" 5NORTH WALL SECTION AT MECHFLOOR CORNER

1/4" = 1'-0" 4NORTH WALL SECTION AT MECHFLOOR INSET


nO dAtE dEsCRiptiOn

1 2

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

1A34.02

2A34.02

4A34.02

5A34.02

1

2

7

1

2

7

10

C

1 2

4'-8"

4'-8"

4'-8"

A73.0111

A73.0110

C

1 2

15'-1 1/2" 23'-4"

8'-8"

4'-8" 4'-8" 4'-8" 4'-8"

1'-81/2"

3'-111/2"

A73.019

A73.018

86

59

C

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

A72.013

5 6 3

2

4

5 6

2

4

5 6

2

4

C

LEvEL 33494' - 0"

LEvEL 34506' - 6"

LEvEL 35519' - 0"

A72.011

2

3

4

5 6

5 6

5 6

2

4

GENERAL NOTESREFER tO A41.xx sERiEs OFdRAwings FOR EnLARgEd COREPLAN INFORMATION (U.O.N.)

CORRidOR shOwn FOR muLt-tEnAnt FLOORs OnLy. CORRidORis shOwn FOR inFORmAtiOn;CORRidOR is nOt in COntRACt.

REFER tO g00.02 FOR pROJECtGENERAL NOTES, ABREVIATIONS &symBOLs.

Existing COnstRuCtiOn tOREMAIN IS SHOWN HALF TONE ( )nEw COnstRuCtiOn is shOwn AsSOLID ( ) LINE WORK.

BuiLding EnvELOpE dimEnsiOnsARE tO intERiOR FACE OF CuRtAinwALL systEm.

REFER tO stRuCtuRAL dRAwingsFOR SLAB EXTENTION DETAILS &stRuCtuRAL FRAmingREinFORCing.

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ARCHITECT OF RECORD



281.583.7088



713.860.3600

LANDSCAPE ARCHITECT



713.630.7300


713.529.9919

REvisiOns

dAtE dEsCRiptiOn

shEEt sCALE:


C:\R

evit

Loca

ls\z

CA_

800

Bell _

ARC

hm

Ain

-CEn

tRA L

_sliv

ely .

rvt

12/1

9/20

137 :

17:1

3p m

As indicated

A34.021081601


800 BELL

KEYNOTE LEGEND

1 8" pREFinishEd ALuminum ACCEntBAnd By CuRtAinwALLmAnuFACtuRER.

2 SPANDREL GLASS (GL-4)3 typiCAL CuRtAinwALL dOuBLE stACk

JOint w/ 8" ACCEnt BAnd4 VISION GLASS (GL-1)5 Existing BuiLding FLOOR sLAB And

stRuCtuRE tO REmAin6 nEw FLOOR sLAB ExtEntiOn REFER

tO stRuCtuRAL dRAwings FORdEtAiLs

7 8" ACCEnt BAnd - mEtAL pAnELpREFinishEd tO mAtCh Cw systEmBy Cw mAnuFACtuRER

8 PREFINISHED (PAINTED) METALFLAshing. COLOR tO mAtCh C.n.systEm

9 EDGE OF STRUCTURAL CONCRETEFLOOR sLAB. REFER tO stRuCtuRALdwgs FOR EdgE OF sLABCOnditiOns


3D ISO MECH 33 CORNER

1/4" = 1'-0" 3ENLARGED NORTH MECH CORNERELEVATION



1/4" = 1'-0" 5NORTH WALL SECTION AT MECHFLOOR CORNER

1/4" = 1'-0" 4NORTH WALL SECTION AT MECHFLOOR INSET


nO dAtE dEsCRiptiOn

Enlarged plans

800 BELL | 15

PMrG AMenity buildinG The PMRG Amenity Building sits in between an existing office building and a currently under construction office building. The purpose of the amenity building is to serve both buildings as a retreat with a café, fitness center, locker rooms, and conference center. The small building is primarily a precast panel system with metal paneling along the front façade and storefront glass within the café. The locker rooms and fitness center were a huge bonus to the PMRG development and allowed both buildings to utilize the open space in between them. This building skipped issue for design development and went straight to permit. I saw the build-ing through the end of schematic design to issue for permit.

APRIL 01, 2014

4 / A

31.0

1

1 / A

31.0

1

2 / A31.01

3 / A31.01

A

9

B

C

D

E

F

G1

H

J

K

L

M

8 7 6 5 4 3 2 1A

7' - 8" 4' - 7" 13' - 2" 11' - 11"

2' - 1"

4' - 5" 19' - 8" 13' - 3"

6' -

10 1

/2"

11' -

3"

19' -

0"

14' -

6"

14' -

6"

11' -

0"

10' -

0"

13' -

0 3

/4"

3' -

11"

18' -

0"

16' -

0"

PRE-CONF108

LEASEABLE SPACE102

CONF RM109A

FITNESS113

66' - 0"

78' -

10

1/2"

G2

A41.041

A41.021

A41.025

WOMENSLOCKERROOM

112

MENS LOCKEROOM110

3 / A51.01

2 / A51.01

7 1/2" 4' - 3 1/2" 6' - 7" 4' - 8" 5' - 9" 4' - 8" 6' - 7" 4' - 11"

1' - 6 1/4"9' - 10 1/8" 2' - 4 3/4"

2' - 5 3/4" 2' - 5 5/8"

2' - 4 3/4" 9' - 10 1/8"11 5/8"

GYM MAT

MAIN CORRIDOR100

ELEC105

JANITOR106

WOMENSRESTROOM

107A

MENSRESTROOM

107B

1B

CANOPY ABOVE

16' -

0"

21' -

11"

22' -

6 3

/4"

1' -

3"24

' - 9

"14

' - 6

"19

' - 0

"18

' - 1

1/2

"1'

- 3"

1' - 3" 7' - 8" 9" 17' - 0" 18' - 5" 1' - 1" 18' - 7" 1' - 3"

1' -

8 5/

8"

6A31.01

5A31.01

G3

G3G3

G3G3

G3

C4

C4

G3

A4

C4

G3G3

A3

105

106

110

112

113N

109A

109B

113

100S

102S

CONF RM109B

8' - 5"TYP.4' - 0"

TYP.2' - 0"

3' -

10 1

/2"

4' -

0"10

' - 0

1/4

"19

' - 1

1 1/

4"1'

- 5"

1' -

5"

124'

- 10

7/8

"17

' - 0

1/2

"

18' -

0"

9' -

0"12

' - 0

"58

' - 8

7/8

"6'

- 10

1/2

"

3' - 4" 2' - 3" 4' - 0"2' - 0"

TYP.4' - 0" TYP.

2' - 0"

3' -

2 5/

8"

TYP.

4' -

0"

TYP.

2' -

0"

A83.023

A83.024

A83.025

A83.021

A83.022

10' - 8 3/4" 66' - 6 3/8"

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

2' - 6"

A83.033

1 / A51.01

22' - 0"

11' -

6"

1SHEET

102N

109N

1' - 6"

G4

C4C4

G4

108

G4C4

A4A4G4

?

G3G3G3

G3

C4

6 1/

8"

4' -

0 1/

2"

2' -

0"

4' -

0"

2' -

3"

3' -

9"3'

- 2"

1' -

3 1/

2"6'

- 5"

1' -

2"4'

- 0

7/8"

4' -

0"2'

- 0"

102

1' - 5"

19' -

2 1

/2"

63' - 7"

46' -

2"

F3 F3

G4

G3

G3

G3

G3

100N

A

9

B

C

D

E

F

G1

H

J

K

L

M

8 7 6 5 4 3 2 1A

G2

1B

10' - 0"AFFC2

10' - 0"AFFC2

10' - 0"AFFC2

10' - 0"AFFC1

10' - 8 1/4"

10' - 0"AFFC2

10' - 0"AFFC2

A41.028

A41.028

O.H.

EQEQ

X1

A2

A2

A2

A2

A5A5A5A5

A5 A5 A5 A5

A5A5A5A5

A2

A2

H H

A2

A2D4

2' - 6"

3' -

1"23

' - 0

3/4

"21

' - 1

1"16

' - 0

"3'

- 7

1/4"

67' -

8"

3' - 7" 12' - 3" 25' - 1" 26' - 2" 13' - 3" 3' - 6 1/2"

83' - 10 5/8"

EXTERIOR CANOPY

AVADECKCANOPY

16' - 0"AFFC1

EQ. 8' - 11" 8' - 11" 8' - 11" 8' - 11" 8' - 11" 8' - 11" EQ.

D4D4D4D4 D4D4 D4

10' - 0"AFFC2

10' - 6"AFFC1

10' - 6"AFFC1

10' - 6"AFFC1

D4D4 D4D4D4D4D4D4 D4

B1

B1

B1

B1

C1 C1

6' - 7 1/2" 6' - 7 1/2"6' - 7 1/2" 6' - 7 1/2"

9' - 2"

COVELIGHTING

ABOVE

NOT IN SCOPE

C1

9' - 0" AFFC1

OF T EXAS

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700 Louisiana Street, Suite 350Houston, Texas 77002


REVISIONS

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M A21.011080702

LEVEL 1 -ARCHITECTURALPLAN & RCP

PMRG WCPIIAMENITY BLDG

03/21/2014

1/8" = 1'-0" 1LEVEL 01 - FLOOR PLAN

01 REFER TO SHEET G1 FOR GENERALNOTES AND KEYS TO SYMBOLS

04 FIELD VERIFY ALL EXISTING CONDITIONSAND REPORT ANY DISCREPANCIES IN

PLAN TO THE ARCHITECT AND ENGINEERBEFORE ANY WORK COMMENCES.

07 BUILDING FIRE PROTECTION SHALL BECOMPLETED BY APPROVED,TEXAS-LICENSED CONTRACTOR.

GENERAL CONTRACTOR SHALLCOORDINATE WORK AS NECESSARY.

08 GENERAL CONTRACTOR TO COORDINATEALL LOCATIONS/DIMENSIONS OF BUILT-INFURNISHINGS, FIXTURES ANDEQUIPMENT WITH OWNER

11 ALL DIMENSIONS ARE TO FACE OFGYPSUM BOARD UNLESS NOTEDOTHERWISE.

12 ALL WOOD BLOCKING AND COMPONENTSWITHIN PARTITIONS AND CEILING

PLENUM, SHALL BE FIRE RETARDANT.15 FOR PARTITION INFORMATION, REFER TO

SHEET A01.01.17 REFER TO SHEET G00.02 FOR TYPICAL

MOUNTING HEIGHTS OF WALL DEVICES.22 EXISTING HARDWARE TO REMAIN.

REPAIR AS REQUIRED TO MAKE FUNCTIONABLE. NEW HARDWARE TO

MATCH EXISTING TO REMAIN. REFER TOHARDWARE SCHEDULE FOR ADDITIONALINFORMATION.

23 ALL CARD KEY ACCESS EQUIPMENTSHALL BE PROVIDED AND INSTALLED BY

OWNER TENANT'S APPROVED SECURITYSUBCONTRACTOR. CONTRACTOR SHALLCOORDINATE WORK.

25 SCRIBE ALL MILLWORK TO ADJACENTSURFACES WHERE REQUIRED.

GENERAL NOTESARCHITECTURAL PLANS

1/8" = 1'-0" 2LEVEL 01 - RCP 4'4'4'4'0000 8'8'8'8' 16'16'16'16'4'4'4'4'0000 8'8'8'8' 16'16'16'16'

NO DATE DESCRIPTION02.14.14 ISSUE FOR PERMIT02.21.14 ISSUE FOR PRICING

2 03.21.14 Plan Check #1

4 / A

31.0

1

1 / A

31.0

1

2 / A31.01

3 / A31.01

A

9

B

C

D

E

F

G1

H

J

K

L

M

8 7 6 5 4 3 2 1A

7' - 8" 4' - 7" 13' - 2" 11' - 11"

2' - 1"

4' - 5" 19' - 8" 13' - 3"

6' -

10 1

/2"

11' -

3"

19' -

0"

14' -

6"

14' -

6"

11' -

0"

10' -

0"

13' -

0 3

/4"

3' -

11"

18' -

0"

16' -

0"

PRE-CONF108

LEASEABLE SPACE102

CONF RM109A

FITNESS113

66' - 0"

78' -

10

1/2"

G2

A41.041

A41.021

A41.025

WOMENSLOCKERROOM

112

MENS LOCKEROOM110

3 / A51.01

2 / A51.01

7 1/2" 4' - 3 1/2" 6' - 7" 4' - 8" 5' - 9" 4' - 8" 6' - 7" 4' - 11"

1' - 6 1/4"9' - 10 1/8" 2' - 4 3/4"

2' - 5 3/4" 2' - 5 5/8"

2' - 4 3/4" 9' - 10 1/8"11 5/8"

GYM MAT

MAIN CORRIDOR100

ELEC105

JANITOR106

WOMENSRESTROOM

107A

MENSRESTROOM

107B

1B

CANOPY ABOVE

16' -

0"

21' -

11"

22' -

6 3

/4"

1' -

3"24

' - 9

"14

' - 6

"19

' - 0

"18

' - 1

1/2

"1'

- 3"

1' - 3" 7' - 8" 9" 17' - 0" 18' - 5" 1' - 1" 18' - 7" 1' - 3"

1' -

8 5/

8"

6A31.01

5A31.01

G3

G3G3

G3G3

G3

C4

C4

G3

A4

C4

G3G3

A3

105

106

110

112

113N

109A

109B

113

100S

102S

CONF RM109B

8' - 5"TYP.4' - 0"

TYP.2' - 0"

3' -

10 1

/2"

4' -

0"10

' - 0

1/4

"19

' - 1

1 1/

4"1'

- 5"

1' -

5"

124'

- 10

7/8"

17' -

0 1

/2"

18' -

0"

9' -

0"12

' - 0

"58

' - 8

7/8

"6'

- 10

1/2

"

3' - 4" 2' - 3" 4' - 0"2' - 0"

TYP.4' - 0" TYP.

2' - 0"

3' -

2 5/

8"

TYP.

4' -

0"

TYP.

2' -

0"

A83.023

A83.024

A83.025

A83.021

A83.022

10' - 8 3/4" 66' - 6 3/8"

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

2' - 6"

A83.033

1 / A51.01

22' - 0"

11' -

6"

1SHEET

102N

109N

1' - 6"

G4

C4C4

G4

108

G4C4

A4A4G4

?

G3G3G3

G3

C4

6 1/

8"

4' -

0 1/

2"

2' -

0"

4' -

0"

2' -

3"

3' -

9"3'

- 2"

1' -

3 1/

2"6'

- 5"

1' -

2"4'

- 0

7/8"

4' -

0"2'

- 0"

102

1' - 5"

19' -

2 1

/2"

63' - 7"

46' -

2"

F3 F3

G4

G3

G3

G3

G3

100N

A

9

B

C

D

E

F

G1

H

J

K

L

M

8 7 6 5 4 3 2 1A

G2

1B

10' - 0"AFFC2

10' - 0"AFFC2

10' - 0"AFFC2

10' - 0"AFFC1

10' - 8 1/4"

10' - 0"AFFC2

10' - 0"AFFC2

A41.028

A41.028

O.H.

EQEQ

X1

A2

A2

A2

A2

A5A5A5A5

A5 A5 A5 A5

A5A5A5A5

A2

A2

H H

A2

A2D4

2' - 6"

3' -

1"23

' - 0

3/4

"21

' - 1

1"16

' - 0

"3'

- 7

1/4"

67' -

8"

3' - 7" 12' - 3" 25' - 1" 26' - 2" 13' - 3" 3' - 6 1/2"

83' - 10 5/8"

EXTERIOR CANOPY

AVADECKCANOPY

16' - 0"AFFC1

EQ. 8' - 11" 8' - 11" 8' - 11" 8' - 11" 8' - 11" 8' - 11" EQ.

D4D4D4D4 D4D4 D4

10' - 0"AFFC2

10' - 6"AFFC1

10' - 6"AFFC1

10' - 6"AFFC1

D4D4 D4D4D4D4D4D4 D4

B1

B1

B1

B1

C1 C1

6' - 7 1/2" 6' - 7 1/2"6' - 7 1/2" 6' - 7 1/2"

9' - 2"

COVELIGHTING

ABOVE

NOT IN SCOPE

C1

9' - 0" AFFC1

OF T EXAS

ST A T E

DERETSIGE

R

ARCH I TECT

.TTRUK

15-3

LLUH

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SHEET NUMBER

ZCA PROJECT #



ISSUES

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014

12:4

5:51

PM A21.01

1080702

LEVEL 1 -ARCHITECTURALPLAN & RCP


03/21/2014

1/8" = 1'-0" 1LEVEL 01 - FLOOR PLAN

01 REFER TO SHEET G1 FOR GENERALNOTES AND KEYS TO SYMBOLS

04 FIELD VERIFY ALL EXISTING CONDITIONSAND REPORT ANY DISCREPANCIES IN

PLAN TO THE ARCHITECT AND ENGINEERBEFORE ANY WORK COMMENCES.

07 BUILDING FIRE PROTECTION SHALL BECOMPLETED BY APPROVED,TEXAS-LICENSED CONTRACTOR.

GENERAL CONTRACTOR SHALLCOORDINATE WORK AS NECESSARY.

08 GENERAL CONTRACTOR TO COORDINATEALL LOCATIONS/DIMENSIONS OF BUILT-INFURNISHINGS, FIXTURES ANDEQUIPMENT WITH OWNER

11 ALL DIMENSIONS ARE TO FACE OFGYPSUM BOARD UNLESS NOTEDOTHERWISE.

12 ALL WOOD BLOCKING AND COMPONENTSWITHIN PARTITIONS AND CEILING

PLENUM, SHALL BE FIRE RETARDANT.15 FOR PARTITION INFORMATION, REFER TO

SHEET A01.01.17 REFER TO SHEET G00.02 FOR TYPICAL

MOUNTING HEIGHTS OF WALL DEVICES.22 EXISTING HARDWARE TO REMAIN.

REPAIR AS REQUIRED TO MAKE FUNCTIONABLE. NEW HARDWARE TO

MATCH EXISTING TO REMAIN. REFER TOHARDWARE SCHEDULE FOR ADDITIONALINFORMATION.

23 ALL CARD KEY ACCESS EQUIPMENTSHALL BE PROVIDED AND INSTALLED BY

OWNER TENANT'S APPROVED SECURITYSUBCONTRACTOR. CONTRACTOR SHALLCOORDINATE WORK.

25 SCRIBE ALL MILLWORK TO ADJACENTSURFACES WHERE REQUIRED.

GENERAL NOTESARCHITECTURAL PLANS

1/8" = 1'-0" 2LEVEL 01 - RCP 4'4'4'4'0000 8'8'8'8' 16'16'16'16'4'4'4'4'0000 8'8'8'8' 16'16'16'16'


2 03.21.14 Plan Check #1

AmEnity BuiLding | 17

site plan

1st Level plan

Level 010"

Level 02 - T.O. LOWROOF14' - 0"

1A

Level 03 -T.O.STEEL20' - 0"

1B

1' -

9 1/

2"2

1/2"

4' -

2 1/

2"1'

- 9

1/2"

4' -

0"8'

- 0"

2' -

0"

ACM PANELWALL

7 1/2"

INSULATED GLASS INALUMINUM FRAMERE: GLAZING SCHEDULE

5' - 11 3/4"

TYP.7 1/2"

TYP.

2 1/

2"

CONC FLOOR SLABRE: STRUCTURE

METAL ANGLE FORGLAZING SUPPORT

PREFINISHED GALV. STEELCOPING OVER CONTINUOUSPRESSURE TREATED WOOD

NAILER. COLOR TO MATCH. SEEROOF NOTES

STRUCTURAL STEEL BEAMRE: STRUC DRAWINGS

TPO MEMBRANE ROOF W/R20 RIDGID INSULATION

RE: STRUCTURAL

EXTERIOR CANOPYRE: STRUCTURE

ACM PANELCLADDING

A83.037

A83.011

A83.012

A83.039

CONC.PAVERS

BEAM BEYOND

CONT. UNDERSLAB VAPOR

BARRIER

3' - 7 1/2"2' - 5 1/4"

A83.038

Level 010"


1A


1B

TYP.

2' -

0"2'

- 0"

1' -

10"

4' -

2"2'

- 0"

14' -

0"



NAILER. COLOR TO MATCH WALL.SEE ROOF NOTES


TPO MEMBRANE ROOFW/ R20" RIDGID

INSULATIONEXTERIOR CANOPY

TPO MEMBRANEROOF W/ 2"RIDGIDINSULATION

ACM METAL PANEL

METAL STUD FRAMING

2' - 11"

1 HOUR FIRERATED PRE-CASTWALL

ACM PANELCLADDING

A83.031

A83.034

22' -

0"

A83.0310

CONC.PAVERS

CONT. UNDERSLAB VAPOR

BARRIER

5/8" GYP SHEATHINGW/ CONT. AIRMOISTURE BARRIER

3/8" REVEAL (TYP.)

ROOF DRAIN

A83.038

3' - 7"2' - 5 1/4"

Level 010"


1A


2' -

0"6'

- 0"

TYP.

2' -

0"2'

- 0"

7 IN THICKPRECAST WALL



NAILER. SEE ROOF NOTES. COLORTO MATCH WALL.


TPO ROOF MEMBRANE

A83.031

22' -

0"

A83.034

3/8" REVEAL(TYP.)


5/8" GYP SHEATHINGW/ CONT. AIRMOISTURE BARRIER

CONC. PAVERSCONT. UNDER SLAB

VAPOR BARRIER

R19 BATT INSULATION

OF T EXAS

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M A33.011080702

EXTERIOR WALLSECTIONS


03/21/2014

1" = 1'-0" 1SOUTH WALL SECTION - CURTAIN WALL 1" = 1'-0" 2SOUTH WALL AND BUMP OUT SECTION

1" = 1'-0" 3SOUTH WALL SECTION - PRECAST


2 03.21.14 Plan Check #1

EXTERIOR RENDERINGAPR 01, 2014 10807.01

700 Louisiana Street, Suite 350 Houston TX 77002 713 374 0000 www.zieglercooper.com ZIEGLER COOPER

WESTCHASE PARK

Level 010"

9


8 7 6 5 4 3 2 1A


1B

2' -

0"

2' -

0"

4' -

0"14

' - 0

"

2A33.02

GL-A1GL-A1GL-A1GL-A1GL-A1GL-A1

GL-A1 GL-A1

9' - 6" 10' - 1" 10' - 1" 10' - 1" 6' - 7 1/4"

EQ.EQ.

19' - 7 3/4"

PRECASTCONCRETE

ENCLOSUREMETAL R PANEL

SEE SPEC 6' - 0"

2 HR FIREDRATED PRECASTCONCRETE

Level 010"

9


87654321A


1A33.03

1B

14' -

0"

6' -

0"2'

- 0"

3A33.02

GL-A1 GL-A1 GL-A1

GL-A1GL-A1GL-A1

GL-A1 GL-A1GL-A1 GL-A1

GL-A1GL-A1

GL-A1

GL-A1

GL-A1

GL-A1GL-A1GL-A1

KYNAR-COATEDMETAL COLUMN COVER

4' - 10 3/4"TYP.6' - 0" 8 EQ. PANELS @ 48' - 0" 4' - 8 1/4"

1/2"REVEAL(TYP)

PRECASTPANEL

MT-1

MT-1

MT-1

MT-1

MT-3 MT-3

MT-3MT-3

CANOPY:ALL MEMBERSACM-CLAD


102S 102N

16' -

0"

6' -

0"

2' - 4 3/8"

1' -

0"

MT-1

MT-1

Level 010"

A


B C D E F G1 H J K L M


1A33.01

8' -

0"1'

- 10

3/4

"6'

- 0"

2' -

1 1/

4"

2' -

4"17

' - 1

0"

G2

9' -

8 3/

4"

6' -

0"5'

- 10

3/4

"8'

- 0"

2' -

1 1/

4"

2A33.01

3A33.01

1A33.02

GL-A1 GL-A1

GL-A1GL-A1GL-A1GL-A1

GL-A1GL-A1

GL-A1 GL-A1

GL-A1

GL-A1

6' - 0" 6' - 0" 9' - 0"TYP.6' - 0" 4 EQ. PANELS @ 24' - 0" 7' - 2 1/2"

18' -

0"

1SHEET

ROOFENCLOSURE

METAL R PANELSEE SPEC

59' - 11 7/8" 12' - 1 3/8" 8' - 10 5/8"

MT-1

GL-A1GL-A1

CANOPY:ALL MEMBERSTO BE ACM -CLAD

MT-1

MT-1

1' -

0"


2 HR FIRE RATEDPRECAST PANEL

PRECAST PANEL

Level 010"

A


BCDEFG1HJKLM


G2

2' -

0"4'

- 0"

14' -

0"20

' - 2

"

ACM-CLADCANOPY

PRECASTCONCRETEW/ 3/4"REVEAL22

' - 0

"

1A33.01

2A33.02

GL-A1 GL-A1 GL-A1 GL-A1 GL-A1

GL-A1GL-A1GL-A1GL-A1GL-A1GL-A1

7' - 3" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"

9' - 2 1/4" 9' - 11 1/2" 9' - 11 1/2" 9' - 11 1/2" 9' - 11 1/2" 9' - 11 1/2" 9' - 11 1/2" 9' - 11 1/2"

6' - 8" 6' - 8" 5' - 8"

ALI

GN

MT-1

MT-1

MT-3MT-3 MT-3

?

GL-A1

KYNAR-COATED METALCOLUMN COVER

PRECASTCONCRETEW/ 3/4"REVEAL METAL R PANEL

ENCLOSURESEE SPECS

KYNAR-COATED METALCOLUMN COVER

Level 010"

A


BCDEFG1HJKLM


22' -

0"

G2

2' -

0"8'

- 0"

10' -

0"

3' - 7 1/4" 14' - 3 3/8" 1' - 8 5/8"

10' -

0"

Level 010"

9


8 7 6 5 4 3 2 1A


1B

A33.013

OPENSPACE

OF T EXAS

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1080702

EXTERIORELEVATIONS &BLDG SECTIONS


03/21/2014

1/8" = 1'-0" 3EAST ELEVATION 1/8" = 1'-0" 2WEST ELEVATION

1/8" = 1'-0" 4SOUTH ELEVATION

1/8" = 1'-0" 1NORTH ELEVATION

1/8" = 1'-0" 5EAST/WEST BUILDING SECTION

GLAZING SCHEDULEMaterial: Description Material: Manufacturer Material: Name Material: Comments

GL-A1 VIRACON A - GL-A1 VISION VE1-2M #2, U VALUE= 0.29, SHGC = 0.38


1 03.07.14 ADDENDUM #12 03.21.14 Plan Check #1

1/8" = 1'-0" 6NORTH/SOUTH BUILDING SECTION

AMENITY BUILDING | 19

Five cHAsewood Located in the Chasewood Technology Park, Five Chasewood is a five-story class A office building. The office building features a gently curved west façade, while the east façade is more tradi-tional pre-cast and glass combination. Five Chasewood is one of six proposed office buildings along with a hotel and a few res-taurants within the developing site plan and will offer an adjacent courtyard for people to utilize throughout the day. The lobby has a unique ceiling that cascades up as you walk in pulling the focus on an illuminated wood wall backdrop at the end of the room. Details within the curtain wall system, panel reveals, material connections, and overall palette create an architecturally unique office building. I joined this project my first day at Ziegler Cooper and saw it through the end of Design Development and Issue for Permit, Construction Drawings.

ZIEGLER COOPER

CHASEWOOD Technology Park

AERIALS

FIVE CHASEWOOD

AUGUST 01, 2012

1 2 3 4 5 6

C

d

7 8

B

E

9

A

MECHANICAL0104

FIRE CMD0102

STAIR 10103

STAIR 20111

FIRE PUMPROOM0114

LOBBY0101

16'-2" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 16'-6" 4'-6"

MAINELECT.ROOM0116

1A3.2.01

CORRIDOR0108

1A3.2.02

F

13'-2

"30

'-3"

22'-1

1"1'-

7"28

'-9"

16'-2" 30'-0" 30'-0" 30'-0" 10'-0" 20'-0" 30'-0" 20'-0" 10'-0" 16'-6" 4'-6"

70'-0" 31'-0"

R58

2'- 3

"

35'-8

1/2"

69'-8

1/2"

9 1/2"

27'-1

1 1/2"

R 5

84' -

5"

ELECTRICAL0113

A4.1.011

0101A

0108B

0104

A

0117

C

0113

A

0116B

0102A

0108C

MEN0109

WOMEN0110

ELECTRICAL0105

JAN0107

DATA0106

0109

A01

10A

0107A

0106A

0105A

23'-1

1 3/4"

1'-8 1/2"

5'-4 1

/2"

68'-0

1/2"

1'-8 1

/2"

13'-0"

218'-10 1/2"

16'-1

"

MAIL-ALCOVE0115

0111

B

0108A

A7.2.015

A7.2.014

A7.2.013

12'-0"

2'-2"

5'-9"

8'-6"

12'-5

"

14'-8

3/4"

15'-6

"

5'-1"

16'-1

3/4"

A4.2.021

9'-0 1

/4"9'-

6"13

'-11"

0114A

0115A

0116A

0111A

0108

d

0117A

11.75°

1'-6"

129'-2"

0101C

A4.1.012

This document is released forinterim review. It IS NOT TO BEUSED FOR regulatory approval,bidding, permit, or construction

purposes.

700 Louisiana, Suite 350 Houston, TX 77002 713-374-0000

issuEs And REvisiOns

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Genesis CapitalPartners XXII, Ltd.

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A2.1.0110648.11

LEvEL 1 pLAn

FivEChAsEwOOd

09/13/13

1/8" = 1'-0"1 LEvEL 1 FLOOR pLAn

nO dAtE dEsCRiptiOn

1 01/15/2009 ISSUE FOR MORTGAGE PACKAGE2 01/29/2009 Mortgage Package Revision #13 03/19/2013 Mortgage Package Revision #24 05/28/2013 issuE FOR OwnERs REviEw5 07/19/2013 ISSUE FOR DESIGN

dEvELOpmEnt6 07/26/2013 issuE FOR CiviL dEvELOpmEnt7 09/13/2013 ISSUE FOR PERMIT/TDLR AND BID

1. dimEnsiOns ARE tO OutsidE FACE OFgLAss

2. dimEnsiOns tO intERiOR pARtitiOns AREtO thE FACE OF stud u.n.O.

PLAN NOTES

FivE ChAsEwOOd | 21

master site plan

LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

9

2'-8 1

/2"6"

2'-0"

8'-6"

2'-3 1

/2"3'-

2 1/2"

A7.1.014

A7.1.015

A7.1.013

ALuminum CuRtAinwALL systEm


COmpOsitE mEtAL pAnEL

LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

B A4A3.3.02

gL-1B gL-1B gL-1B gL-1B gL-1B

gL-1A gL-1AgL-1AgL-1AgL-1AgL-1A

gL-1B

gL-1CgL-1CgL-1CgL-1CgL-1CgL-1C


gL-2A

gL-2A

gL-2A

gL-2A

gL-2A

gL-2A gL-2A

gL-2A gL-2A

gL-2A

1

A3.3.02

gL-1B gL-1B gL-1B gL-1B gL-1B gL-1B

6

A3.3.05

LEvEL 10124' - 0"

ROOF138' - 6"

B A

ROOF CORE137' - 6"

gL-1AgL-1AgL-1AgL-1A

gL-1C gL-1C gL-1C gL-1C

gL-1B gL-1B gL-1B gL-1B

gL-1BgL-1BgL-1BgL-1B


8A3.3.02


5

A3.3.02

LEvEL 10124' - 0"

ROOF138' - 6"

9

ROOF CORE137' - 6"

6"3'-

8 1/2"

3'-3 1

/2"9"

3"3"4'-

6"6'-

5 1/2"

2'-0 1

/2"

3"

3"

7'-6"

1'-0"

4'-9"

8'-9"

A7.1.016

sim

A7.1.031

sim


tpO ROOFing On COnCREtE dECk


B

9

A4A3.3.02

TYP.5'-0" 3'-2" 1'-9 1/2"

TYP.

5'-0"

1'-6"

4'-6"

B

9

A8A3.3.02

2'-10

1/2"

TYP.

5'-0"

5'-0"

TYP.5'-0" 2'-3"


purposes.



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EnLARgEdELEVATIONS &wALL sECtiOns

FivEChAsEwOOd

09/13/13 1/4" = 1'-0"4

EAst FACAdE COnditiOn 1 - BAsEsECtiOn

1/4" = 1'-0"2

EAst FACAdE COnditiOn 1 - BAsEELEvAtiOn

1/4" = 1'-0"6

EAst FACAdE COnditiOn 1 - pARApEtELEvAtiOn

1/4" = 1'-0"8

EAst FACAdE COnditiOn 1 - pARApEtsECtiOn

3

EAst FACAdE COnditiOn 1 - BAsE 3dviEw7

EAst FACAdE COnditiOn 1 - pARApEt3d viEw

1/4" = 1'-0"1 EAst FACAdE COnditiOn 1 - LEvEL 1 1/4" = 1'-0"5

EAst FACAdE COnditiOn 1 - typiCALpLAn

nO dAtE dEsCRiptiOn

1 09/13/2013 ISSUE FOR PERMIT/TDLR AND BID

LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

9

2'-8 1

/2"6"

2'-0"

8'-6"

2'-3 1

/2"3'-

2 1/2"

A7.1.014

A7.1.015

A7.1.013




LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

B A4A3.3.02



gL-1B



gL-2A

gL-2A

gL-2A

gL-2A

gL-2A

gL-2A gL-2A

gL-2A gL-2A

gL-2A

1

A3.3.02


6

A3.3.05

LEvEL 10124' - 0"

ROOF138' - 6"

B A

ROOF CORE137' - 6"






8A3.3.02


5

A3.3.02

LEvEL 10124' - 0"

ROOF138' - 6"

9

ROOF CORE137' - 6"

6"3'-

8 1/2"

3'-3 1

/2"9"

3"3"4'-

6"6'-

5 1/2"

2'-0 1

/2"

3"

3"

7'-6"

1'-0"

4'-9"

8'-9"

A7.1.016

sim

A7.1.031

sim




B

9

A4A3.3.02

TYP.5'-0" 3'-2" 1'-9 1/2"

TYP.

5'-0"

1'-6"

4'-6"

B

9

A8A3.3.02

2'-10

1/2"

TYP.

5'-0"

5'-0"

TYP.5'-0" 2'-3"


purposes.



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FivEChAsEwOOd

09/13/13 1/4" = 1'-0"4


1/4" = 1'-0"2


1/4" = 1'-0"6


1/4" = 1'-0"8


3





nO dAtE dEsCRiptiOn


LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

9

2'-8 1

/2"6"

2'-0"

8'-6"

2'-3 1

/2"3'-

2 1/2"

A7.1.014

A7.1.015

A7.1.013




LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

B A4A3.3.02



gL-1B



gL-2A

gL-2A

gL-2A

gL-2A

gL-2A

gL-2A gL-2A

gL-2A gL-2A

gL-2A

1

A3.3.02


6

A3.3.05

LEvEL 10124' - 0"

ROOF138' - 6"

B A

ROOF CORE137' - 6"






8A3.3.02


5

A3.3.02

LEvEL 10124' - 0"

ROOF138' - 6"

9

ROOF CORE137' - 6"

6"3'-

8 1/2"

3'-3 1

/2"9"

3"3"4'-

6"6'-

5 1/2"

2'-0 1

/2"

3"

3"

7'-6"

1'-0"

4'-9"

8'-9"

A7.1.016

sim

A7.1.031

sim




B

9

A4A3.3.02

TYP.5'-0" 3'-2" 1'-9 1/2"

TYP.

5'-0"

1'-6"

4'-6"

B

9

A8A3.3.02

2'-10

1/2"

TYP.

5'-0"

5'-0"

TYP.5'-0" 2'-3"


purposes.



shEEt titLE

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9/13

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FivEChAsEwOOd

09/13/13 1/4" = 1'-0"4


1/4" = 1'-0"2


1/4" = 1'-0"6


1/4" = 1'-0"8


3





nO dAtE dEsCRiptiOn


LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

9

2'-8 1

/2"6"

2'-0"

8'-6"

2'-3 1

/2"3'-

2 1/2"

A7.1.014

A7.1.015

A7.1.013




LEvEL 10' - 0"

LEvEL 216' - 0"

LEvEL 329' - 6"

B A4A3.3.02



gL-1B



gL-2A

gL-2A

gL-2A

gL-2A

gL-2A

gL-2A gL-2A

gL-2A gL-2A

gL-2A

1

A3.3.02


6

A3.3.05

LEvEL 10124' - 0"

ROOF138' - 6"

B A

ROOF CORE137' - 6"






8A3.3.02


5

A3.3.02

LEvEL 10124' - 0"

ROOF138' - 6"

9

ROOF CORE137' - 6"

6"3'-

8 1/2"

3'-3 1

/2"9"

3"3"4'-

6"6'-

5 1/2"

2'-0 1

/2"

3"

3"

7'-6"

1'-0"

4'-9"

8'-9"

A7.1.016

sim

A7.1.031

sim




B

9

A4A3.3.02

TYP.5'-0" 3'-2" 1'-9 1/2"

TYP.

5'-0"

1'-6"

4'-6"

B

9

A8A3.3.02

2'-10

1/2"

TYP.

5'-0"

5'-0"

TYP.5'-0" 2'-3"


purposes.



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FivEChAsEwOOd

09/13/13 1/4" = 1'-0"4


1/4" = 1'-0"2


1/4" = 1'-0"6


1/4" = 1'-0"8


3





nO dAtE dEsCRiptiOn


FivE ChAsEwOOd | 23

Enlarged sections | Elevations

sELECtEd ACAdEmiC wORk

Castle Pinckney has been left untouched for decades and as a result has been victim to natural elements deteriorating its original architectural form. As it is one of only three Castle forts built in the United States, its original architecture holds value. The Embattle-ment intervention enables the visitor to experience the interior spaces, barracks, and the intentional authentic design of Castle Pinckney as well as preserves a unique form in US military archi-tecture. Castle Pinckney will be re-constructed as it was first built during the 1800’s with the original height and barracks being the most evident contributions to the existing ruin. This allows for the visitor to experience what the original plan of the Castle was intended to be, creating a historical museum of the fort in itself. The reconstruction of the fort will give the life back to the existing structure and create an opportunity for history to be brought back to the site.

2.

eMbAttleMentre-tHinkinG tHe Future oF cAstle Pinckney

CAstLE pinCknEy | 27

site sections

The development of the embattlement comes from the new formation of land that gives elevation to the exposed flat site. This intervention creates a berm surrounding Castle Pinckney offer-ing protection to the vulnerable fort from the natural elements that weaken the integrity of the structure. By building up the land around the fort, an opportunity occurs to place program within the berm. This action hides the visitor facilities from the harbor but once inside reveals Castle Pinckney in a formal tribute. These embedded facilities encourage the visitor to focus on Castle Pinckney, to experience what it was like to be enveloped in an eighteenth century castle, while forgetting the busy surroundings of the harbor.

wELCOmE pAviLiOn viEw And FLOOR pLAn

wELCOmE pAviLiOn sECtiOn

CASTLE PINCKNEY | 29

green Roof systems diagram

seasonal locations. This allows visitors to visit year round and stay overnight with confidence that spaces will be comfortable. The facilities will be completely off-the-grid employing solar energy, utilizing leach field septic systems, passive air strategies throughout, and recycled materials will be used when possible within the natural island landscape. Oyster farms are placed on the southeast and southwest corners of the island contributing to the ecology of the surrounding area. As oyster reefs help build environments for other organisms, stabilize bottom sediments, reduce wave energy, and prevent erosion. They ultimately offer shoreline protection that will help preserve Shute’s Folly Island and the new land constructed to protect Castle Pinckney.

LOdging viEw And FLOOR pLAn

Window Hopper

Green Roof

Window Hopper

High Tide

Wind Circulation

Window Hopper

Water Drain

Passive System

Lodging System

Drains lead to water pipe that takes water tht is collected from the green roof into the cistern to be used as potable water.

Electric connection from PV field located on the reconstructed fort.

Compost units with approx. footprint of 70’ square feet.

Electric channels split for two rooms.

Water Cistern

Solar hot water heater

pAssivE systEm diAgRAm

LOdging systEms

The intervention taking place on Shute’s Folly Island is a completely off-grid system that allows occupants to have necessary amenities such as rest rooms, showers, sinks, a water fountain, and lighting in lodging rooms. In order for this to take place implementations must be taken into account for compost and septic systems, hot water, and potable water containers. In the welcome pavilion there are two separate rest rooms that include 3 toilets and 2 sinks in the female, and 1 toilet, 2 urinals, and 2 sinks in the male. The entire building is built passively for the summer and can be closed up for winter. The earth berm can keep the spaces cooler in the summer and warmer in the winter providing an exceptional solution for having no HVAC system within the lodging, welcome pavilion, or museum spaces. The section to the left is of the lodging spaces, however it is a gen-eral idea of what is occurring throughout most of the bermed spaces. Air will enter from the outside of the berm through a series of windows or doors. it can then circulate through

the space and exit the top of the hopper window. Air will also be able to enter through the bottom hopper in the window providing another circulation source. With the circulation of air, the green roof surface, and concrete walls providing spaces with less fluctuation in temperature they are all able to work together to create a comfortable thermal environment for any visitor.

CAstLE pinCknEy | 31

Kreuzberg has emerged from its history as one of the poorest quarters in Berlin in the late 1970’s during which it was an isolated section of West Berlin to one of Berlin’s cultural centers in the middle of now reunified city. The goal of this project was to establish a residential community in the heart of the city that brings together a place of living, social environment, and the work place. An atmosphere where all daily routines can take place, one can visit the market block, walk down the park, or relax from it all in a residential courtyard. There are three major considerations within the site; the first being the green-scape axis through the length of the site allowing for people to travel as a community. The second a market street for residents in the area to shop, eat, and work; and the third the residential courtyards and patio spaces for people to enjoy and relax with their neighbors. The building typology allows for this interaction to take pace and cre-ates a sense of security from the outside and open playfullness on the inside.

Gleisdreieck residenzkreuzberG berlin HousinG MAsterPlAn

Scale: 1/32” = 1’-0”Ground Level Plan

gLEisdREiECk REsidEnz | 33

section thru Building 3

Exterior Balcony View

gLEisdREiECk REsidEnz | 35

Courtyard Experience

ResumeMarcia Christine Gibson

Address:

P: E:

I am currently looking to relocate to New Orleans from Houston. I have 1 year full time experience since graduating with my Masters from Louisiana State University and before that I received my Bachelor’s from Texas A&M University. I have had two previous summer internships in Dallas and Baton Rouge and worked for LSU as a graduate assistant. I am a hard working and driven individual, who enjoys spending any extra time with family and friends. My goal is to continue to pursue a career in architectural design with an emphasis on technical and sustainable innovation.

ACCOmpLishmEnts

wORk ExpERiEnCE

EduCAtiOn

skiLLs

LEED AP BD+C, Associate AIA

Graduate Assistantship Louisiana state university

AiA henry Adams Award: awarded to the second highest graduating student in the graduate soA.

2012-2013 Castle Pinckney: Preservation as Provocation, Student Design Competition. Third Place.

Chickasaw Scholarship FoundationReceived 12 consecutive times for 3.0 and higher

Intern Architect | Ziegler Cooper Architects | Houston, TX | July 2013 - Present +Worked on varies corporate buildings, residential high-rise’s, and an amenity building. Saw projects from a schemat-ic design phase to finalizing construction document sets. Collaboration with team, presentations, consultant meetings, coordination meetings, site visits, and many other technical/design aspects. All projects were developed in Revit.

Graduate Research Assistant | LSU | Baton Rouge, LA | August 2011 - May 2013+Spring ‘13: Worked with Professor Meredith Sattler. Focusing on an academic analysis of the Coastal Louisiana master plan 2012. +Fall ‘12: Worked with Professor Meredith Sattler+Spring ‘12: Worked with Professor Frank Melendez +Fall ‘11: Worked with Professor Meredith Sattler.

Summer Intern Architect | Chenevert | Baton Rouge, LA | May 2012 - August 2012+Worked on various aspects of design from 3d modeling, CD drawings, ASI’s, programming requirements in Excel, and putting together schematic design binders. Participated in some site visits and building surveying.

Summer Intern Architect | Architexas | Dallas, TX | June 2011- August 2011+ Worked on various aspects of five different projects to include: a church, petroleum building, two courthouses, and convention center. +Surveying work for a restoration of a 1920’s church. +Primarily worked in AutoCad

Server | Abuelos Mexican Embassy | College Station, TX | April 2008 - May 2011+ During school I worked part time as a server. My responsibilities included customer service, making transactions, and handling money. +Employee trainer and awarded employee of the month

LOuisiAnA stAtE univERsity | August 2011 - may 2013masters of Architecture Final gpA: 3.85

TEXAS A&M UNIVERSITY | August 2007 - May 2011Bachelors of Environmental designminor in Business AdministrationFinal gpA: 3.25

2d drafting : Rhinoceros 4.0 + AutoCAd Visualization: Adobe Photoshop + Illustrator Publishing: InDesign Building information modeling: Revit3d Representation: Rhinoceros 4.0, Sketch-Up, RevitRendering: Rhino Vray, Kerkythea, Sketch-Up VrayMicrosoft Office: Word, Powerpoint, Excel

REsumE | 37

architecture portfolio - selected works

Documents

intangible exclusive

zca residential

work discovery tower

discovery green

bedroom 1l33

large park

amenity level

tall apartment building