Ayo Alao Portfolio

Page 1



[ CONTENTS ] PROFESSIONAL

5

11

23

19

ACADEMIC

27

31

SHOP

34

35



Ayo Alao 5921 16th Street • Wa s h in gt on , DC 2 0 0 1 1 • 2 0 2 .7 4 6 - 8853 (ce l l) • ayo. a la o @ g m a i l. c o m E D UCATION Tu lane U niver s i ty, N ew Orleans, LA - Ma st e r of Arch i t e ct u re : May 2 0 1 2 Au bur n Univer si ty, Auburn, AL - B.S. E nviron me n t a l De s ign : May 2 0 0 5 S K ILLS C A D/3D m o deling: Autodesk AutoC A D, Re vi t , 3Ds Ma x , Rh in oce ros , VRay, Ske t ch U p, Ve c t o rw o rk s ; Graphic D esign: Adobe C reative Sui t e - P h ot os h op, Il lu st ra t or, In De sign , F la sh , D re a mwe ave r GI S Sy stem s: ArcG IS, ArcC atalog E XPERIENCE O T J Arc hite c ts – Project Architect ( Ap r i l 2015 – Aug ust 2015) • Mo num ent B ank 7700 Old G eorge t ow n Rd. B e t h e s da , MD (Apr i l 2 0 1 5 -Ju ly 20 1 5 ) o Gu ided a fast-tracked in t e r ior re n ova t ion from bid a n d pe r mi t drawin g s t h ro u g h s u b s t a n t ia l c o m p le t io n o Pe rformed construction a dmin ist ra t ion du t ie s a n d re pre s e n t in g OTJ A rc h i t e c t s in c l ie n t m e e t in g s • 1701 Pennsylvania Avenue (April 2 0 1 5 – Au gu st 2015) o Executed construction a dmin ist ra t ion du t ie s , s e r vin g a s pr ima r y re p re s e n t a t ive o f t h e OTJ d e s ig n t e a m o P repared permi t, bid and con st r u ct ion docu me n t s for in di vidu a l t e n a n t s p a c e s t h ro u g h o u t t h e b u i ld in g M a rtine z+Johnson Arch itecture P C - P r o j e ct Ar chi te ct Ar chi te ctur e (M a y 2 0 1 4 – F e b r u a r y 2 0 1 5 ) • Mar tin L uther K ing Jr. Memorial L ibra r y Re n ova t ion o P repared material for pu bl ic pre s e n t a t ion s du r in g e n t i t le me n t ph a se o P repared technical draw in gs du r i n g con ce pt a n d sch e ma t i c de s ign p h a s e o Performed f ield surveys docu me n t in g e x t e r ior e x is t in g con di t ion s a n d in t e ri o r e xis t in g c o n fig u ra t io n s o A ssisted in mul tiple pub l ic ou t re a ch ca mpa ign s ge a re d t owa rds ra is i n g p u b l ic awa re n e s s o A ssisted in the producti on of t h e ow n e r s f i n a l progra mmin g docu me n t s • Thaddeus Stevens S chool and Off ice De ve lopme n t o Executed si te surveys fo r re cord a n d ve r i f i ca t ion of e x ist in g con di t io n s o Prepared presentation draw i n gs for cl ie n t s a n d produ ce d t e ch n ica l d raw in g s d u rin g d e s ig n d e ve l o p m e n t o Conducted coordination of t h e se t of draw in gs con s is t in g of e x ist i n g , d e m o l i t io n a n d n e w c o n s t ru c t io n . T r eo • • •

Bar and R estau rant - Designe r ( J a nua r y 2 013 – J a nua r y 2 014) Exec uted a contract to design a n d bu i l d a pe r ma n e n t ce i l in g in st a l la t ion Manag ed and oversaw project bu dge t a n d f in a n ce Fab r ic ate d and instal led ceilin g s t r u ct u re w i t h l igh t in g a n d s u ppor t s yst e m s fo r a n 8 8 0 s f2 a re a

B e nnett Frank McC arthy Architec ts I nc. - I nte rn Ar chi te ct (Aug ust 2 007 – M a y 2 0 0 8 ) • Pro duc ed ful l set of bid and p e r mi t draw in gs for re side n t i a l re n ova t ion s • Wo r ked on al l aspects of a con st r u ct ion docu me n t in clu din g spe ci f ica t ion s a n d d e t a i ls • A id ed principals on house cal ls, w h e re I me a su re a n d ge n e ra t e t e ch n i ca l d raw in g s o f a s -b u i l t s


EAST ELEVATION

SOUTH ELEVATION

WEST ELEVATION

NORTH ELEVATION


[ MARTIN LUTHER KING JR. MEMORIAL LIBRARY RENOVATION]

T h e Martin Luther King Jr. Memori a l Li b ra r y, th e D is tr ic t o f C o lu mb ia Pu b l ic L ib ra r y ( D CP L) s ys t e m ’s m ain l ib rar y, s t and s as t he only c om p le t e d wor k in Was hing t on, D. C . by t he fam e d Modern ist arch i tect Lu dw ig M ies Van der Roh e. Th e DCP L an n ou n ced th e combin ed team o f Mecanoo a nd Ma rtinez+Johnso n Arc h i tec tu re a s w i n n er s o f th e ML K Jr. Memo r ia l Lib rar y c om p e t i t ion in Fe b r uar y 2014. Le d by F ranc ine H oub e n of Me c anoo, t he d e s ig n t e am is d e t e r min ed to preserve M ies van d er Roh e’s in i tial d esig n , in th e p rocess of d eliverin g a reju venat ed progra m for a libra ry sui ted fo r th e 2 1 s t c en tu r y. 5|mlk|2015


T h e ML K Jr. Libra ry renova tion pres en ts th e u n iq u e c h a l len g e o f b r in g in g t w o s t rong identi ties together. The d es ig n p r in c i p les o f Mies va n d er Ro h e mus t be ma inta ined, while c ontin u in g to h o n o r th e leg a c y o f Ma r tin L u th er King Jr.

Mie s van der Rohe: Less is more

Mar t i n Luther King Jr.: I have a drea m


7|mlk|2015


non-public

public

non-public

public

non-public

public


9|mlk|2015


LEVEL: GROUND


[ STEVENS PLACE ]

Or igi nal ly buil t in 1868, the Tha d d eu s Steven s S c h o o l i s a h is to r ic Afr ic a n Amer i c a n s c hool loc at e d i n t he We s t End ne ig hb or hood of Was hing t on, D. C . S t e ve ns S c hool was t he old e s t c on tin u ou sly op eratin g sch ool u n til i ts closu re in 2 0 0 8 . Th rou g h a deal w i th th e ci ty th e develo p er Akridge purc ha sed the s c h o o l a lo n g w i th th e c o mmerc ia l p ro p er ty to th e s c hool s i m m e d iat e ad j ac e nc y. T he c om m e rc ial p rop e r ty is t o b e d e ve lop e d int o a 10- s t or y off ic e b ui ld in g . Th e n ew office bu ild in g is req u ired to comp limen t an d n ot d imin ish in any way th e his t or i c a l signi fic a nc e of the sc ho o l. 11|stevens|2015


LEVEL: 2

LEVEL: 3-5


LEVEL: 6-10

LEVEL: PENTHOUSE

13|stevens|2015


LONGITUDINAL SECTION


TRANSVERSE SECTION 1

TRANSVERSE SECTION 2

15|stevens|2015


NORTH ELEVATION


EAST ELEVATION

17|stevens|2015


CL

CL

BRACKET

EQ .

275.00' ROOF (RIDGE)

RIDGE VENT NEW SKYLIGHT AT SECOND FLOOR HALL , SEE SCHEDULE

BRACKET

EQ .

12

12

5

E

5

ASPHALT SHINGLES ON 30# FELT WOOD RAKES & FASCIAS . 268 .08' ROOF (MEAN) 11

B

12

12

D

NEW PORCH ROOF AND FRAMING TO MATCH NEW EAVE HEIGHT & ROOF SLOPE

B

A

D

WOOD WINDOW TRIM AT GABLE WINDOWS , SLOPE HEAD TRIM TO 10" THICKNESS AT CENTER , AS SHOWN

1

A

A

TYPICAL WOOD WINDOW TRIM, SEE DETAIL 10, A-4

B

A

15'-2"

EXISTING PORCH PIERS TO REMAIN

NEW SKYLIGHT AT 2ND FLOOR BATH , SEE WINDOW SCHEDULE . SKYLIGHT TO SIT FLAT ON ROOF LINE

WOOD GABLE BRACKET , SEE DETAIL 11, A-4

22'-1"

NEW WOOD PORCH COLUMN TRIM , PIER BASE , AND RAILINGS , SEE DETAIL 9 , A-4

4" EXPOSURE BEVELED HARDIPLANK SIDING . PROVIDE BUTT & WEAVE CORNER INSTALLATION (NO CORNER BOARDS) AT ALL OUTSIDE CORNERS AS SHOWN

11

261.17' EAVE

29'-0"

6" EXPOSURE HARDIPLANK SIMULATED CEDAR SHAKES . PROVIDE BUTT & WEAVE CORNER INSTALLATION (NO CORNER BOARDS) AT ALL OUTSIDE CORNERS AS SHOWN

ALUMINUM GUTTERS & DOWNSPOUTS

EXISTING VINYL WINDOWS TO REMAIN AT CELLAR

ETR

246 .00' APPROXIMATE GRADE ELEVATION OF STREET AT CENTER LINE OF HOUSE ( PER MNCPPC TOPOGRAPHY MAP)

2 LEFT ELEVATION

1 FRONT ELEVATION CL

NEW SKYLIGHT AT 2ND FLOOR BATH , SEE SCHEDULE

RIDGE VENT

CL

BRACKET EQ .

12

D

D

TYPICAL WOOD WINDOW TRIM, SEE DETAIL 10, A-4

5

WOOD RAKE BOARDS AT GABLE ENDS

270'-8 1/2"

ALUMINUM GUTTERS & DOWNSPOUTS

9'-0 1/2"

UNDERSIDE OF CEILING FRAMING AT COLLAR TIES & STORAGE TRUSSES

D

12

5

ASPHALT SHINGLES ON 30# FELT , TYPICAL ALL NEW ROOF SURFACES

E

MATCH BRACKET SPACING @ FRONT HOUSE GABLE

BRACKET EQ .

11

12

12

D

D

5/4 X4 WOOD SUB RAKE TRIM

WOOD GABLE BRACKET , SEE DETAIL 11, A-4 WOOD WINDOW TRIM AT GABLE WINDOWS , SLOPE HEAD TRIM TO 10" THICKNESS AT CENTER , AS SHOWN

261'-8"

SECOND FLOOR SUBFLOOR

11

6" EXPOSURE HARDIPLANK SIMULATED CEDAR SHAKES . PROVIDE BUTT & WEAVE CORNER INSTALLATION (NO CORNER BOARDS) AT ALL OUTSIDE CORNERS AS SHOWN

C

B

B

B

EXISTING VINYL WINDOWS TO REMAIN AT CELLAR

WOOD TRIM BAND SEE DETAIL 4 ,A-3

9'-5"

NEW WOOD PORCH COLUMN TRIM , PIER BASE , AND RAILINGS , SEE DETAIL 9 , A-4

2

A

A

4" EXPOSURE BEVELED HARDIPLANK SIDING . PROVIDE BUTT & WEAVE CORNER INSTALLATION (NO CORNER BOARDS) AT ALL OUTSIDE CORNERS AS SHOWN

252'-3"

FIRST FLOOR SUBFLOOR WOOD TRIM BAND SEE DETAIL 4 ,A-3

WOOD SKIRT TRIM BAND SEE DETAIL 4 ,A-3 EXISTING FOUNDATION/ CELLAR WALLS TO REMAIN

0

ETR

PROVIDE FLAGSTONE LANDING OVER 18" DEEP GRAVEL DRYWELL , WITH 6X6 P .T. RETAINING WALL AT REAR AND SIDE OF LANDING . EXTEND RETAINING WALL 4" MIN. ABOVE FIN. GRADE

NEW DOOR AT EXISTING CELLAR WINDOW . PROVIDE CONCRETE LANDING 3" BELOW DOOR THRESHOLD , WITH FLOOR DRAIN , PER FLOOR PLANS .

4 RIGHT ELEVATION

9'-0 1/2"

ETR

ETR

EXISTING CELLAR SLAB

243'-2 1/2"

3 REAR ELEVATION


[ GECK RESIDENCE ] Loc at e d in Takom a Par k, MD, a su bu rb of Wash in g ton , D C, th e Geck Resid en ce addi tion is a ren ovation to a sin g le fam i ly re s id e nc e . T he hou se was orig in al ly a sin g le story dw el lin g w i th a cel lar. Th e ren ovation in trodu ced a secon d s t or y ad d ing t wo b e d rooms in clu d in g a master bedroom an d a fu l l b ath room. A lon g w i th th e ad ded secon d level, re novat ions we re d one t o th e cel lar w h ich by n ecessi ty requ ired ch an g es in th e fou n d ation an d overal l stru ctu re of t he hous e .

NEW PORCH ROOF AT EXISTING FRONT PORCH SAME LOCATION

EXISTING PORCH STEPS TO REMAIN

EXISTING 1 STORY FRAME W/ CELLAR

EXISTING MASONRY RETAINING WALL TO REMAIN

NEW HALF-STORY ADDITION ABOVE EXISTING 1ST FLOOR

N 82째45'00" E 132.20'

39 .7'

6 .83'

ETR

250 .0'

ETR

ETR

6 .0'

N 03째05

'34"

7.35' 22 .14'

10.82'

S 3 '00 "

7째 45 W 56 .5 7'

9 .58'

1.35'

39 .7'

6 .5'

ETR

248 .0' BELOW WALL

247 .0'

ETR

7.37'

250'-10 3/4" ABOVE WALL

15.67'

EXISTING CONC . DRIVE

PART OF LOT 15 PART OF LOT 14

9 .87'

2.5' 7.93'

8 .01'

26 .6'

26 .6'

246 .0 STREET

#26 PINE' 14.13'

251'-13/4"

6 .59'

PORCH

13.58'

PART OF LOTS 14 AND 15 4,634 SQ . FT .

7.29'

PINE A E 40 .66' VENUE

34 .0'

S 82째45'00" W 99 .50'

19|geck|2007


GABLE CL 6'-10 1/2" 3 A-3

3 A-3

ADD SECOND WINDOW . ENLARGE OPENING . PROVIDE NEW HEADER , SEE FRAMING PLANS

A

3 1/2" 5'-0"

ELEC

NEW HARDWOOD FLOORING AT EXISTING FIRST FLOOR

2'-6" +/V .I.F. 8 EAVE ACCESS

11

PROVIDE 2X6 STUDWALL AT PLUMBING WALL .

BATH

NEW SKYLIGHTS ABOVE SEE SCHEDULE (E)

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

6'-4 1/4"

BEDROOM #3 261'- 8" SUBFLOOR

1 A-3

5 1/2"

A

A

B

D

D

252'-0" PORCH FLOOR (EXISTING) 3 1/2"

EQ .

2'-5 3/4" 3" 2'-5 3/4" R .O. R .O.

PORCH 6'-6"

EQ . 6'-6"

CL GABLE

EXISTING WALLS & PARTITIONS NEW WALLS & PARTITIONS NEW DECORATIVE WOOD COLUMN TRIM & PORCH RAILINGS . SEE DETAIL #9 , (A-4) .

1

CELLAR PLAN

2

FIRST FLOOR PLAN

ALIGN EDGE OF DORMER WITH EDGE OF STAIR DORMER .

12

1 A-3

1

3

SECOND FLOOR PLAN

3 1/2"

SHED DORMER

5 1/2"

EQ .

HALL

V .I.F.

B

2 A-3

5 1/2"

36" HIGH LOW WALL

DN 15 R 9'-5" +/-

12'-6 7/8" +/-

252'-3" EXISTING SUBFLOOR

13'-3 7/8" V .I.F.

A

EQ .

5 1/2" EQ . 6'-5 1/4" CL EQ .

D B

2'-11"

DINING ROOM

D

261'- 8" SUBFLOOR

5 1/2"

C

D

BEDROOM #2

9

NEW PARTITION TO REPLACE EXISTING , SAME LOCATION

LIVING ROOM

REVIEW FLOOR FRAMING BELOW WALL TO VERIFY 80" MIN. HEADROOM AT STAIR BELOW

CLO .

15'-8 1/8"

261'- 0 1/2" LANDING SUBFLOOR

2'-5 3/4" 3" 2'-5 3/4" 3" 2'-5 3/4" R .O. R .O. R .O.

3 1/2"

10

IS 1R

14'-9 1/8"

5'-11/2"

CLO .

2'-8"

CLO .

3 1/2" 3'-11/4" 3 1/2" V .I.F.

1 A-3 D.

5 8 6 7

BATH

3

4

A

LAUNDRY/MECHANICAL

TILE

A-4

CL

D

TILE

V .I.F.

PROVIDE (2) 6X6 PRESSURE TREATED STEPS TO FINISHED GRADE

244'-9 1/2" EXISTING TOP OF SLAB

HVAC

D

3 1/2"

A-4

HARDWOOD

HWH

TILE HDWD

CLO .

3'-5 1/2"

V .I.F.

TILE

3 1/2"

IS 1R

8'-0" +/V .I.F.

3

2

8'-3" +/-

10'-2" V .I.F.

1

3 1/2"

244'-2 1/2" T.O.S .

3'-5 1/2"

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

0 UP 2 R (15") UP 2 R (19")

W.

4

OPEN SHELVES

B

6'-6"

3'-1"

2 A-3

PANTRY

REF .

B

5

3'-1"

KITCHEN

4'-0"

243'-2 1/2" EXISTING TOP OF SLAB

CL DN 13 R (EXIST)

252'-3" EXISTING SUBFLOOR

ALIGN

NEW EXTERIOR DOOR TO REPLACE WINDOW AT EXISTING OPENING

UP 15 R 9'-5"

ALIGN

2 A-3 PROVIDE FLAGSTONE LANDING OVER 18" DEEP GRAVEL DRYWELL , WITH 6X6 P .T. RETAINING WALL AT REAR AND SIDE OF LANDING . EXTEND RETAINING WALL 4" MIN. ABOVE FIN. GRADE 3'-0"

PLYWOOD CONCRETE

+/- 4'8" DIRT FLOOR

6

7'-4 1/4"

3'-0"

BEDROOM #1

HDWD TILE

PLYWOOD CONCRETE

UP 13 R (EXIST .)

CRAWLSPACE

7

252'-3" EXISTING SUBFLOOR

NEW 24" X 24" X 12"DEEP CONCRETE FOOTING WITH #4'S AT 12"O .C . EACH WAY

10'-9 7/8" +/- V .I.F.

DEN

PLAY ROOM

B

NEW HARDWOOD FLOORING

CLO .

(LOCATE EDGE OF DORMER AT EXISTING EDGE OF STAIR BELOW)

NEW HARDWOOD FLOORING AT EXISTING FIRST FLOOR

243'-3 3/4" EXISTING SUBFLOOR

4'-2 1/2" 2'-5 3/4" 3" 2'-5 3/4" R .O. R .O.

2

BATH

2'-0" 3 1/2"

5 1/2"

A

3 1/2"

5'-11/2"

3 A-3


TYPICAL ROOF CONSTRUCTION , SEE DETAIL #4 12

12

2X4 OUTRIGGERS SISTER TO RAFTERS , EXTEND 3'-6" MIN. INTO ATTIC . PROVIDE 10d NAILS @ 6" O.C . STAGGERED TOP & BOTTOM

1'-4"

RAFTER HEEL HEIGHT 269'-7"

12 5

5 S-2

METAL DRIP EDGE

DORMER TOP PLATE 268'-8"

3"

5

11

12

12

11"

PROVIDE 2X10 BLOCKING AT SLOPING CLG FOR 9" MIN INSULATION CAVITY

5

HEAD 11

ALUMINUM GUTTER 1XFASCIA ON 2X SUBFASCIA

5/4X6 WOOD WINDOW HEAD TRIM

ASPHALT SHINGLE ROOFING ON 30# BUILDING FELT ON 5/8" PLYWOOD ROOF SHEATHING

DROPPED LANDING FRAMING , SEE FRAMING PLANS

METAL FLASHING HEADER , FLUSH FRAMED SEE FRAMING PLAN SIMPSON L70 REINFORCING ANGLE AT EACH RAFTER

7'-0"

PROVIDE WOOD RAIL

1/2"MDO SOFFIT WITH 1 1/2" CONTINUOUS STRIP VENTS

BEDROOM #2 4'-5 3/4" R.O.

BEDROOM #3

9'-0 1/2" COLLAR TIE HEIGHT

PROVIDE 80" MIN HEAD CLEARANCE @ STAIRS

(2) 2X6 TOP PLATE

1XWOOD FASCIA ON 2X SUB FASCIA

2'-3 1/4"

ROOF APRON BELOW SHED DORMER . MATCH TYPICAL ROOF EAVE PROFILE SEE DETAIL #4 1/2"MDO SOFFIT WITH 11/2" CONTINUOUS STRIP VENTS NEW TRIM BAND SEE DETAIL 4

5 A-3

13"TRIM BAND , SEE DESCRIPTION BELOW . BOTTOM OF BAND AT 94" ABOVE FINISHED FLOOR

NEW 4" EXPOSURE HARDIPLANK BEVELED SIDING ON TYVEK OVER 1/2"PLYWOOD SHEATHING AT FIRST FLOOR WALLS

1'-4"

NEW FLOOR JOISTS , SEE FRAMING PLANS

EXISTING INSULATION TO REMAIN AT EXISTING EXTERIOR WALLS

FIRST FLOOR SUBFLOOR (EXISTING) 252'-3"

13"TRIM BAND: SLOPED 5/4X CAP OVER 1X4 ON 1X10BAND . PROJECT CAP 3/4" ALIGN TOP OF CAP WITH SUBFLOOR

PROVIDE FLAGSTONE LANDING OVER 18" DEEP GRAVEL DRYWELL , WITH 6X6 P .T. RETAINING WALL AT REAR AND SIDE OF LANDING . EXTEND RETAINING WALL 4" MIN. ABOVE FIN. GRADE

10" NEW HARDWOOD FLOORING AT FIRST FLOOR

CELLAR TOP PLATE (EXISTING) 251'-5" NEW TRIM BAND SEE DETAIL 4

EXISTING CELLAR WINDOWS TO REMAIN EXISTING CELLAR SLAB ON GRADE

EXISTING CELLAR CMU WALLS TO REMAIN

1'-3"+/- V .I.F.

3"

CRAWL SPACE CELLAR BATHROOM

FIRST FLOOR SUBFLOOR (EXISTING) 252'-3"

EXISTING FLOOR JOIST & SUBFLOOR TO REMAIN

8'-2 1/2" V .I.F.

NEW INSWING EXTERIOR DOOR AT EXISTING WINDOW OPENING . (EXISTING LINTEL TO REMAIN)

R .O.

LIVING ROOM

KITCHEN

NEW SIDING , TYVEK & SHEATHING TO REPLACE EXISTING , SEE DETAIL 4

10" CELLAR TOP PLATE (EXISTING) 251'-5"

6'-10"

DEN

NEW 1X6 PINE BASEBOARD WITH OGEE CAP

METAL FLASHING OVER CAP

2'-3 1/4"

2'-3 1/4"

LOCATE DOUBLE FLOOR JOIST TO ALLOW LOW WALL FRAMING TO EXTEND DOWN THROUGH FLOOR DECK INTO WALL BELOW

EXISTING STUDWALL TO REMAIN

NEW HARDWOOD FLOORING ON EXISTING SUBFLOOR

4'-5 3/4" R.O.

4'-5 3/4" R.O.

BEDROOM #3 HALL

NEW WOOD DOUBLE HUNG WINDOWS TO REPLACE EXISTING SEE SCHEDULE

METAL FLASHING

EXISTING WOOD STUDS TO REMAIN PROVIDE 2 X4 STUD FRAMING 1/2" IN FROM GABLE TRUSS (5 1/2" TOTAL WALL THICKNESS)

METAL FLASHING

NEW WINDOW SILL TRIM: SLOPED 5/4X SUBSILL ON 5/4X3 APRON

EXISTING PLASTER/ DRYWALL FINISH TO REMAIN

PROVIDE 2 X4 STUD FRAMING 1/2" IN FROM GABLE TRUSS (5 1/2" TOTAL WALL THICKNESS)

NEW WINDOW HEAD TRIM: 1X3 BACK BAND ON 5/4X6 HEAD PIECE

8'-5" +/- V .I.F.

BUILDING SECTION

(NEW) 261'-8"

METAL DRIP EDGE

1/2"OSB SOFFIT WITH 1 1/2" CONTINUOUS STRIP VENTS

3/4" PLYWOOD SUBFLOOR ON ROOF TRUSSES , SEE FRAMING PLANS

EXISTING INSULATION TO REMAIN AT EXISTING EXTERIOR WALLS

RIDGE BOARD WITH RAFTERS AND STRUCTURAL COLLAR TIES AT SHED DORMERS , SEE FRAMING PLANS

2ND FLOOR SUBFLOOR

8' 2 1/2" V .I.F.

2

4 A-3

11

F.F. TOP PLATE (EXISTING) 260'-8" NEW HARDWOOD FLOORING ON 3/4" PLYWOOD SUBFLOOR

4'-5 3/4"

BUILDING SECTION

2X6 STUDS WITH R-19 BATT INSULATION METAL FLASHING 12

F.F. TOP PLATE (EXISTING) 260'-8" EXISTING CLG . JOIST TO REMAIN

EXISTING CELLAR WINDOW TO REMAIN

PROVIDE FLOOR DRAIN AT NEW CONCRETE SLAB

1

EXISTING CLG JOIST TO REMAIN

1'-0"

ALUMINUM GUTTER

CELLAR

NEW CELLAR ENTRY DOOR AT EXISTING WINDOW OPENING

METAL DRIP EDGE

2ND FLR . SUBFLOOR (NEW) 261'-8"

NEW BEAM TO REPLACE EXISTING , SEE FRAMING PLANS

EXISTING CELLAR

11

WINDOW SILL TRIM: 5/4 X SLOPED SUB SILL ON 5/4X3 APRON TRIM

R.O. (EXIST , V .I.F.)

CRAWLSPACE

12

1'-11/2"

R-30 BATT INSULATION , EXTEND UP ATTIC WALLS TO ROOF RAFTERS

EXISITING STAIR TO REMAIN

TRUSS HEEL HEIGHT 262'-9 1/2

NEW WOOD CASEMENT WINDOW . SEE SCHEDULE

SILL

NEW 1X6 BASEBOARD WITH OGEE CAP

PREFABRICATED ROOF TRUSSES , SEE FRAMING PLANS FOR LOCATION & PROFILE .

1'-4"

NEW REPLACEMENT WINDWOW AT EXISTING WINDOW OPENING

NEW 2ND FLOOR STAIR

1'-0"

DINING ROOM

8'-5" +/- V .I.F.

LIVING ROOM

TOP OF SLAB (EXISTING) 243'-2 1/2"

NEW CONCRETE STEPS TO NEW DOOR

EXISTING FOOTING & FOUNDATION WALLS TO REMAIN

TOP OF SLAB (EXISTING) 243'-2 1/2"

EXISTING CELLAR SLAB TO REMAIN

EXISTING FOUNDATION AND FOOTING TO REMAIN

3

LONG BUILDING SECTION 4

TYPICAL

WALL SECTION

5 DORMER WALL SECTION

21|geck|2007


The c onc ept beh i n d th e Treo ma p c en tered o n th e id ea th a t New Or le ans is a p at c hwor k of ne ig hb or hood s - a m os aic . N e w Or l e ans b e ing a c i ty whe re ant iq ue s are c e lebrated an d a w eath ered aesth etic is a sou rce of pride an d bad ge of resilienc e, the d ec is io n wa s ma d e to fa s h io n th e w h o le mo d el o u t of found m at e r ials t hat would e xe m p l i fy and ul t im at e ly p ay hom ag e t o t he c ul t ural s p ir i t of N e w Or lean s.


[ TREO NEW ORLEANS ]

(PROJECT 99: a col laborative effort of Mira Asher, Ayo Alao, Christopher Steinberg & Jenni fer Wickham)

23|treo|2014


T h e mo d el ha s three distinc t sec tio n s : th e r i ver, th e c i ty d el i n ea ted by wa rd s , a n d t he lake . T he r ive r and t he lake are m ad e of Mard i G ras b e ad s . T he c i ty c ons is t s of 19 ward p ane ls , 1 8 of w h ich are an assortmen t of salvaged w ood, pegged an d glu ed togeth er. Th e 1 9 t h pa nel is ma de of a luminum a n d fea tu res : th e C B D, th e lo c a tio n o f Tu la n e Aven ue , Tre o and F i nn Mc C ools .


T h e s cu lpture is designed to be a tta c h ed to th e b a r ’s c ei l in g a n d i s d iv id ed in to p a ne l s re p re s e nt i ng t he ne ig hb or hood s and ward s of t he c i ty. T he p ie c e is t o b e t he foc al p oint of t he b ar an d h elp establish i t as a lan dmark in th e ci ty.

25|treo|2014


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1. GAMES ROOM 2. CAFET ERIA 3. ADMINIST RAT ION 4. CLASSROOMS 5. LIBRARY 6. GYMNASIUM 7. AUDITORIUM/ OUT DOOR PLAY AREA 8. COMPUT ER LAB 9. COURTYARDS 10. ART ST UDIOS 11. MEZZANINE

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SECOND FLOOR

F I RS T F LOO R


[ A BOYS AND GIRLS CLUB FOR NEW ORLEANS ]

T h is projec t foc uses on environmen ta l c o n tro l s y s tems w i th in a b u i ld in g . Th e in ten t i on is t o e xp l ore ways on- s i t e e ne rg y g e ne rat ing t e c hniq ue s c an b e b e tt e r int e g rat e d int o t he arc hi tectu ral d esign of a b u ildin g . A stu dy of th e arch i tectu re of env iron men tal con trol sy stems was als o nec essa ry to il lustra te th e a es th etic s o f a d id a c tic a p p ro a c h to th e imp lem e nt at ion of s i t e s p e c i f ic t e c hnolog ie s .

27|studio|2012


The stra tegies emp l oyed to a d d res s th e p reva i l i n g env iro n men ta l cond i t ions s oug ht t o p r im ar i ly p rom ot e p as s ive s t rat e g ie s , whi le ac t ive s t rat e g ie s p e r for m a d ual function . Th e first major strategy is a sig n i fican t solar array th at serves as a sha ding a ppa ra tus fo r th e c en tra l ly lo c a ted o u td o o r s p a c e. Th e o the r s t rat e g i e s are s up p l ie d by a rainwat e r c ol le c t ion s ys t e m ; t he g re e n wal ls t hat as s is t wi t h c ool ing an d in su lation , water wal ls th at assist w i th evaporative an d rad ian t coolin g a nd a founta in (s p la s h p a d ) in th e mi d d l e o f th e o u td o o r s p a c e.


A c en ter in th e mo d el o f a B oy s a n d Gir ls C lu b i s p rop os e d . T he id e a is t o ad d re s s a s i t uat ion whe re hor t at ive ap p roac he s t o d e s ig n would b e e c hoe d i n th e bu ildin g’s p rogram an d stated goals. Th e tech n ologies emp loyed s eek to d raw a d va n ta g es fro m th e c o n d i tions of t he p re vai l ing p hys ic al e nvironm e nt .

29|studio|2012


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THIRD FLOOR

FOURTH FLOOR 1. 2. 3. 4. 5. 6.

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LOB B Y AU D I TOR I U M STOR A G E G A LL ERY LOA D I N G R ESTR OOMS

7. OPEN OF F I C E S PACE 8. M EETI N G R OOM (LARGE) 9. M EETI N G R OOM (SMALL) 10. LOU N G E A R EA 11. EXTER I OR TE RRACE 12. M EC HA N I CA L ROOM

6

T he p rop os al c al ls for a d e l i b e rat e div ision b etw een th e sp ace occu pied by P rosp ect New Orlean s (th ree b ottom levels) , an d t he d e s ig nat e d inc ub at or s p ac e s et aside for commercial lease (th e top th ree levels.)

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GROUND FLOOR

SECOND FLOOR


[ PROSPECT NEW ORLEANS HEADQUARTERS ]

P ro s p ec t New Or lea n s i s th e i n ter n a tio n a l b ien n ia l ex h i b i t i on for c ont e m p orar y ar t i n N e w Or le ans . T he found at ion is c om m i tt e d t o b ui ld ing a c ont e m p orary art tou rism in frastru ctu re u pon a sig n atu re even t th at galvan izes local a rt c rea tio n a n d en trep ren eu r ia l a c tiv i ty w h i le a ttra c t ing t e ns of t hous and s of ar t love r s t o N e w Or le ans e ve r y ot he r ye ar.

31|studio|2011


T he c our tyard , a void c re a ted on th e s e c ond le ve l affe c t s t he c omplete m as s of t he b ui ld i ng i n s e ction . Th e c onfe re nc e room s p roj e c t in to th e s p ac e wi t h t he ap p e aranc e of h overin g c ub e s from b e l ow.


33|studio|2011


[ ARCHITECTS WEEK BENCH ]

(collaborators: Michael Zizik, Derek Magee, Gavin Newman, Brad Rohman, Chris Berends & Ellen Hailey) Tu lan e S c hool of Arc hi tec ture fur n i tu re p ro to ty p e d es ig n c o mp eti tio n

The bench was designed to be a prototype that could be quickly maunfactured and easily mass produced. Instead of chasing wild forms and trying to re-invent a time tested standard, this proposal sought to distill the essence of the sitting appartus for multiple people to two elements the structure (the welded frame) and the surface (the glue laminated wooden strips.)


[ SUKKAH ]

(collaborators Garrett Jacobs, Michael Greene & Nels Erickson)

The sukkah is a temporary structure built for the Jewish harvest holiday Sukkot. Jewish law specifies that a sukkah must have at least three walls and the roof covering can only be made of something that once grew out of the earth but is since uprooted prior to usage.

35|shop|2009


THANK YOU.


37|lagniappe|2003



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