works of adam nicholas smith

A Collection of Works by Adam Nicholas Smith

DESIGN

SCHOOL OF ARCHITECTURE, DESIGN, AND PLANNING

EXPLODEDAXON DIAGRAMS

STRUCTURE

HVAC

SHADING DEVICES

PROGRAM SPACES

CIRCULATION ANDEGRESS

MAX TRAVEL DISTANCE TO FIRE EXIT: 130’

ALL FIRE SEPARATIONS: DOUBLE LAYER GYPSUM AT 2 HR FIRE RATING

SITE CIRCULATION

RAINWATERHARVESTING

GREEN ROOFS


STRUCTURE

HVAC

SHADING DEVICES

PROGRAM SPACES




SITE CIRCULATION

RAINWATERHARVESTING

GREEN ROOFSEXPLODEDAXON DIAGRAMS

STRUCTURE

HVAC

SHADING DEVICES

PROGRAM SPACES




SITE CIRCULATION

RAINWATERHARVESTING

GREEN ROOFSEXPLODEDAXON DIAGRAMS

STRUCTURE

HVAC

SHADING DEVICES

PROGRAM SPACES




SITE CIRCULATION

RAINWATERHARVESTING

GREEN ROOFS

A

A

BB

C

C

DD

1 - INFORMAL CRITIQUE SPACE2 - FACULTY OFFICE3 - REST ROOM4 - STUDIO5 - FORMAL CRITIQUE SPACE6 - GALLERY7 - STORAGE CLOSET

1

2

2

2

2

3

3

4

4

45

6

7

7

STRUCTURE

HVAC

SHADING DEVICES

PROGRAMING

SECTION AA

FLOOR PLAN - LEVEL 1

AN ADDITION FOR THE UNIVERSITY OF KANSAS. THE DESIGN ALLOWS FOR MUCH NEEDED STUDIO SPACES, FORMAL AND INFORMAL CRIT AREAS, OFFICES, AND A GALLERY. THE STUDIOS ARE MORE OF AN OPEN WORK ENVIRONMENT TO ENCOURAGE STUDENT INTERACTION AMONG THE ENTIRE STUDENT BODY.

ROOF WITH WATERPROOFING MEMBRANE, 3/4” PLYWOOD PANEL, SHAPED 6” MAX H BOARD INSULATION FORMING SLOPE, 6” COMPOSITE SLAB OF CONCRETE FILL OVER GALVANIZED METAL DECKINGALUMINUM FLASHING, 3/4” PLYWOOD PANEL, BATT INSULATION, 3/4” PLYWOOD PANELVENTILATION LOUVERALUMINUM FLASHING, 3/4” PLYWOOD PAN EL, SHAPED 3” MAX H BOARD INSULATION, ALUMINUM SOFFIT PANELSTRUCTURAL FRAME FORMED BY STEEL 21”X10” BAR JOISTS, 2” FIREPROOFINGDOUBLE SKIN FACADE WITH INTERIOR SUN SHADING LOUVER SYSTEM, INTERIOR LAYER OF 1/2” GYP, 3/4” PLYWOOD PANEL, 5-1/4” EX-TRUDED POLYSTYRENE INSULATION, 1/8” ALU-MINUM PANEL, EXTERIOR LAYER OF ALUMINUM BOX PROFILE UPRIGHT AND FASTENED AT ENDS WITH BOLTED STEEL PLATES, GLAZED FACADE WITH 2-1/2” X 6” ALUMINUM BOX PROFILE MUL-LIONS AND TRANSOMS, 1/4 - 1/2 - 1/4” ALUMINUM DOUBLE GLAZING UNITS WITH LOW-E GLASS FOR OUTER LAYERSTRUCTURAL W10X54 STEEL COLUMN, 2” FIRE-PROOFINGDOUBLE SKIN FACADE WITH INTERIOR SUN SHADING LOUVER SYSTEM, ALUMINUM BOX PROFILE UPRIGHT AND FASTENED AT ENDS WITH BOLTED STEEL PLATES, GLAZED FACADE WITH 2-1/2” X 6” ALUMINUM BOX PRO FILE MUL-LIONS AND TRANSOMS, 1/4 - 1/2 - 1/4” ALUMINUM DOUBLE GLAZING UNITS WITH LOW-E GLASS3” X 3” X 1/4” ANGLE IRON4” X 6” MODIFIED STEEL CHANNEL4” X 6” X 1/4” ANGLE IRON4” COMPOSITE SLAB OF LIGHTWEIGHT CON-CRETE FILL OVER 2” GALVANIZED METAL DECKSTRUCTURAL FRAME FORMED BY W21X48 STEEL BEAM, 2” FIREPROOFINGINTERIOR FLUORESCENT LIGHTHVAC OUTLET4” GALVANIZED METAL DECK, 18” LIGHTWEIGHT CONCRETE SLAB1” STEEL BEARING PLATEALUMINUM FLASHING2’ CONCRETE FOUNDATION WALL, 4” EXTRUDED POLYSTYRENE INSULATION12” CONCRETE SLAB ON GRADE, 4” RIGID INSU-LATION, GRAVEL, EARTH

1-

2-

3-4-

5-

6-

7-

8-

9-10-11- 12-

13-

14-15-16-

17-18-19-

20-

1

7

8

6

5

4

12

16 17

20

109

11

13

14

15

18

19

2

3

ROOF56’ - 0”

LEVEL 442’ - 0”

LEVEL 214’ - 0”

LEVEL 10’ - 0”

BASEMENT-14’ - 0”

DETAILED WALL SECTIONSCALE: 1/2” = 1’-0”

R36

R35

R9


1-

2-

3-4-

5-

6-

7-

8-

9-10-11- 12-

13-

14-15-16-

17-18-19-

20-

1

7

8

6

5

4

12

16 17

20

109

11

13

14

15

18

19

2

3

ROOF56’ - 0”

LEVEL 442’ - 0”

LEVEL 214’ - 0”

LEVEL 10’ - 0”



R36

R35

R9


1-

2-

3-4-

5-

6-

7-

8-

9-10-11- 12-

13-

14-15-16-

17-18-19-

20-

1

7

8

6

5

4

12

16 17

20

109

11

13

14

15

18

19

2

3

ROOF56’ - 0”

LEVEL 442’ - 0”

LEVEL 214’ - 0”

LEVEL 10’ - 0”



R36

R35

R9

BASEMENT FLOOR PLANSCALE: 1/8” = 1’-0”

PARKING GARAGEMECHANICAL ROOMLABWOODSHOP

1-2-3-4-1

2

3

4

A B

A

D

C

D

C

B

NATURAL VENTILATIONDIAGRAM VIEW FROM THE NORTHEAST APPROACH

LOOKING SOUTHEAST THROUGH THE COURTYARD

SOUTH ELEVATION


STRUCTURE

HVAC

SHADING DEVICES

PROGRAM SPACES




SITE CIRCULATION

RAINWATERHARVESTING

GREEN ROOFS

GREEN ROOFS

RAINWATER HARVEST-

SITE CIRCULATION

CIRCULATION AND EGRESS

SECTION CC

SECTION BB

SECTION BB

2

6

5

3

4

1

8

7

ROOF DRAIN DETAILSCALE: 1 1/2” = 1’-0”

DRAIN CAP. FASTEN TO DOME WITH FOUR 1/8” X 2” STAINLESS STEEL SCREWS.

STAINLESS STEEL COLLAR. PLACE AROUND DOME TO PROVIDE SUPPORT FOR FILTER FABRIC ABOVE. OUTER DIMENSIONS: 20” X 20” INSIDE DIMENSIONS: 8 1/8” X 8 1/8”

STAINLESS STEEL DOME WITH FLASHING COLLAR. STAINLESS STEEL SCREENING ALONG INSIDE OF GRATING TO SERVE AS SECONDARY FILTER TO FILTER FABRIC.INSTALL DIRECTLY OVER ROOFING MEM-BRANE AND SECURE TO EXTENSION PIPE FLANGE WITH TWELVE 1/8” X 2” STAINLESS STEEL SCREWS. DOME FLANGE DIMENSIONS: 12“ X12”OUTSIDE DIAMETER OF COLLAR: 4” DRAIN OPENING = 9.62 SQUARE INCHES

STAINLESS STEEL EXTENSION PIPE WITH WELDED FLANGE. REST ON RIGID FOAM INSULATION AND SECURE WITH TWELVE AFOREMENTIONED 1/8“ X 2” STAINLESS STEEL SCREWS AFTER INSERTION INTO MAIN DRAIN HOUSING SLEEVE. FLANGE DIMENSIONS: 12” X 12”OUTSIDE DIAMETER OF PIPE: 4 1/2”DRAIN OPENING = 12.56 SQUARE INCHES

STAINLESS STEEL MAIN DRAIN HOUSING. PLACE THROUGH CUT OUT IN STEEL DECK-ING AND ATTACHE TO UNDER-DECK GUTTER EXTENSION FLANGE WITH SEVEN 1/4” X 5 “ STAINLESS STEEL BOLTS.RECEIVER BOX DIMENSIONS: 8” X 8“FLANGE DIMENSIONS: 21” X 21“EXIT SPOUT OUTSIDE DIMENSIONS: 5” X 2 1/4“EXIT SPOUT INSIDE DIMENSIONS: 4 1/2” X 1 3/4“DRAIN OPENING AT EXIT = 7.875 SQUARE INCHES

STAINLESS STEEL GUTER EXTENSION WITH FLANGE. SECURE TO UNDER-SIDE OF DECKING WITH SEVEN 1/4” NUTS. FLANGE DIMENSIONS: 21” X 21”GUTTER EXTENSION OUTSIDE DIMEN-SIONS: 9 5/8“ X 2 1/2”EXIT SPOUT OUTSIDE DIMENSIONS: 9 3/8” X 2 1/4“EXIT SPOUT INSIDE DIMENSIONS: 7 1/2” X 2“DRAIN OPENING AT EXIT = 15 SQUARE INCHES

9 3/8” X 2 1/4“ RUBBER GROMMET TO BE PLACED AROUND GUTTER EXTENSION EXIT SPOUT .

STEEL DOWNSPOUT AND LIGHT SHELF SUPPORT

1

2

3

4

5

6

7

8

ROOF DRAIN TO ROOF AREA SIZING SCHEDULE

WA

OR

ID

MT

NV

CA UT

AZ

CO

WY

NM

TX

OK

KS

NE

SD

NDMN

WI

IL

MO

AR

LA

MSAL

NC

VA

MINY

PA

DE

NHME

TN

KY

WV

IA

SC

NJ

GA

FL

IN OH

MD

CT

MA

RI

VT

3"

3"

3"

3" 3"6"

6" 6"

6"

6"7" 7"

7"

8"8"

9"

4"

4" 4"

4"

4"

4"

4"5"

5"

5"

5"

2"

2"2"

1-1/2"

1-1/2"

DRAIN OUTLET SIZE HOURLY RAINFALL (in inches)

PIPE OPEN 1 1.5 2 2.5 3 4 5 6 7 8SIZE AREA

(inches) (sq. inches)2 3.14 2,880 1,920 1,440 1,150 960 720 575 480 410 3603 7.06 8,880 5,860 4,440 3,520 2,930 2,200 1,760 1,470 1,260 1,1004 12.56 18,400 12,700 9,200 7,360 6,130 4,600 3,680 3,070 2,630 2,3005 19.60 34,600 23,050 17,300 13,840 11,530 8,650 6,920 5,765 4,945 4,3256 28.30 54,000 36,000 27,000 21,600 18,000 13,500 10,800 9,000 7,715 6,7508 50.25 116,000 77,400 58,000 46,400 38,660 29,000 23,200 19,315 16,570 14,500

ROOF AREA SQUARE FOOTAGE

CALCULATE AREA DRAINAGE BY ROOF DRAIN SIZE AT VARIOUS RAINFALL RATES

3,0705,7659,000

19,315

6

480 410 3601,260 1,100

2 3.14 2,880 1,920 1,440 1,150 960 720 5753 7.06 8,880 5,860 4,440 3,520 2,930 2,200 1,760

4801,4701,4707.067.06

SEDUM GREEN ROOF, 4” ENGINEERED SOIL, 3/8” FILTER SHEET, 2-1/2” DRAINAGE MAT, 1/2” ROOT BARRIER, 1/2” ROOF MEMBRANE, 7” EXTRUDED POLYSTYRENE INSULATION, VAPOR BARRIER, 2” GALVANIZED METAL DECKALUMINUM FLASHING, 3/4” PLYWOOD PANEL, 1” RIGID INSULATION, LIGHT GAUGE STEEL FRAM-ING, BATT INSULATIONSTRUCTURAL FRAME FORMED BY W21X48 STEEL BEAM, 2” FIREPROOFINGALUMINUM SOFFIT PANEL, 3/4” PLYWOOD SHEATHING, 4” EXTRUDED POLYSTYRENE INSU-LATION5” x 5” x 1/4” STEEL TUBEGLAZED FACADE WITH 2-1/2” X 6” ALUMINUM BOX PROFILE MULLIONS AND TRANSOMS, 1/4 - 1/2 - 1/4” ALUMINUM DOUBLE GLAZING UNITS WITH LOW-E GLASSSTRUCTURAL W10X54 STEEL COLUMN, 2” FIRE-PROOFING1/2” GYP BOARD, 3/4” PLYWOOD PANEL, 5-1/4” EXTRUDED POLYSTYRENE INSULATION, 1/8” ALUMINUM PANEL4” COMPOSITE SLAB OF LIGHTWEIGHT CON-CRETE OVER 2” GALVANIZED METAL DECK6” X 9” ANGLE IRON, CURTAIN WALL BRACKETINTERIOR FLUORESCENT LIGHTHVAC OUTLET2-1/2” X 3’ HORIZONTAL SUN-SHADING LOUVER4” GALVANIZED METAL DECK, 18” LIGHTWEIGHT CONCRETE SLAB1” STEEL BEARING PLATEALUMINUM FLASHING2’ CONCRETE FOUNDATION WALL12” CONCRETE SLAB ON GRADE, 4” RIGID INSU-LATION, GRAVEL, EARTH

1-

2-

3-

4-

5-6-

7-

8-

9-

10-11- 12-13-14-

15-16-17-18-


1

7

6

8

13

2

4

9

1514

18

17

10

3

5

16

LEVEL 328’ - 0”

LEVEL 214’ - 0”

LEVEL 10’ - 0”


11

12

R36

R30

R4

SEDUM GREEN ROOF, 4” ENGINEERED SOIL, 3/8” FILTER SHEET, 2-1/2” DRAINAGE MAT, 1/2” ROOT BARRIER, 1/2” ROOF MEMBRANE, 7” EXTRUDED POLYSTYRENE INSULATION, VAPOR BARRIER, 2” GALVANIZED METAL DECKALUMINUM FLASHING, 3/4” PLYWOOD PANEL, 1” RIGID INSULATION, LIGHT GAUGE STEEL FRAM-ING, BATT INSULATIONSTRUCTURAL FRAME FORMED BY W21X48 STEEL BEAM, 2” FIREPROOFINGALUMINUM SOFFIT PANEL, 3/4” PLYWOOD SHEATHING, 4” EXTRUDED POLYSTYRENE INSU-LATION5” x 5” x 1/4” STEEL TUBEGLAZED FACADE WITH 2-1/2” X 6” ALUMINUM BOX PROFILE MULLIONS AND TRANSOMS, 1/4 - 1/2 - 1/4” ALUMINUM DOUBLE GLAZING UNITS WITH LOW-E GLASSSTRUCTURAL W10X54 STEEL COLUMN, 2” FIRE-PROOFING1/2” GYP BOARD, 3/4” PLYWOOD PANEL, 5-1/4” EXTRUDED POLYSTYRENE INSULATION, 1/8” ALUMINUM PANEL4” COMPOSITE SLAB OF LIGHTWEIGHT CON-CRETE OVER 2” GALVANIZED METAL DECK6” X 9” ANGLE IRON, CURTAIN WALL BRACKETINTERIOR FLUORESCENT LIGHTHVAC OUTLET2-1/2” X 3’ HORIZONTAL SUN-SHADING LOUVER4” GALVANIZED METAL DECK, 18” LIGHTWEIGHT CONCRETE SLAB1” STEEL BEARING PLATEALUMINUM FLASHING2’ CONCRETE FOUNDATION WALL12” CONCRETE SLAB ON GRADE, 4” RIGID INSU-LATION, GRAVEL, EARTH

1-

2-

3-

4-

5-6-

7-

8-

9-

10-11- 12-13-14-

15-16-17-18-


1

7

6

8

13

2

4

9

1514

18

17

10

3

5

16

LEVEL 328’ - 0”

LEVEL 214’ - 0”

LEVEL 10’ - 0”


11

12

R36

R30

R4

SCUPPER DETAIL

KANSAS CITY PUBLIC LIBRARY

EAST ELEVATION

WEST ELEVATION

LEVEL G2 FLOOR PLAN

LEVEL G1 FLOOR PLAN

LEVEL ONE FLOOR PLAN

THE DESIGN ALSO INCLUDES A BOOKSTORE, CAFE, THEATER, AND AN UNDERGROUND PARKING STRUCTURE. THE CONCEPT FOR THE DESIGN IS CENTERED AROUND NOTIONS OF COMMUNITY. THE DIFFERENT SPACES WITHIN ARE OF DIFFERENT SHAPES AND SIZES IN ORDER TO PROMOTE THEIR INDIVIDUALITY WHILE THE GLASS ENCLOSURE PROVIDES THE ENTIRETY WITH A FEELING OF COHESIVENESS. THE SPIDER FITTED BUTT GLAZED CURTAIN WALL WAS CHOSEN TO EMPHASIZE THE PUBLIC NATURE OF THE BUILDING AND PROMOTE ITS ACCESSIBILITY TO ALL.

TRANSVERSE BUILDING SECTION

TRANSVERSE BUILDING SECTION

LONGITUDINAL BUILDING SECTION

LEVEL THREE FLOOR PLAN

LEVEL FOUR FLOOR PLAN

LEVEL FIVE FLOOR PLAN

CONCEPTUAL SKETCH - SITE PLAN

HALL SECTION - CONCEPTUAL SKETCH

HALL PLAN - CONCEPTUAL SKETCH

ELEVATION / FORM - CONCEPTUAL SKETCH

SECTION / FORM - CONCEPTUAL SKETCH

AERIAL NIGHT RENDER

HALL INTERIOR RENDER

NORTHWEST RENDER FROM LAKESHORE DRIVE

CONCEPTUAL SKETCH - SITE PLAN

HALL SECTION - CONCEPTUAL SKETCH

HALL PLAN - CONCEPTUAL SKETCH

ELEVATION / FORM - CONCEPTUAL SKETCH

SECTION / FORM - CONCEPTUAL SKETCH

THE CONCEPT IS BASED UPON AUDITORY MOVEMENT AND ELE-MENTS OF NATURE.

THE HALL IS SITUATED JUST TO THE SOUTH OF CHICAGO’S NAVY PIER AND CAN BE SEEN FROM LAKESHORE DRIVE. BY COM-PLETING DANIEL BURNHAM’S PLAN, A NEW SECTION OF LAND WOULD BE BUILT UP TO MIRROR THE SITE UPON WHICH SHED AQUARIUM IS LOCATED.

THE EXTERIOR ENCLOSURE WAS FORMED AROUND THE CONCEPT OF A MEGAPHONE IN THAT IT IS TO PROVIDE SHELTER AND GUIDANCE TO SOUND WAVES IN ORDER TO ALLOW THEM TO BE HEARD BY MANY.

THE FORM OF THE HALL ITSELF IS DERIVED FROM THE FORM OF A BLOOMING FLOWER IN THAT IT IS REPRESENTATIVE OF PURITY AND ELEGANCE.

AUDITORIUM SEATING

DESIGN / BUILD

JURY ROOM STOOLTHE STOOL HAD TO MADE OF ONLY 1/2” PLYWOOD AND MUST BE EASILY TRANSPORTABLE. THROUGH LAYERING MANY PIECES TOGETHER THE STOOLS’ BEAUTY IS AN EXPRESSION OF THE MEDIUMS’ STRENGTH.

THE FORM IS SHAPED SO THE STOOL CAN BE UTILIZED IN A VARIETY OF POSITIONS.

THE PAVILION SITS ON THE LEVEE JUST SOUTH OF THE CONVERGENCE OF THE KANSAS AND MISSOURI RIVERS. THE FORM WAS DEVELOPED FROM THE WINDY NATURE OF THE SITE AS WELL AS THE PRESENCE OF FLOWING WATER NEARBY. RECLAIMED LUMBER FROM REGIONAL BARNS WAS USED TO PAY HOMAGE TO THE HISTORY OF THE SITE, AS IT WAS ONCE HOME TO THE KANSAS CITY STOCKYARDS.

WEST BOTTOMS PAVILION

3D MODEL

CONSTRUCTED IN MODULAR SECTIONS

NORTH ELEVATION

SOUTH ELEVATION

LANDSCAPE DESIGN

DESIGN AND INSTALLA-TION OF TERRACES AND PONDS TO MIMIC THE NATURAL CONTOURS OF THE SITE.

THE THREE PONDS ARE ALL CONNECTED BY A STREAM. UPPER AND LOWER PONDS PROVIDE HABITAT FOR FISH AND PLANTS AND ALL THREE ARE AERATED BY THE SAME PUMP LOCATED BENEATH THE WATERFALL.

GALILEO’S PAVILION AT JOHNSON COUNTY COMMUNITY COLLEGE

Galileo’s Pavilion as we envision it will become a landmark for JCCC’s sustainable initiatives, acting as a node from which students and the public can interact and learn of the institution’s environmental integrity that extends to every corner of the campus.

BY STUDIO 804

Located to the southwest of the Science Building, the building incorporates and enhances the existing Galileo Sculpture, and amplifies the artist’s concept of integrating science and nature. The design of the site plays a pivotal role in the pedestrian traffic patterns on the south end of campus. The building is arranged on the site around a courtyard, blending indoors and outdoors with a visual connection between the spaces. The interior spaces function as classrooms, student lounge/coffee bar, and exhibition/ display space.

CAMPUS MAP DALE ELDRED’S SKETCH OF HIS SCULPTURE

EXISTING SITE

J1 J2

C1

C2

D

I

H

AB

M

G E

F

L

K1

K2

A. Sun Dial PlateB. Drought Tolerant LandscapingC1. Wind TurbineC2. Photovoltaic Solar PanelsD. Rigid InsulationE. SkylightsF. Blown Cellulose InsulationG. Green Roof Blocks

H. TJI Wall Studs I. Living Green WallJ1. Reclaimed ChalkboardJ2. High Performance Glazing K1. Summer Sun: 75 degreesK2. Winter Sun: 28 degreesL. Thermal MassM. Rainwater Harvesting

3D SECTION - CONCEPTUAL

The new building is not simply one among many, but an icon that leads the rest of the campus by example. Several design decisions have been made which signify our unique role in informing the public of JCCC’s connection to nature. The facade of the pavilion is clad in slate panels made from reclaimed chalkboards. This inherent contrast to the surrounding buildings is key in not only setting apart this individual building, but more importantly to stake JCCC’s own claim in the field of modern and sustainable design. Other design features include the use of passive heating and cooling systems such as thermal mass, rainwater harvesting, and green roof trays in addition to active systems such as photovoltaics and a wind turbine. These elements are incorporated in the layout of the building, the choice of materials, the assembly of the wall, and the design of the courtyard.

1043'

1039'

1040'

1041'

1037'

1044'

1045'

1042'

1038'

BM -1'-0"SL 1043'-6"

48'-0 3/4"

48'-9 1/8"

32'-6 7/8"

11'-0 1/2"

77' - 0"

Gravel Border 1’ wide x 4” deep x 400’ long = 400 sf Medium Jacks (2-4”) - $175/ton; 1 ton = 75 sf @ 2” deep 400 sf = 5.33 tons (2” deep) = $935 10.66 tons (4” deep) = $1870

Fescue 14,218 sf / 9 = 1580 sq. yd. Briggs Brothers Sod Farms (Overland Park) -Brent $2.10 / sq. yd.; waive delivery fees;1 yd. rolls; week notice = approx. $3300

Grass Pad (Olathe) -Alan $2.79 / roll; includes delivery; consider donating fertilizer

Concrete

SITE PLAN - CONCEPTUAL

SOUTHWEST PERSPECTIVE SOUTHWEST RENDER

DRAFT 12.07.2011

6

0

F l o o r P l a n01 Classroom 102 Classroom 203 Lounge04 Coffee Bar05 Mechanical/ Storage Room06 Restroom07 Tracked Curtain08 Living Green Wall09 Skylights Above

01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

DRAFT 12.07.2011

6

0


01 02

03

04

06

07

0808

F l o o r P l a n

05 05

05

1 - CLASSROOM2 - VESTIBULE3 - LOUNGE4 - COFFEE BAR5 - LIVING GREEN WALLS6 - REST ROOM7 - MECHANICAL / STORAGE

11

3

55 5

4

7

7 7

2 2

6

6

FLOOR PLAN

SETTING THE FOOTING BATTER BOARDS

POURED FOOTINGS

TJI FLOOR JOISTS

1S102

2" CONCRETE SLAB W/FIBERMESH REINFORCING O/6"INSULATION O/2 1/2" GRAVEL

FIRE HYDRANTSURVEY POINT

9'-11" 10'-1 5/8" 12'-3 1/8" 8'-7 5/8" 8'-9 1/8" 8'-9 1/8" 8'-7 5/8" 12'-3 1/8" 9'-10 7/8" 9'-8 1/4"

2S102

4" BLOCK OUT FOR SEWER LINE

8" x 3' DEADMAN

12" BLOCK OUT FOR UTILITIES

9'-6

1/2

"4'

-5"

17'-2 1/2" 17'-2 1/2"

17'-2" 17'-2 1/2"

2'-0

"13

'-0"

11'-8

"11

'-8"

19'-2

"19

'-2"

2'-0

"13

'-0"

11'-8

"11

'-8"

19'-2

"19

'-2"

11'-1 1/8" 21'-6" 11'-0 1/2" 36'-0 1/2" 11'-0" 21'-0 3/8"

13'-1

1 1/

2"

2'-0

"

40'-0

"

21'-6" 11'-0" 36'-1" 11'-0 1/2" 20'-11 7/8"

23'-4

"

5'-4

"

5'-4

"

23'-4

"2'

-0"

13'-1

1 1/

2"

TOP OF FOOTING AT -5'-5 5/8", TYP.

TOP OF FOUNDATION LEDGE AT -1'-5 5/8", TYP.

10'-9

3/8

"10

'-9 3

/8"

10'-8

7/8

"

34'-5"

19'-3 7/8"19'-10"

9"

14'-6" 21'-6 1/2"

19'-0

"40

'-0" 3

S102

5S102

6'-4

"8'

-7 1

/4"

8'-7

1/4

"8'

-7 1

/4"

6'-2

1/2

"

6'-4

"8'

-7 1

/4"

8'-7

1/4

"8'

-7 1

/4"

8'-4 7/8" 8'-9 1/8" 8'-9 1/8" 8'-5 3/8"

9 7/8" 9'-11 1/4" 10'-9"

17'-6

1/2

"5'

-9 1

/2"

10" 34'-4 7/8" 10 1/8"

17'-6

1/2

"5'

-9 1

/2"

10'-5 3/4" 10'-6 1/4"

17'-6

1/2

"22

'-5 5

/8"

6'-6

"6'

-6"

6'-6

"6'

-6"

4'-3"

4'-3

"

3'-3

"

3'-3"

6S102

CL

7 1/

4"

6'-1

1 5/

8"5'

-11

5/8"

1'-0

1/4

"

3

1

2

5

CL

4

1

6

4

5 1/2"

1

2

5

2

2

2

2

11

21

1

1

4

5

5

4

6

3

6

1

1

11'-0"

2

2

2

2

LEGENDKEY NOTESSHEET NOTES

1. XXXXXXXXXXXXXX2. XXXXXXXXXXXXXX

+0'-0": TOP OF FOUNDATION WALL

-0'-2 1/2": TOP OF WALL CUT-OUT FOR CURTAIN WALL

-2'-5 1/2": 7 1/4"W BEAM POCKET FOR ((3) LVL BEAMS (1 3/4x11 7/8)), VERIFY FINAL LOCATION TO ALIGN WITHCENTERLINE OF COLUMN FOOTINGS.

-2'-5 1/2": 5 1/2"W BEAM POCKET FOR ((2) LVL BEAMS (1 3/4x11 7/8)), VERIFY FINAL LOCATION TO ALIGN WITHCENTERLINE OF COLUMN FOOTINGS.

BEAM POCKET, STEP BACK INTERIOR EDGE OF FOUNDATIONWALL TO CREATE 5"X5" POCKET

4" SLEAVE FOR UNDERSLAB DRAIN, VERIFY FINAL LOCATIONIN FIELD

1

2

0 2' 4' 8'N

3

4

5

6

Copyright © 2012 Studio 804, Inc.

Description:

ARCHITECT OF RECORDRockhill + Associates1546 East 350 Road

Lecompton, KS 66050(p) 785.393.0747

Gal

ileo

Pavi

lion

John

son

Cou

nty

Com

mun

ityC

olle

ge

1465 Jayhawk BoulevardMarvin Hall

Lawrence, KS 66045(p) 785.864.4024

www.studio804.com

1234

5C

oll e

geBl

vd.

Ov e

rland

P ark

, KS

662 1

0

s t u d i o

_12University of Kansas804

1.Issued for Client Review 3/1/2012

Date:

3 1 12 CD SET

S101

FOUNDATION PLAN

1/4" = 1'-0"1 STRUCTURAL - FOUNDATION PLAN

35'-2" 11'-11" 20'-1 3/8"

39'-1

"

1'-4

"

2'-6

1/4

"

1'-8"5'-0"

11'-11"20'-7"

39'-1

"

0'-1

0"

2'-6

1/4

"

1'-8

"5'

-0"

7'-4

"

18'-7

3/4

"14

'-5 1

/4"

13'-9

"5'

-4"

2'-8 1/2"

2'-0

"13

'-9"

23'-4

"

1'-4 1/4"

0'-1

0"

0'-10"

1'-8"5'-0"

PW 1.5E LVL 1.25"x11.875", TYP.

3 PL

Y 1.

5E P

WLV

L 1.

75"x

14"

(DR

OPP

ED),

TYP.

PWI-70 11.875", 16" O.C. TYP.

PWI-50 11.875", 12" O.C. TYP.

PW 1.5E LVL 1.25"x11.875", TYP.

PWI-70 11.875", 12" O.C. TYP.

1

1

PW 1.5E LVL 1.25"x11.875", TYP.

PWI-70 11.875", 16" O.C. TYP.

4 PLY 1.5E PWLVL 1.75"x16"(DROPPED), TYP.

2 PLY PWI-70 11.875"

2 PL

Y 1.

5E P

WLV

L 1.

75"x

11

7/8"

(DR

OPP

ED),

TYP.

START 16" O.C.

START 16" O.C.

START 12" O.C.

START 12" O.C. START 12" O.C.

PWI-50 11.875", 12" O.C. TYP.


H3

H1

H1

H1

H1

H2

H1 H1

H1 H1

H9H9

H9H9

1

H1

H1

H1

H1

H2 H3

1.5EPWLVL 1.75" X 11.875" 1.5E PWLVL 1.75" X 11.875"


2 PL

Y 1.

5E P

WLV

L 1.

75"x

11

7/8"

(DR

OPP

ED),

TYP.

3 PL

Y 1.

5E P

WLV

L 1.

75"x

14"

(DR

OPP

ED),

TYP.

2 PLY 1.5E PWLVL 1.75"x11 7/8"

1.5EPWLVL 1.75" X 11.875"

2 PLY PWI-70 11 7/8"

0 2' 4' 8'N

KEY NOTESSHEET NOTES

1. ALL DIMENSIONS TAKEN TO FACE OF JOIST U.O.N.2. COORDINATE FRAMING MEMBERS WITH, BUT NOT LIMITED TO,

MECHANICAL, PLUMBING, ELECTRICAL AND SPECALITYEQUIPMENT FIXTURES.

3. MAINTAIN ROUGH OPENING DIMENSIONS AS NOTED4. ALL RIM BOARDS TO BE 1 1/4" X 16" 1.5E PWLVL U.O.N.

OPENING FOR FLOOR HATCH, CORD. SIZING ANDBLOCKINGMANUFACTURER T.B.D.

1

LEGEND

H1 IUS1.81/11.88H2 U3516/20H3 IUS2.37/11.88H4 MIU 3.12/11H5 --- NOT USED ---H6 IUS1.18/9.5H7 IUS3.56/16H8 IUS2.37/16H9 IUS3.56/11.88

PWI - AS SCHEDULED

PWLVL - AS SCHEDULED

JOIST HANGERS, PER MANUFACTURERRECOMMENDATIONS


Description:


Lecompton, KS 66050(p) 785.393.0747

Gal

ileo

Pavi

lion

John

son

Cou

nty

Com

mun

ityC

olle

ge


Lawrence, KS 66045(p) 785.864.4024

www.studio804.com

1234

5C

oll e

geBl

vd.

Ov e

rland

P ark

, KS

662 1

0

s t u d i o



Date:

3 1 12 CD SET

S301

FIRST FLOOR -FLOOR FRAMINGPLAN

1/4" = 1'-0"1 FIRST FLOOR - FLOOR FRAMING PLAN

2. Issued For Structural Review 1/26/2012

FIRST FLOOR FRAMING PLAN

FOUNDATION PLAN

1 1.5 1.8 2

F

E

D

C

7 7.3 7.5 83 3.5 4 4.5 5 5.5 6

A

B

7.81.3

18'-5

"9'

-6 1

/2"

(CLE

AR)

3'-5

"+/

-8'-7

1/2"

21'-5 1/2" 11'-1"

3'-7

"(C

LEAR

)2'

-11"

3"5

1/2"

1'-5

"(C

LEAR

)3'

-5"

10'-5

1/8"

13/

4"5'

-83/

8"5'

-83/

8"6'

-01/

8"

+/-2

2'-5

5/8"

17'-6

1/2"

(FIN

ISH

ED)

VER

IFY

1'-2

"

33'-1

11/

2"

2'-2

3/4"

14'-2

1/2"

6'-0

1/4"

20'-7

"4'

-11"

(CLE

AR)

8'-5

1/2"

36'-0 1/2" (OVERALL TO SHEATHING)

(STU

D)

HO

LD1'

-5"

6'-1

11/

2"5'

-11

1/8"

(CLE

AR)

7'-8

3/8"

4'-1

1"(C

LEAR

)8'

-51/

2"

14'-2

1/4"

14'-2

1/2"

5'-6

3/4"

10'-5

1/8"

(CLE

AR)

3'-5

"1'

-5" 5

1/2"

3"

(CLE

AR)

2'-1

1"3'

-7"

22'-5

5/8"

11'-0 1/2" 20'-11 7/8"

6'-0

1/8"

5'-8

3/8"

5'-8

3/8"

+/-1

3/4"

10'-5

1/8"

(CLE

AR)

3'-5

"8'

-71/

2"

17'-6

1/2"

22'-5

5/8"

3"(H

OLD

)3'

-01/

8"3'

-03/

4"5'

-73/

8"2'

-81/

8"3'

-05/

8"3"

51/

2"

WIN

GW

ALL

1'-1

7/8"

12'-11 1/2" 5 1/2" 2'-0" 4'-5 1/8"

9'-10 3/8"

11'-6

5/8"

51/

2"5'

-11

3/8"

51/

2"1'

-5"

40'-0

"

+/-8

'-5"(

EQ)

1'-0

1/2"

+/-8

'-51/

2"(E

Q.)

1

1

7" 3' - 5"

MECHANICAL02

CLASSROOM03

LOUNGE04

MECHANICAL06

COFFEE BAR05

WOMEN08

MEN07

CORRIDOR09

VESTIBULE10

VESTIBULE01

MECHANICAL11

CLASSROOM12

2

2

2

2

2

2

11 1/8" 5'-0 3/8" 5'-0 3/8" 5'-1 1/4" 5'-2 1/4" 2 3/4"

+/- 11 1/2" 5'-8 3/8" 5'-8 3/8" 5'-8 3/8" 5'-8 3/8" 5'-8 3/8" 5'-8 3/8" +/- 11 1/2"4"

7/8"

3"

2 3/4" 5'-2 1/4" 5'-1 1/4" 5'-1 1/4" 5'-2 1/4" 2 3/4"ALIGN FACE OF STUD TO EDGE

OF CONC. FOUNDATION

START16" O.C.

START16" O.C.

EQ EQ

2

START16" O.C.

START16" O.C.

EQ EQ

ALIGN FACE OF STUD TO EDGEOF CONC. FOUNDATION

DOOR HEAD(RO +8'-0" AFF)




DOOR HEAD(RO +8'-0" AFF) DOOR HEAD

(RO +8'-0" AFF)


DOOR HEAD(RO +8'-1 1/2" AFF)

DOOR HEAD(RO +8'-1 1/2" AFF)

G

3 33

0 2' 4' 8'N


1. ALL DIMENSIONS TAKEN TO FACE OF STUD U.O.N.2. COORDINATE FRAMING MEMBERS WITH, BUT NOT LIMITED

TO, MECHANICAL, PLUMBING, ELECTRICAL AND SPECALITYEQUIPMENT FIXTURES.

3. ALL WALL FRAMING TO BE 16" O.C. U.O.N.4. ALL EXTERIOR WALL FRAMING MEMBERS TO BE 9.5" TJI /

LVL'S U.O.N.5. ALL INTERIOR WALL FRAMING MEMBERS TO BE 2X6, U.O.N.6. MAINTAIN ROUGH OPENING DIMENSIONS AS NOTED

LVL HEADER ABOVE, SEE ROOF FRAMING PLAN FORADDITIONAL INFORMATION.

1

LEGEND

LINE OF FOUNDATION WALL AND BLOCK-OUTS BELOW,VERIFY FIELD CONDITIONS

2

ALIGN GREEN WALLS IN ACROSS ENTIRE LENGTH OF BUILDING3


Description:


Lecompton, KS 66050(p) 785.393.0747

Gal

ileo

Pavi

lion

John

son

Cou

nty

Com

mun

ityC

olle

ge


Lawrence, KS 66045(p) 785.864.4024

www.studio804.com

1234

5C

oll e

geBl

vd.

Ov e

rland

P ark

, KS

662 1

0

s t u d i o



Date:

3 1 12 CD SET

S302

FIRST FLOOR -WALL FRAMINGPLAN

1/4" = 1'-0"1 FIRST FLOOR - WALL FRAMING PLAN


36'-0" 11'-1" 20'-11 3/8"

39'-1

1"

8'-4

3/4"

28'-1

01/

4"

11'-1"21'-5"

39'-1

1"

19'-0

1/4"

14'-0

"

2'-8

"

2'-3

1/2"

14'-0

"

4'-4 1/2"2'-1 1/2"3'-0 7/8"2'-1 1/2"3'-0 7/8"2'-1 1/2"4'-0 5/8"

5'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"1'-4"2'-8"12'-0"

4'-7 7/8"2'-1 1/2"3'-0 7/8"2'-1 1/2"3'-0 7/8"2'-1 1/2"4'-3"

8'-4

3/4"

2'-8

"28

'-10

1/4"

1'-7

1/2"

2'-2

"10

'-11

3/8"

PW 1.5E LVL 1.25"x16", TYP.

PWI-70 16", 16" O.C. TYP.

1.5E PWLVL 1.75"x16"

2 PLY 1.5E PWLVL 1.75"x16", TYP..

2

5/8" PLYWOOD BLOCKING

2

PWI-70 16" @ 16" O.C.


2 PLY 1.5E PWLVL 1.75" X 16"

2 PLY 1.5E PWLVL 1.75" X 16"

PW 1.5E LVL 1.75"x16", TYP.

PWI-70 16" SQUASH BLOCKS, TYP.

222 1 1 1

2 PLY 1.5E PWLVL 1.75" X 16"

3 PLY 1.5E PWLVL 1.5" X 9.5"HEADER BELOW (ELEVATION T.B.D.)

START 16" O.C.


2 PLY 1.5E PWLVL 1.75" X 16"



PWI-50 9.5", 16" O.C.ELEVATION T.B.D.

PWI-50 9.5", 16" O.C.ELEVATION T.B.D.

PW 1.5E LVL 1.25"x16", TYP.

PWI-70 16", 16" O.C. TYP.

5/8" PLYWOOD BLOCKING

PW 1.5E LVL 1.75"x16", TYP.


1.5E PWLVL 1.75"x16"

1.5E PWLVL 1.75"x16"

H10 H10

H8H8

H4H4

H4H4

TYP.

H6H6

H8

H8

H8

H8H7

H7

H7

H7

TYP.

H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

H6H6

1 1 1 H8H8

H4H4

H4H4

TYP.

H6H6

H6H6

H8H7H8H7H8H7 H7H7H7H7H7 H8H8H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

H8

2

H8

H8H7

H7

H7

H7

TYP.

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H10 H10

H8 H8 H8 H8 H8H8 H8 H8 H8 H8 H8 H8

H10 H10 H10 H10


1. ALL DIMENSIONS TAKEN TO FACE OF STUD U.O.N.2. ALL RIM BOARDS TO BE 1 1/4" X 16" 1.5E PWLVL U.O.N.

OPENING FOR SKYLIGHT, CORD. SIZING AND BLOCKINGVELUX-VCE2222 - R.O. 22 1/2" x 22 1/2"HEADERS ARE 1.5E PWLVL 1 1/2" X 16"

OPENING FOR SKYLIGHT, CORD. SIZING AND BLOCKINGVELUX-VCE2222 - R.O. 22 1/2" x 22 1/2"HEADERS ARE 1.5E PWLVL 1 3/4" X 16"

1

0 2' 4' 8'N

LEGEND

PWI - AS SCHEDULED

PWLVL - AS SCHEDULED

JOIST HANGERS, PER MANUFACTURERRECOMMENDATIONS

2

H1 IUS 1.81/11.88H2 U 3516/20H3 IUS 2.37/11.88H4 MIU 3.12/11H5 IUS 1.18/9.5H6 IUS 1.18/9.5H7 IUS 3.56/16H8 IUS 2.37/16H9 IUS 3.56/11.88H10 HGUS 414


Description:


Lecompton, KS 66050(p) 785.393.0747

Gal

ileo

Pavi

lion

John

son

Cou

nty

Com

mun

ityC

olle

ge


Lawrence, KS 66045(p) 785.864.4024

www.studio804.com

1234

5C

oll e

geBl

vd.

Ov e

rland

P ark

, KS

662 1

0

s t u d i o



Date:

3 1 12 CD SET

S303

ROOF FRAMINGPLAN

1/4" = 1'-0"1 ROOF FRAMING PLAN


RAISING TJI STUDDED WALL

SETTING THE CURTAIN WALL FRAME IN PLACE

FRAMING THE ROOF

ROOF FRAMING PLAN

WALL FRAMING PLAN

Skills and Experience - Computer - Illustrator - InDesign - Word - Excel - Powerpoint

References Studio 804 Dan Rockhill, Lawrence, KS - Collaborative designing, detailing, coordinating,and construction - Project lead for all structural calculations and framing layout NSPJ Architects Richard Nearing, Prarie Village, KS - CAD work - Takefieldmeasurementsfor additions and remodels Brogan’s Painting and Remodeling Aaron Brogan, Overland Park, KS - Deck additions - Roofingtearoffsandreshingle Landscape Design and Installation Self Employed, St. Louis, MO

Adam Nicholas Smith 5285 Seminole Ct., McLouth, KS 66054 785.865.8493 [email protected]

Education Master of Architecture 2012

University of Kansas, Lawrence, KS

Work History Studio 804 Dan Rockhill, Lawrence, KS -Collaborative designing, detailing, coordinating,and construction -Project lead for all structural calculations and framing layout NSPJ Architects Richard Nearing, Prarie Village, KS -CAD work -Take field measurements for additions and remodels Brogan’s Painting and Remodeling Aaron Brogan, Overland Park, KS -Deck additions -Roofing tear offs and re shingle Landscape Design and Installation Self Employed, St. Louis, MO -Design and installation off planter beds, stone terracing and small ponds -Plant selection and installation Taylor Morley Homes George Stumpf, St. Louis, MO -Rough in framing, and siding and

Skills and Experience - Computer - SketchUp - AutoCAD - Rhinoceros - Revit - 3DS Max - Photoshop

- General building construction and fabrication - Carpentry (rough in, trim, and furniture) - MIG welding - Laser Cutter Operation - CNC operation - Photography - Landscaping

References Dan Rockhill 785.393.0747

Brad Satterwhite 816.808.8185

works of adam nicholas smith

Documents

double layer gypsum

interior layer

aluminum double glazing

modified steel channel4

bolted steel plates

angle iron4 x

aluminum box profile

w21x48 steel beam