ARCH 544

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BARN

160'-13/4"

Scale

Date

DesignedBy

CheckedBy

School of Architectureersity of Hawaii at Manoa

Fall 2010

ARCH 544

Sheet NumberSheet Name

1" = 20'-0"

A01Concept & Site PlanKhunshan, Jiangsu Province China

VISITOR'S CENTER

12/1/2010

Tuan Tran

Prof. Pu Miao

23DView1

33DView2

83DView5

93DView7

113DView10

123DView11

133DView12

VISITOR'S CENTERed States, ADA compliance lawfully requires for all buildings and facilitiesby public. These buildings are designed in such way to make surey to the disable. However, in designers viewpoints, ADA regulationsaesthetics of their designs and therefore, very often, they design buildingsities based on physically normal occupants. As a result, disable peoplethe buildings architectural spaces differently from the normal people.

ns concept is to integrate ADA compliance into design process so thatople will be able to access as well as to experience the Visitors Center asople do. The ADA ramp which is allow disable people reach ground floor andor will be the center point of the design. People (both disable and normal)mp can easily experience the natural and architectural spaces. All activitiesing such as restaurant, rental shops, and snack shop, horse carriageas, boat waiting area, and bike rental parking can be seen from the ramp.court yard in the center of the ramp is interior garden as well as the gathering

LAKE YANGCHENG KUNSHAN JIANGSU CHINA

SITE LOCATION

eng

Rail station

Railway

CONCEPTDEVELOPMENT

ROAD

PATHWAY

SERVICE LOADING AREA

BRIDGE CONNECTING TO RAIL STATION

HORSE CARRIAGE

PROGRAM

O RI EN AT IO N 2800(sqft) E XH IB IT IO N 1190 S NA CK SH OP 789 R EN TA L SH OP 2171 HORSE CARRIAGE WAITING AREA 2200 WC 950

INDOOR DINNING 3400 OUTDOOR DINNING 3000 K ITC HEN 1850 S TO RA GE 430 WC (RESTAURANT) 500

M AINT ENANCE 420 BIKE RENTAL PARKING 2500 O FFICE 350

TOTAL BUILDING AREA 10400sqft

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6

5

4

3

2

1

8

9

11

H

H

J

J

K

K

G

G

F

F

E

E

D

D

CB M

M

N

N

P

P

10

7

P'

P'

2C10X30X.75

Maintenance

O ffi ce B ik e re nt al

FirstAid

Storage

Kitchen

IndoorDinning

OutdoorDinning

Bikeparking

Courtyard

Horsecarriagewaitingarea

Boatwaiting area

Snackshop

18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 20' - 0" 17' - 0" 4' - 0"

8'-0"

18'-0"

18'-0"

14'-0"

18'-0"

18'-0"

18'-0"

18'-0"

20'-0"

45'-0"

18'-0"

20'-0"

45'-0"

50'-0"

18'-0"

0 ' - 0 "0 ' - 0 "

0 ' - 0 "

0 ' - 0 "-1'-6"

0 ' - 0 "

-3'-0"

0 ' - 0 "

-9'-0"

-9'-0"

6'-105/32"

3'-5 9/32"

10'-37/16"

-3'-0"

-12'-0"

-2'-49/16"

3

A05

downpout

1stFLOORPLAN0' -0"

1stFLOORPLAN0' -0"

2ndFLOORPLAN15' -0"

H J KGFED M N PP'

ROOFPLAN33' -0"

of 4-0"

of 5-6"

3

A05

downspout

Scale

Date

DesignedBy

CheckedBy


Fall 2010ARCH 544


1/8" = 1'-0"A021st FL Plan & Elevation

Khunshan, Jiangsu Province China

VISITOR'S CENTER

12/1/2010

Tuan Tran

Prof. Pu Miao

1/8"= 1'-0"1stFLOORPLAN

on

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DN

UP

DN

UP

DN

6 6

5

4

3

1

8

9

11

H

H

J

J

K

K

G

G

F

F

E

E

D

D

CBA M

M

N

N

P

P

10 10

7 7

P'

P'

OrientationRM

ExhibitionRM

Rentalspace

MEC.

19'-0"

15'-0"

15'-0"

15'-0"

15'-0"

18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 20' - 0" 17' - 0"

8'-0"

18'-0"

18'-0"

14'-0"

18'-0"

18'-0"

18'-0"

18'-0"

18'-0"

18'-0"

18'-0"

20'-0"

45'-0"

50'-0"

18'-0"

3

A05

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

downspout

1stFLOORPLAN0' -0"

2ndFLOORPLAN15' -0"

HJK G

F

F E D

C B A

MNP P'

ROOFPLAN33' -0"

Roof 118' -0"

Roof 452' -0"

Roof 566' -6"

3

A05

downspout

Scale

Date

DesignedBy

CheckedBy


Fall 2010ARCH 544


1/8" = 1'-0"A032nd FL Plan & Elevation


VISITOR'S CENTER

12/1/2010

Tuan Tran

Prof. Pu Miao

1/8"=1'-0"1

2ndFLOORPLAN

1/8"= 1'-0"2

NorthElevation

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DN

6 6

5

4

3

2

1

8

9

11

H J KGFEDC

C

B

B

A

A

M N P

10 10

7 7

P'

33'-6"

33'-6"

33'-6"

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

downspout

downspout

19'-0"

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

i=2%

downspout

1stFLOORPLAN0' -0"

2ndFLOORPLAN15' -0"

654321 8 9 11107

Horsewait area-3' -0"

ROOFPLAN33' -0"

GROUND-10' -0"

Roof 452' -0"

Roof 566' -6"

?

Hollowsteel framepaintedwhite

CurtainWall withAlum.PanelCurtainWall withAlum.Panel


1stFLOORPLAN0' -0"

2ndFLOORPLAN15' -0"

6 5 4 3 2 18911 10 7

ROOFPLAN33' -0"

Boatwaiting-9' -0"

Roof 118' -0"

Roof 452' -0"

Roof 566' -6"


PlasterWallCurtainWall withAlum.Panel

Scale

Date

DesignedBy

CheckedBy


Fall 2010ARCH 544


1/8" = 1'-0"A04Roof Plan & Elevations


VISITOR'S CENTER

12/1/2010

Author

Checker

1/8"= 1'-0"1

ROOFPLAN

1/8"=1'-0"2

EastElevation

1/8"= 1'-0"3

WestElevation

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1stFLOORPLAN0' -0"

2ndFLOORPLAN15' -0"

H J KGFED

CBA

M N PP'

ROOFPLAN33' -0"

Roof 118' -0"

Roof 345' -6"

2

A05

A05

4

1stFLOORPLAN0' -0"

2ndFLOORPLAN15' -0"

6 5 4 3 2 18911 10 7

ROOFPLAN33' -0"

Roof 118' -0"

-

---

Roof 452' -0"

1

A05

Roof 566' -6"

A05

3

1stFLOORPLAN0' -0"

7

Roof 118' -0"

ofing membrancegradeplywoodHK 2% sloptaperedrigidthermalnrierht concreteking

finish floororgradeplywood subflooreperrrierhk .levelingmotarlayeredconcrete slaboofing membranceel bed

Non sliperytile1"thk.min.levelingmotarlayerReinforcedconcreteslabWaterproofing membrance6-8"gravel bed

3coat stuccofinish3/8"thick plasterlath

6"batt insulationlayerlightgauge6"studframe@16" O.C.

A064

A06

5

A06

6

1stFLOORPLAN0' -0"

2ndFLOORPLAN15' -0"

M

ROOFPLAN33' -0"

Roof 118' -0"

Waterproofing membrance5/8"ext. gradeplywood2"min.THK2% sloptaperedrigidinsulationVaporbarrierLightweight concreteMetal desking

Non sliperytile1"thk.min.levelingmotarlayerReinforcedconcreteslabWatermembranceGravel bed

Non sliperytile1"thk.min.levelingmotarlayerReinforcedconcreteMetal deskingSteel structure

3coatstuccofinishWaterproof

3/8"thick plasterlath6"batt insulationlayer

lightgauge6"studframe@ 16"O.C.

A061

A06

2

A063

Alum.suspended gypsum boad

Waterproofing membrance5/8"ext. gradeplywood

2"min.THK2% sloptaperedrigidinsulationVaporbarrier

Lightweight concreteMetal desking

Scale

Date

DesignedBy

CheckedBy


Fall 2010ARCH 544


As indicatedA05Sections


VISITOR'S CENTER

12/1/2010

Tuan Tran

Prof. Pu Miao

1/8"=1'-0"SectionA

1'-0"nB

3/4"=1'-0"3

WallSection13/4"=1'-0"

4WallSection2

53D Section1

63D section2

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DN

UP

DNUP

DN

6

5

4

3

2

1

8

9

11

H

H

J

J

K

K

G

G

F

F

E

E

D

D

C

C

B

B

M

M

N

N

P

P

10

7

P'

P'

18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 20' - 0" 17' - 0" 4' - 0"

8'-

0"

18'-

0"

18'-

0"

14'-

0"

18'-

0"

18'-

0"

18'-0"

18'-

0"

20'-

0"

45'-

0"

18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 20' - 0" 17' - 0" 4' - 0"

20'-

0"

45'-

0"

W8X10

W8X10

W8X10

W8X10

W12X26

W12X26

W12X26

W12X26

LW ConcreteonMetalDeck2nd

floor

LW ConcreteonMetalDeck2nd

floor

W12X26

W12X26

W8X10

W8X10

W8X10

W8X10

W12X26

HSS2.375X0.125

W10X33W10X33W10X33W14X34

W10X33

C15X50

W10X33

C15X50

W10X33

W10X33

W12X26

Holein concreteslabforHVACpipes

6

5

4

3

2

1

8

9

11

H

H

J

J

K

K

G

G

F

F

E

E

D

D

C

C

B

B

M

M

N

N

P

P

10

7

P'

P'

24x4

W8X10

W8X10

W8X10

W8X10

W12X26

W21X44

W21X44

W21X44

W21X44

W12X26

W12X26

BridgeBeam

W12X26

W12X26

W8X10

W8X10

W8X10

W8X10

W8X10

W12X26

W4X12

W12X26

W12X26

W12X26

W12X26

W12X26

24K12

W6X9

W6X9

W6X9

24K12

WT20X1812L6X6X5/16X3/4

2L6X6X5/16X3/4

W10X33W10X33W10X33W10X33

W10X33

W10X33

W10X33

W8X10

W12X35 W12X35 W12X35

W10X49

18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 20' - 0" 17' - 0" 4' - 0"

8'-

0"

18'-0"

18'-0"

14'-

0"

18'-

0"

18'-0"

18'-

0"

18'-

0"

20'-

0"

45'-

0"

50'-

0"

18'-

0"

18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 20' - 0" 17' - 0" 4' - 0"

20'-

0"

45'-

0"

3

A05

Openingin concreteslabforHVAC pipe

Openingin concreteslabforexhaustingfans

Scale

Date

DesignedBy

CheckedBy


Fall 2010ARCH 544


1/16" = 1'-0"A07Structure layout


VISITOR'S CENTER

12/1/2010

Tuan Tran

Prof. Pu Miao

/16"=1'-0"oof 1

eSection

5TypicalFrame1

1 TypicalFrame2

6BridgeStructure

Momentconnection

ShearconnectionMajorbeam (openweb truss)

Minorbeam (wideflange steel beam)

Cantiliveredbeam

Wideflange steelcolumn

Momentconnection

Shearconnection

Minorbeam (wideflange steel beam)

Majorbeam (W steelbeam)

Tsteel bracingbeam

bracingbeam

X-bracing

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2

1

8

9

11

H J KGFED

CBA

M N P

10

7

P'

6

5

4

3

2

1

8

9

1

H J KGFED

CBA

M N P

1

7

P'

5

HGFEDC

4'- 0"

0' - 0"

' - 0"

Scale

Date

Designed By

Checked By

School of Architectureniversity of Hawaii at Manoa

Fall 2010ARCH 544


As indicA08MEP and Detail model


VISTOR'S CENTER

12/01

Tua

Prof. Pu

1" = 18'-0"First Floor MEC Plan

1" = 18'-0"2

Second Floor MEC Plan

'-0"ection 1

4MEP 3D View

OUTLINE SPECIFICATION

1. STRUCTURAL SYSTEM

a. Column Size Material Spacing W-Flange Steel Column W12x35 Steel ASTM A992 50'-0" @ 18'-0" W-Flange Steel Column W10x49 Steel ASTM A992 37'-0" @ 18'-0" W-Flange Steel Column W10x33 Steel ASTM A992 45'-0" @ 18'-0"

b. Main Beam Size Material Spacing Open web Steel Truss 24K12 Steel A36 50'-0" @ 18'-0" W-Flange Steel Beam W21x44 Steel ASTM A992 45'-0" @ 18'-0" W-Flange Steel Beam W12x26 Steel ASTM A992 37'-0" @ 18'-0"

c. Minor beam Size Material Spacing W-Flange Steel Beam W6x9 Steel ASTM A992 18'-0" @ 5'-0" W-Flange Steel Beam W8x10 Steel ASTM A992 18'-0" @ 6'-6" W-Flange Steel Beam W8x10 Steel ASTM A992 18'-0" @ 8'-8"

DETAIL MODEL 1

DETAIL MODEL 2

DETAIL MODEL 3

GAL. METAL COPE

WOODEN BLOCK

LIGHT GAUGE METAL STUD FRAME

MINOR BEAMw-FLANGE STEEL BEAM

MAJOR BEAMW-FLANGE STEEL BEAM

ONCRETE ON METAL DESKING

ULATION TAPERED 2% SLOPE

TER PROOFING MEMBRANCE

VAPOR BARIER

INSULATION LAYER

2 COAT STUCCO FINISH

3/8" THK, EXT GRADE PLYWOOD

ANGLE CLIP

WOOD CANT STRIP

WOOD NAILER

2 COAT STUCCO FINISH

METAL LATH (MESH)

/8" THK EXT. GRADE PLYWOOD

2. ROOFING Water proofing membrance 5/8" THK. exterior grade plywood 2" min. THK. 2% slope tapered rigid insulation V ap or ba rr ie r l ight weight concrete M etal de sk in g S te el s tr uc tu re

3. EXTERIOR WALL Exterior emulsion paint (3 coats) Cement Portland base water proofing base coat 2 coats stucco finish Metal la th (mesh) 3/8" THK. ext. grade plywood sheat 6" batt insulat ion light-gauge 6" steel stud frame 3/8" THK. plywood sheat V ap or ba rr ie r

4. INTERIOR WALL Interior emulsion paint (3 coats) 1" mortar p laster Metal la th (mesh) 3/8" THK. plywood sheat 6" batt insulation (for conditioned space) 6" l ight-gauge steel stude frame 3/8" THK. plywood sheat Vapor barier (for conditioned space)

5. CEILING

a. CEILING 1 (for interior) Alum. suspended frame Gypsum board ceil ing 24"x24"

b. CEILING 2 (for exterior) Alum. suspended frame Metal lath 2 coat mortar p laster Exterior emulsion paint

FLOOR

a. FLOOR 1 1" THK. Wooden finish floor 1" exterior grade plywood subfloor 3"x2" wooden sleepers @ 18" @O.C. V ap or ba rr ie r 1" min THK. leveling mortar layer Reinfored concrete slab

b. FLOOR 2 None s lipery ti le Cement bound layer 1" min THK. leveling mortar layer Reinfored concrete slab

PRODUCTION IMFORMATION

Occupancy A-2Typ e o f c on st ru ct io n I I -A (No n-co mb us ti bl e 1 -h ou r f ir e- re si stan t r at in g)Allowable building height and floor area OK? Height max 65ft (3 stories) and maximum building area

15,500 OKCombustibility of Material of structural members OK? Fireproofing materials or fire-resistive board for steelstructural steel columns, beams, joist, floor, roof decking OKFire resistive requirements of structural members: Using Fire Burn Barrier Mastic for structural members OKNumber of exits for each room OK? OKLocations of exits for each room OK? OKTravel distances to exits in each room OK? 200ft for unsprinklered Section 1016.1 (2009 IBC) OKDoor swing directions for each room OK? OKWidths of doors/corridors/stairs OK? OKLengths of corridors OK?

Corridor enclosure OK? OKStairway enclosure OK? OKExit discharges OK? OKAccessibility of each room OK? OKToilet accessibility OK? OK

BUILDING CODE CHECKLIST

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Scale

Date

Designed By

Checked By


Fall 2010ARCH 544 12" = 1'

A09RenderingKhunshan, Jiangsu Province China

VISITOR'S CENTER

12/1

Tua

Prof. Pu

" = 1'-0"

View 1_1

" = 1'-0"View 2_1

" = 1'-0"View 3_1

" = 1'-0"View 4_1

12" = 1'-0"5

3D View 5_1

12" = 1'-0"6

3D View 7_1

12" = 1'-0"7

3D View 9_1

12" = 1'-0"8

3D View 10_1

12" = 1'-0"9

3D View 11_1

12" = 1'-0"10

3D View 12_1

12" = 1'-0"11

3D View 13_1

" = 1'-0"Section 1_2

12" = 1'-0"14

3D section 2_2

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Scale

Date

Designed By

Checked By


Fall 2010ARCH 544

A14Physical modelsKhunshan, Jiangsu Province China

VISITOR'S CENTER

12/1

Tua

Prof. Pu

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Scale

Date

Designed By

Checked By


Fall 2010ARCH 544


VISITOR'S CENTER

12/1

Tua

Prof. Pu

8/12/2019 ARCH 544

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Scale

Date

Designed By

Checked By


Fall 2010ARCH 544


VISITOR'S CENTER

12/1

Tua

Prof. Pu

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Scale

Date

Designed By

Checked By


Fall 2010ARCH 544


VISITOR'S CENTER

12/1

Tua

Prof. Pu

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Documents

ARCH 544