Special Collections Pavillion

5' 10' 6' 10' 6'

1'

19'-8

"

27'-8"

5'

23'

11'

14'-6"

10'25

'2'

2' 6' 10' 5'

60'

20'

10'R10'

R5'

R5'

7'-8

"10

'

10'-8

"

6'5'

-6"

R3'

10'

R10"

13'-9

"

12'

13'-8" 12'

31'

8'

78'-6

"

6'

40'

R10'

R10"

10'

23'

23'

40'

46'-5"8"

4'

6'8'

22'-8"

5'

4'59

'

31'

13'

6'6'

18'

19'-5

"

17'-6

"

10'

59'

18'

5'

20'

A0.01Scale

Project number

Date

Drawn by

Checked by

2010.0001

07/14/2010

V. Agarwala, D. Bly, B. Hibbard, D. Mojica, M. Woodcock

Prof. Clark

1/16" = 1'

No. Description Date

Summer 2010

MM2

BIKERACK

Reserv

ed fo

r Fue

l

Efficien

t Veh

icle

Reserv

ed fo

r Carp

ool

ASPHALT PAVING

Special CollectionsPavillion

Site Plan

North

Existing Parking

Bus Shelter

SPECIAL COLLECTIONSREADING PAVILIONTOTAL AREA: 4915 SQUARE FEET

12TH

ST

11TH

ST

PERVIOUS CONCRETE

NATIVE VEGETATION

PROPERTY LINE

PALM

FOOTPRINT

LEGEND

GRAVEL

GRASS

WOOD

SHADED TREE

SHRUB

WATER

SHALLOW WATER POOL AROUNDLIVING WALL

EMERGENCYEXIT

MAIN ENTRANCE

New Parking Addition Alows for 15 Parking Spaces

0' -0"

3" x 6" WALL

2ND AVE

UNIVERSITY AVE

-0'8"

-2'0"

-2'0"

-1'0"

1' TALL RAISED WOOD PLATFORMS

LOW SHRUBS

ADA ACCESS RAMP

PALMS

SHADING TREE

GRASS

VEGETATION FOR SHADING

0'0"

GRAVEL

T.O. SLAB

North Central Florida LibrarySpecial Collections Pavilion

Gainesville, FL

UP

A3.021

A3.01

A3.02

A3.01

2

2

1

1 2 3 4

A

C

D102D103

D106

D101

1A4.01

2A4.01

D105

D104

4' -

0"LobbyR101

Circ

ulat

ion

Des

kR

102

Reference AreaR103

Book Stack AreaR104

StorageR105

Mechanical/Janitor's Room

R106Men's Restroom

R107

Women'sRestroom

R108

3' - 0"

3' - 0"

Informal Reading 1R110

ComputerTerminal

R109

Typ.

Typ.

Typ.

Typ.

Typ.

CorridorR112

20' - 0" 20' - 0" 20' - 0"

B1B1

B

B1

B

B

B

B

B

94' - 0"

10' - 7 1/8"

57' -

4"

10' -

8 1

/4"

6' -

7 3/

4"

22' - 10 1/8"

66' - 1 7/8" 5' - 6" 21' - 2 5/8"

10' -

4"

5' -

0"42

' - 0

"

8' -

7 3/

8"45

' - 0

"3'

- 8

5/8"

22' -

1 1

/2"

3' -

0"32

' - 1

1/2

"

60' - 8 1/2"1' - 10 5/8"

6' - 0" 3' - 0 1/4" 18' - 0 1/2" 3' - 2 5/8"1' - 1 1/2"

6' - 0" 6' - 0" 6' - 0"

6' -

0"6'

- 0"

6' -

0"6'

- 0"

6' -

0"6'

- 0"

6' -

0"

5

19' - 6 1/2"0' - 4 7/8"

19' - 4"0' - 4 7/8"

5' - 0"0' - 4 7/8"

19' - 4"

Clear

North

15' -

6"

24' -

6"

6' -

6 3/

4"

57' -

3"

20' - 0" 40' - 0" 22' - 10 1/8"

94' - 0"

Clear21' - 10 1/2" 5' - 0" 25' - 3 3/8"

0' - 4 7/8"7' - 10 3/16"

ElevatorR113

9' - 6 11/16"

6' - 0 11/16" 3' - 0"

0' - 6"

0' - 4 7/8"

6' - 0 3/4" 3' - 0" 8' - 9"

5' -

0"

0' -

4 7/

8"

29' -

9"

0' -

4 7/

8"

2' -

9 3/

4"

B

15' -

6"

24' -

6"

Mezzanine Above

Soffit Above

Soffit Above

Soffit Above

Header Above

0' -

5"1'

- 7"

13' -

7"

3' -

5"

1' -

9 3/

4"

0' - 0"T.O. Slab

0' - 0"T.O. Slab

0' - 0"T.O. Slab

0' - 0"T.O. Slab

10' - 1" 4' - 0" 9' - 2"

4' -

2 1/

2"5'

- 2"

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

10' - 7 1/8"

New Walkpath New Walkpath

New

Wal

kpat

h

Gravel

Gravel

Grass

Grass

RaisedSeating Area

RaisedSeating Area

Exist Sidewalk

Exi

st S

idew

alk

Gra

ss

Bike Rack

Grass

0' - 10"

0' - 10 1/4"

0' - 10 3/4"

A C1

C2 C2C

C

C

C C1

C1

C1

C2

General Notes1. See sheet A7.01 for interior wall types

I.J.

2' - 11"

Typ.

Typ.

C.J

.

C.J.

C.J.

C.J.

C.J

.

C.J.

C.J.C.J

.

0' -

8 9/

16"

0' -

6 1/

2"3'

- 0"

5' -

8 1/

2"1'

- 1"

4' -

6"

3' - 10 9/16"

3' - 11" Pool

4' -

4"

2' -

5"

1' -

1"

0' - 6 3/4"

0' - 6 3/4"

10' -

8 1

/4"

A

1' - 1 1/2"

34' -

9 1

/4"

4' -

7 1/

4"

3' - 3 3/4"

0' -

3 3/

4"

0' - 3 1/2"

Summer 2010

Scale

Project number

Date

Drawn by

Checked by

Special CollectionsPavilion

08/06/2010

2010.0001

V. Agarwala, D. Bly, B. Hibbard ,D. Mojica, M. Woodcock

Prof. Clark

MM2


Gainesville, FL

3/16" = 1'-0"

A1.01

Floor Plan

Scale: 3/16" = 1'-0"1 Floor Plan


UP

1 2 3 4

A

C

1A4.01

2A4.01


North

5

B

107

ElevatorR113

Open to Below

Guardrail

Guardrail

Guardrail and Handrail

Line of Roof Above

Line of Roof Above

Low Roof

Soffit Above

12" x 12"ConcretePavers



57' -

4"

T.O. SlabTerrace

94' - 0"

10' - 7 1/8" 20' - 0" 20' - 0" 20' - 0" 22' - 10 1/8"25

' - 0

3/4

"16

' - 0

3/4

"10

' - 1

1/2

"

10' - 0 3/8" 56' - 1 1/2" 5' - 6" 21' - 2 5/8"

6' -

1"30

' - 2

7/8

"10

' - 1

0 5/

8"10

' - 1

1/2

"

6' -

1"

24' -

6"

15' -

6"

10' -

8 1

/4"

45' -

0"

8' -

7 3/

8"

10' -

1 1

/2"

94' - 0"

0' - 6 3/4"

0' - 6 3/4"

10' - 0 3/8" 61' - 7"

0' - 10 1/4"

7' - 4 1/4"

0' - 4 7/8"

11' - 11 3/8" 10' - 5" 4' - 0" 9' - 2"

1' - 0"

13' - 0"

T.O. Pavers

Glass BeamsAbove

Low Roof

0' -

10 1

/4"

5' -

2 13

/16"

4' -

2 1/

2"29

' - 1

1 3/

4"0'

- 10

1/4

"

5' -

5"6'

- 0"

6' -

0 3/

8"6'

- 0"

5' -

11 1

/4"

General Notes1. See sheet A7.01 for interior wall types

Line of Roof Above

1' - 1 1/2"

10' - 7 1/8" 20' - 0" 20' - 0" 20' - 0" 22' - 10 1/8"

18' - 0 1/2" 3' - 2 5/8"1' - 1 1/2"

6' - 0" 6' - 0" 6' - 0"

6' -

0"6'

- 0"

6' -

0"6'

- 0"

6' -

0"6'

- 0"

6' -

0"

3' -

3 3/

8"4'

- 4" 2' -

5"

57' -

4"

6' -

7 3/

4"

3' -

8 5/

8"

5' -

2 1/

2"42

' - 0

"

4' -

8"34

' - 9

"

Line of Roof Above

29' -

4 5

/8"

0' -

5"0'

- 5"

0' - 5"

13'-0"

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

3/16" = 1'-0"

A1.02

Mezzanine Plan

Scale: 3/16" = 1'-0"1 Mezzanine Plan


1234

10'x2' Terraclad Panels

5

2A4.01

Clear Insulated DoublePane Glass withStructural Silicone

Stucco

Stucco


Stainless Steel Guardrail

Stucco

Stucco


Living Wall

Foundation. See Structural. Typ.

Terrace Access fromMezzanine Level

Exposed ArchitecturalGrade Beam

Stucco C.J. typ.

Pool for LivingWall Irrigation

24' - 0"

27' - 0"

29' - 7"

0' - 0"

T.O. Parapet

T.O. Beam

T.O. Beam

T.O. Slab

27' - 0"

T.O. Joist

13' - 0"

T.O. Slab

1 2 3 4

10' x 2' TerracladPanels

5' x 1' Terraclad Panels

5

2A4.01

Clear Insulated Double PaneGlass with Structural Silicone

Stainless SteelGuardrail

Stucco

Stainless Steeland Glass Doorsin Stainless SteelFrame

Stucco

StuccoLiving Wall

ExposedArchitecturalGrade Beam

Foundation. See Structural. Typ.Bike Rack


Wood Deck

Pervious Concrete

Stucco C.J. typ

Pool for Living Wall Irrigation

Stucco

29' - 7"

27' - 0"

24' - 0"

0' - 0"

13' - 0"

T.O. Parapet

T.O. Beam

T.O. Beam

T.O. Slab

27' - 0"

T.O. Joist

T.O. Slab

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

3/16" = 1'-0"

A3.01

Exterior Elevations

Scale: 3/16" = 1'-0"2 West Elevation

Scale: 3/16" = 1'-0"1 East Elevation


AC B

1A4.01

Living Wall

Clear Double Glazed InsulatedGlass with Structural Silicone



Stucco

Bike Rack

29' - 7"

13' - 0"

0' - 0"

T.O. Parapet

T.O. Coping

T.O. Parapet

24' - 0"

T.O. Beam

A CB

1A4.01


Clear InsulatedGlass withStructural GlassFins

Stucco

Stucco

Stainless Steel Doorin Hollow Metal Frame

Stucco

Frameless Glass Door withStainless Steel Fixtures

Stainless Steel Guardrail


Clear Double GlazedInsulated Glass withStructural Silicone


29' - 11"

T.O. Parapet

24' - 0"

T.O. Beam

13' - 0"

T.O. Slab

0' - 0"

T.O. Slab

27' - 0"

T.O. Joist

Bike Rack

Stucco ControlJoint. Typ.

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

3/16" = 1'-0"

A3.02

Exterior Elevations

Scale: 3/16" = 1'-0"1 North Elevation

Scale: 3/16" = 1'-0"2 South Elevation


0' - 0"

1 2 3 4

T.O. Beam27' - 0"

T.O. Slab0' - 0"

2A4.01

A5.011

5


StorageR105

Reference AreaR103

Book Stack AreaR104

LobbyR101

ComputerTerminal

R109

T.O. Slab

T.O. Joist

T.O. Parapet

T.O. Slab13' - 0"

AC

T.O. Parapet29' - 7"

T.O. Slab0' - 0"

1A4.01

A5.021

B

Women'sRestroom

R108


Book Stack AreaR104

A5.023

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

As indicated

A4.01

Sections

3/16" = 1'-0"1 Building Section

3/16" = 1'-0"2 Building Section


FibreC PANELS ATTACHEDTO STRUCTURE ABOVE

T.O. Wood Finish

Gypsum

Gypsum

Gypsum

CLEAR INSULATEDDOUBLE PANE GLASSWITH STRUCTURALSILICONE

LIVING WALL. MOISTURE RETENTIONMAT ON WATERPROOF MEMBRANE,EXTERIOR SHEATHING, AND 6" METALSTUD. BOTH SIDES.

ROOFMEADOW GROWTH MEDIAON SEPARATION FABRIC, DRAINAGEMEDIA, ROOT PROTECTION SHEET,PRIMARY MEMBRANE,SLOPEDINSULATION, AND 5" ROOF DECK.

STUCCO ON BACKERBOARD, RIGID INSULATION,

AND 6" METAL STUDS

5" CONCRETE SLAB ONVAPOR BARRIER AND WELL

COMPACTED FILL.SEE STRUCTURAL.

ROOFMEADOW GROWTH MEDIAON SEPARATION FABRIC, DRAINAGE

MEDIA, ROOT PROTECTION SHEET,PRIMARY MEMBRANE,SLOPED

INSULATION, AND 5" ROOF DECK.

5' X 1' TERRACLAD PANELSON RIGID INSULATION AND

6" METAL STUDS.

10' X 2' TERRACLAD PANELSON RIGID INSULATIONAND 6" METAL STUDS.

5' X 1' TERRACLAD PANELS ONRIGID INSULATION AND 6" METALSTUDS.

10' X 2' TERRACLAD PANELS ONRIGID INSULATION AND 6" METALSTUDS.

5" CONCRETE SLAB ONVAPOR BARRIER AND WELLCOMPACTED FILL.SEE STRUCTURAL

CLEAR INSULATEDGLASS WITH STRUCTURAL

GLASS FINS

STAINLESS STEELGUARDRAIL

TERRACE ACCESS FROMMEZZANINE LEVEL

5 x 1 TERRACLAD PANELSON RIGID INSULATIONAND 6" METAL STUDS

12" CONCRETE SLABON METAL DECK

LIVING WALL. MOISTURE RETENTIONMAT ON WATERPROOF MEMBRANE,EXTERIOR SHEATHING, AND 6" METALSTUD ON NORTH SIDE. STUCCO ONMETAL LATH, MOISTURE BARRIER,EXTERIOR SHEATHING, AND 6" METALSTUD ON SOUTH SIDE.

S.S. TROUGH.5" CONCRETE SLAB ONVAPOR BARRIER AND WELL

COMPACTED FILL.SEE STRUCTURAL.

CONCRETE PAVERS OVERPOLYSTYRENE, SLOPED

INSULATION AND, 5" ROOF DECK



CLEAR INSULATEDGLASS WITH STRUCTURAL

GLASS FINSGypsum

CONCRETE PAVERS OVERPOLYSTYRENE, SLOPEDINSULATION AND, 5" ROOF DECK

GUARDRAIL

T.O. Slab0' - 0"


A6.013

A6.014

A6.012

T.O. Glass Beam24' - 4"

A6.011

T.O. Living Wall.South side only.

11' - 3"

T.O. Beam29' - 7"

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

As indicated

A5.01

Wall Sections

1/2" = 1'-0"1 North Wall


BOLT

PATCH FITTING WITHSTRUCTURAL SILICON

GLASS FIN (DIMENSION ASREQUIRED BY WIND

LOAD SEE STRUCTURAL)

PATCH FITTING WITHSTRUCTURAL SILICON

DOUBLE GLAZEDINSULATED GLASS

RESTRAINING BOX

STAINLESS STEEL FURRING CHANNEL

6" STUD WALL

EXTERIOR SHEATHING

3" MOISTURE RETENTION MAT

STUCCO

EXTERIORSHEATHING

EXPOSED ARCHITECTURALGRADE BEAM

WOOD BLOCKING

2-4" ROOFMEADOW GROWTH MEDIA

PRECAST CONCRETE COPING

MOISTURE BARRIER

2" GRANULAR DRAINAGE MEDIA

ROOT BARRIER/WATERPROOF MEMBRANE

INSULATION12" - 14" SLOPE

5" ROOF DECK

STAINLESS STEEL FURRING CHANNEL

EXTERIOR SHEATHING

3" MOISTURE RETENTION MAT

MOISTURE BARRIER

T.O. Slab0' - 0"

29' - 7"T.O. Parapet

T.O. Bar Joist27' - 0"

A6.022

A6.021

A6.023

T.O. Wood Cladding16' - 6"

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

As indicated

A5.02

Wall Sections

1/2" = 1'-0"1 East Wall

1/2" = 1'-0"2 West Wall


FibreC PANEL

58" GYPSUM WALLBOARD

6" METAL STUD

1 12" POLYURETHANE FOAM

2 12" RIGID INSULATION

VERTICAL TRACK

STANDARD CLIPw/ ISOLATOR

1' x 5' x 1 5 8" TERRACLAD PANEL


FibreC PANEL

6" METAL STUD




VERTICAL TRACK

2' x 10' 1 5 8" TERRACLAD PANEL

FibreC PANEL


6" METAL STUD



VERTICAL TRACK



1" WOOD CLADDING5

16" THINSET PORCELAIN TILE


FibreC PANEL

6" METAL STUD




VERTICAL TRACK


COLUMN BEYOND

GUARDRAIL BEYOND

FOOTING BEYOND.SEE STRUCTURAL.

FOOTING BEYOND.SEE STRUCTURAL.



CONCRETE PAVERS OVERPOLYSTYRENE, SLOPEDINSULATION AND, 5" ROOF DECK

5" CONCRETE SLAB ONVAPOR BARRIER AND WELLCOMPACTED FILL.SEE STRUCTURAL

5" CONCRETE SLAB ONVAPOR BARRIER AND WELL

COMPACTED FILL.SEE STRUCTURAL

1" WOOD CLADDING5

8" GYPSUM WALLBOARD

3" SOUND ATTENUATIONBLANKET

PORCELAIN TILE FLOORINGON CONCRETE SLAB

THINSET PORCELAIN TILE BASE

3" PAINTED WOOD BASE

3 - 4" ROOFMEADOW GROWTH MEDIA

SEPARATION FABRIC


14" ROOT PROTECTION SHEET

PRIMARY MEMBRANEINSULATION12" - 14" SLOPE

5" ROOF DECK


SEPARATION FABRIC



PRIMARY MEMBRANEINSULATION

12" - 14" SLOPE

5" ROOF DECK

T.O. Slab0' - 0"



Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2

North Central Florida LibrarySpecial Collections Pavillion

Gainesville, FL

As indicated

A6.01

Details

1 1/2"= 1'-0"4

Geen Wall/Foundation Detail

1" = 1'-0"1 Glass Wall/ Roof Joint

1 1/2" = 1'-0"3

Green Wall/ GreenRoof Joint

1" = 1'-0"2 Glass Wall/ Floor Joint


1 12" DOUBLE GLAZED INSULATED GLASS

BOLTSILICON SEALER

GLASS FIN (DIMENSION AS REQUIREDBY WIND LOAD SEE STRUCTURAL)

PATCH FITTING

RESTRAINING BOXSILICON SEALER & BACKER ROD

1 12" DOUBLE GLAZED INSULATED GLASS

GLASS FIN (DIMENSION AS REQUIREDBY WIND LOAD SEE STRUCTURAL)

STAINLESS STEEL TROUGH

3-4" ROOFMEADOW GROWTH MEDIA

SEPARATION FABRIC



PRIMARY MEMBRANE

PRECAST CONCRETE CAP

12" PVC PIPE DRIP IRRIGATION

6" STUD WALL

WATERPROOF MEMBRANE

38" PVC PANEL

3" MOISTURE RETENTION MAT MRM14

STAINLESS STEEL FRENCH CLEAT CHANNELSTAINLESS STEEL RIVET

ROOF DECK

EXPOSED STEEL BEAM

TREATED WOOD

58" EXTERIOR SHEATHING


SEALING STRIP

STUCCO FINISH

STUCCO PRIMER

POWERWALL STUCCO WITHEXPANDED METAL LATH

MOISTURE BARRIER



STAINLESS STEEL TROUGH

WATERPROOF MEMBRANE

3" MOISTURE RETENTION MAT MRM14

CONTINUOUS RUNNER

38" PVC PANEL

6" METAL STUD WALL

STAINLESS STEEL RIVET

STAINLESS STEEL FRENCH CLEAT CHANNEL


3" MOISTURE RETENTION MAT MRM 14

WATERPROOF MEMBRANE

38" PVC PANEL


STAINLESS STEEL FRENCH CLEAT CHANNEL



Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2

North Central Florida LibrarySpecial Collections Pavillion

Gainesville, FL

As indicated

A6.02

Details

3" = 1'-0"1 Exterior Wall/ Roof Joint

1 1/2" = 1'-0"3 Green Wall/ Exterior Wall Section

3" = 1'-0"2 Exterior Foundation/ Wall Joint


CONCRETE CAP

LAP ROOF MEMBRANE WITHADHESIVE ONTO DOW

WEATHERMATE FLASHING

BUILDING PAPER BOND BREAKBEHIND STUCCO J-BEAD

THREE COAT STUCCO AND LATH ONBUILDING PAPER BOND BREAK

BACKER BLOCK

2 12" EXTERIOR INSULATION

DEFLECTION JOINT

TOP CLIP w/ ISOLATOR

FLASHING

TERRACLAD PANEL

VERTICAL TRACK


6" STEEL STUD


DEFLECTION TRACK

EXTERIOR PLYWOOD, TYP.

PRESSURE TREATED FRAMING, TYP.

LAP SEALANT

ROOF FLASHING

1' x 1' CONCRETE PAVERSOVER POLYSTYRENE

ROOF MEMBRANE12" - 14" SLOPE

COVER BOARD

INSULATION

METAL DECK

METAL CLOSURE ANGLE

2 12" INSULATION

EXTERIOR SHEATHINGSTANDARD CLIP w/ ISOLATOR

AIR/MOISTURE BARRIER

VERTICAL TRACK



METAL CHANNEL

METAL FLASHING"Z" GIRT

TERRACLAD PANEL

BOTTOM CLIP w/ ISOLATOR

PRECAST CONCRETE CAP


SEPARATION FABRIC



PRIMARY MEMBRANE

5" ROOF DECK

TREATED WOOD

SOFFIT FURRING

PARAPET CAP FLASHING

CASING BEAD

SEALING STRIP

STUCCO FINISH

STUCCO PRIMER

POWERWALL STUCCO WITHEXPANDED METAL LATH

MOISTURE BARRIER

SHEATHING

4" METAL STUDS 16" O.C.

SOFFIT

DRIP CLIP

TOP CLIP WITH ISOLATOR

TERRACLAD PANEL

VERTICAL TRACK

RIGID INSULATION


AIR/MOISTURE BARRIER

OPEN WEB STEEL JOIST

BEAM

FURRING TRACK

MEMBRANE ON FIBRE C PANEL

FibreC PANEL

RIVET

STUD WALL

PAINTED GUPSUM BOARD


Type A Type B

InsulatedGlass

InsulatedGlass

Stainless Steel

Stainless Steel

Type C

InsulatedGlass Insulated

Glass

Stainless Steel

Aluminum

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

As indicated

A7.01

Door Schedule


DOOR SCHEDULE

MARK TYPELOCATION MATERIALSSIZE6'-6"x6'-0"x2"D101 BLobby/

Main Entry

Stainlesssteel

7'-0"x3'-0"x2"D102 A WoodPainted

D103 A woodpainted

D104 woodpainted

D105

A

woodpainted

D106

A

1/2" = 1'-0"Door Types

FINISH SCHEDULENUMBER NAME

WALLFINISH

FLOORFINISH

CEILINGFINISH

BASEFINISH COMMENTS

R101 Lobby wood polishedconcrete

fibreC 34" painted

woodR102 Circulation Desk wood/

gypsumpolishedconcrete

fibreC 34" painted

woodSee Interior Elevations for wood/ gypsum transition

R103 Reference Area wood/gypsum

polishedconcrete

fibreC 34" painted

woodR104 Book Stack Area gypsum polished

concretefibreC 3

4" paintedwood

R105 Storage gpysum polishedconcrete

exposed -

R106 Mechanical/ Janitor'sRoom

gypsum polishedconcrete

exposed -

R107 Men's Restroom porcelaintile

porcelaintile

fibreC porcelaintile

R108 Women's Restroom porcelaintile

porcelaintile

fibreC porcelaintile

R109 Computer Terminal glass polishedconcrete

glass -

R110 Informal Reading 1 glass polishedconcrete

glass -

R111 Informal Reading 2 gypsum polishedconcrete

fibreC -

R112 Corridor gypsum polishedconcrete

fibreC 34" painted

woodR113 Elevator gypsum -

1/2" = 1'-0"Interior Wall Types

DOOR FRAMEDEPTH MATERIAL HEAD JAMB SILL COMMENTS

Women's Restroom

Men's Restroom

Mechanical/JanitorRoom

Storage

Corridor/Emergency Exit

A

Stainlesssteel/ glass

6'-6"x6'-0"x2"

7'-0"x3'-0"x2"

7'-0"x3'-0"x2"

7'-0"x3'-0"x2"

D107 Terrace C 6'-6"x6'-0"x2" Aluminum/glass

4 1/8"

4 3/4"

4 3/4"

4 1/8"

4 1/8"

4 1/8"

4 1/8"

HM

HM

HM

HM

HM

HM

ALUM

A/7.02

C/7.02

C/7.02

C/7.02

C/7.02

B/7.02

G/7.02

D/7.02 G/7.02

E/7.02

E/7.02

E/7.02

E/7.02

F/7.02

H/7.02 I/7.02

H/7.02 Exterior grade finish

BASE - AS NOTED ONROOM FINISH SCHED.

FINISH FLOOR


AT TYPE B1 - TERMINATE1" ABOVE CEILING

ONE LAYER5

8" GYPSUMWALLBOARD

3 58" METAL STUD

FRAMING @ 18" O.C.

CEILING

DECK ABOVE

DECK ABOVE

CEILING


- TERMINATE 1" ABOVE CEILING


FINISH FLOOR

ONE LAYER5

8" GYPSUMWALLBOARD

6" METAL STUDFRAMING @ 18" O.C.

1" WOOD CLADDING-TERMINATE 16'6" ABOVE

FINISH FLOOR

DECK ABOVE

CEILING

1" WOOD CLADDINGAT TYPE C1-TERMINATE 16'6" ABOVEFINISH FLOOR

FINISH FLOOR

ONE LAYER5

8" GYPSUMWALLBOARD


DECK ABOVE

CEILING

A B B1 C C1

C2

3" SOUNDATTENUATIONBLANKET


IN PLACE OF WOODTERMINATE 1" ABOVE CEILING

5/16" THINSET PORCELAIN TILETERMINATE 1" ABOVE CEILING.ONE SIDE ONLY.

1" WOOD CLADDING

See Interior Elevations for wood/ gypsum transition

Glass doors in aluminumframe

1 2 3 4

A

CEL.-3' - 6"

48" x 48" x 18"EL.-3' - 6"

48" x 48" x 18"

EL.-3' - 6"48" x 48" x 18"

EL.-3' - 6"48" x 48" x 18" EL.-3' - 6"

48" x 48" x 18"

20' - 0" 20' - 0" 20' - 0"

40' -

0"

EL.-3' - 6"48" x 48" x 18"

EL.-3' - 6"48" x 48" x 18"

EL.-3' - 6"48" x 48" x 18"

5" Thick Concrete Slab w/ 6x6 W.W.M. on vaporbarrier and clean, termite treated and well-compacted fill

93' - 3 1/4"

10' - 5 1/8" 22' - 10 1/8"

57' -

0 1

/4"

10' -

4 3

/4"

6' -

7 1/

2"

5" Thick Concrete Slab w/ 6x6W.W.M. on vapor barrier andclean, termite treated and well-compacted fill

EL.-3' - 6"48" x 48" x 18"

EL.-3' - 6"48" x 48" x 18"

5

B

56' -

8"

0' -

6"55

' - 8

"0'

- 6"

10' -

4 3

/4"

15' -

6"

24' -

6"

0' - 6" 64' - 8 3/8" 0' - 6" 5' - 9 1/2" 18' - 0" 3' - 9 3/8"

0' -

6"14

' - 6

1/4

"42

' - 0

"

93' - 3 1/4"

10' - 5 1/8" 20' - 0" 20' - 0" 20' - 0" 22' - 10 1/8"

0' - 6" 59' - 3" 0' - 6" 11' - 2 7/8" 18' - 0" 3' - 9 3/8"

W6X9 W6X9 W6X9

W6X9

W6X9 W6X9 W6X9

W6X9W6X9

W6X9

W6X9

6" Framed Bearing Wall oncontinuous concrete footing



EL.-3' - 6"48" x 48" x 18"

Edge of Foundation Slab typ.

Isolation Joint

Elevator Pit

T.O. Slab0'-0"

T.O. Slab-4'-0"

T.O. Slab0'-0"

6' -

3 1/

4"

North

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

3/16" = 1'-0"

S1.01

Foundation Plan

Scale: 3/16" = 1'-0"1 Foundation Plan


1 2 3 4

A

C

W6X

9

W6X

9

W6X9 W6X9

W6X9

W6X9 W6X9

W6X9 W6X9

W6X9

20' - 0" 20' - 0" 20' - 0"

W6X9

W6X9Typ.

Bearing Wall

Bearing Wall

Bearing Wall

Bearing Wall

North

6' - 0"

6' -

0"6'

- 0"

6' -

0"6'

- 0"

6' -

0"

6' - 0"

5' -

0"

Typ.

6' - 0"

5' -

10 1

/4"

5

B

Glass Fins

22' - 10 1/8"

15' -

6"

24' -

6"

20' - 0" 20' - 0" 20' - 0" 22' - 10 1/8"

15' -

6"

24' -

6"

W6X9 W6X9

W6X9

W6X9

Slab Below

Slab Below

92' - 11 3/4"

10' - 1 5/8"

4' - 7 3/8"

10' -

4 5

/8"

92' - 11 3/4"

10' - 1 5/8"

59' - 11 1/2" 10' - 2 1/8"

56' -

8 5

/8"

10' -

4 5

/8"

6' -

4"

10' -

4 5

/8"

6' -

3 15

/16"

W6X

9W

6X9

W6X9

Typ.

Typ.

Typ.

10' -

0"

10' - 1 5/8"

9' -

11 1

5/16

"20

' - 0

3/1

6"

1' - 0 3/4"

6' - 0" 3' - 9 3/8"

1' - 0 3/4"

6' - 0" 6' - 0"

55' - 4 5/8"

3' - 9 3/8"

4' -

9 1/

2"

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

3/16" = 1'-0"

S1.02

Framing Plan -Mezzanine

Scale: 3/16" = 1'-0"1 Framing Plan - Mezzanine

Open to Below


1 2 3 4

A

C

W12X26

W12X26

W12

X26

26K9

W6X9 W6X9 W6X9

W6X9 W6X9 W6X9 W6X9

20' - 0" 20' - 0" 20' - 0"

W6X9

Typ.

Typ.

North

W12X26

W12

X26

W12X26

W12X26

22' - 10"

5

Edge ofroof below

24' -

6 1

/8"

15' -

5 7

/8"

Edge ofroof below

B

82' - 10 1/8"

5' - 0"

Typ.

15' -

6"

24' -

6"

10' -

0"

10' -

0"

10' -

0"

10' -

0"

40' -

0"

W6X9

W6X9

W12

X26

82' - 10 1/8"

20' - 0" 20' - 0" 20' - 0" 22' - 10 1/8"

3' -

3"3'

- 1

3/4"

3' -

3"

Edge ofroof below

Summer 2010

Scale

Project number

Date

Drawn by

Checked by


08/06/2010

2010.0001


Prof. Clark

MM2


Gainesville, FL

3/16" = 1'-0"

S1.03

Framing Plan - Roof

Scale: 3/16" = 1'-0"1 Framing Plan - Roof


Documents

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