Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon...

35
PROGRESS SET-NOT FOR CONSTRUCTION Coversheet CS STRUCTURAL: Becker Structural Engineers, Inc. 19 Commercial Street Portland, Maine 04101 Phone: 207-879-1838 Fax: 207-879-1822 66 West Street Portland, Maine 04102 207-775-0443 FAX 775-2892 [email protected] Van Dam Architecture and Design Drawn by: AB Date: Revisions: 01/07/04 Job #: 20314 Scale: SCHOTTE RESIDENCE Camden, Maine Drawing Symbols Blocking/Rough Lumber Concrete Masonry Unit New Construction Existing to Remain Slate Rigid Insulation Metal Plywood Glass Gravel G.W.B., Plaster Earth Finish Lumber Concrete Ceramic Tile Caulking or Sealant Batt Insulation Brick Material Symbols Demolition Building Elevation Reference Column Grid Line Building Section Exterior Elevation Interior Elevation Door Number Revision Window Type Room Name, Number 1 A10 1 A10 A10 1 1 A 1 Room # # Fin. Floor Elev. + xx.xx' Elev. + xx.xx' Spot Elevation Reference Keyed Note Detail Number Sheet Number Detail Reference 1 A10 Wall Section/ Detail reference Floor Plan 1 A1 Scale: 1/4"=1'-0" Drawing Name Drawing Name Drawing Scale 1 Symbols 1 A5.1 1 2 3 4 Icynene/ Spray Insulation CIVIL/ LANDSCAPE L-1.1 Site Plan-Existing and Preparation L-2.1 Site Plan- Layout and Materials L-2.2 Site Plan- Layout and Materials L-2.3 Site Plan- Layout and Materials L-2.4 Site Plan- Layout and Materials L-3.1 Utilities Plan L-3.2 Landscape Lighting Plan L-4.1 Site Grading, Protection, and Erosion Control L-5.1 Landscape and Planting Plan L-6.1 Site Details L-6.2 Site Details L-6.3 Site Details ARCHITECTURAL A1.0 Basement Floor Plan A1.1 First Floor Plan A1.2 Second Floor Plan A1.3 Roof Plan A1.4 Plan @ Connector Path A2.1 Exterior Elevations A2.2 Exterior Elevations A3.1 Sections A3.2 Wall Sections A4.1 Window Details/ Window Schedule A4.2 Door Details/ Door Schedule A4.3 Screen Porch/ Deck Details A4.4 Eave/ Rake Details A4.5 Fireplace Details A4.6 Siding Details A5.1 Kitchen Enlarged Plan/ Interior Elevations A5.2 Interior Elevations A5.3 Interior Elevations A6.0 Garage Plan/ Sections/ Details A6.1 Garage Elevations A6.2 Garage Foundation/ Details A6.3 Garage Framing Plans/ Details A7.1 First Floor Rflected Ceiling Plan A7.2 Second Floor Reflected Ceiling Plan STRUCTURAL S1.0 Structural Notes S1.1 Foundation Plan S1.2 First Floor Framing Plan S1.3 Second Floor Framing Plan S1.4 Roof Framing Plan S1.5 Roof Truss Plan S2.1 Foundation Details S3.1 Framing Details S3.2 Shear Wall Details S3.3 Braced Frame Details S3.4 Roof Truss Details ELECTRICAL E2.0 Basement Lighting Plan E2.1 First Floor Lighting Plan E2.2 Second Floor Lighting Plan E2.3 First Floor Lighting Plan MECHANICAL M1.0 Basement Mechanical Plan-Schematic M1.1 First Floor Mechanical Plan-Schematic M1.2 Second Floor Mechanical Plan-Schematic Schotte Residence Camden, Maine 10 Beacon Avenue List of Drawings

Transcript of Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon...

Page 1: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

PROGRESS SET-NOT FOR CONSTRUCTION

Cove

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Draw

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Date

:

Revi

sions

:

01/0

7/04

Job

#: 2

0314

Scal

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Drawing Symbols

Blocking/Rough Lumber

Concrete Masonry Unit

New Construction

Existing to Remain

Slate

Rigid Insulation

Metal

Plywood

Glass

Gravel

G.W.B., Plaster

Earth

Finish Lumber

Concrete

Ceramic Tile

Caulking or Sealant

Batt Insulation

Brick

Material Symbols

Demolit ion

Building Elevation Reference

Column Grid Line

Building Section

Exterior Elevation

Interior Elevation

Door Number

Revision

Window Type

Room Name, Number

1A10

1A10

A101

1

A

1

Room#

#

Fin. Floor Elev. + xx.xx'

Elev. + xx.xx'Spot Elevation Reference

Keyed Note

Detail NumberSheet Number

Detail Reference

1A10

Wall Section/ Detail reference

Floor Plan1 A1 Scale: 1/4"=1'-0"

Drawing NameDrawing Name

Drawing Scale

1

Symbols

1 A5.1

1

2

3

4

Icynene/ Spray Insulation

CIVIL/ LANDSCAPE L-1.1 Site Plan-Existing and Preparation L-2.1 Site Plan- Layout and Materials L-2.2 Site Plan- Layout and Materials L-2.3 Site Plan- Layout and Materials L-2.4 Site Plan- Layout and Materials L-3.1 Utilities Plan L-3.2 Landscape Lighting Plan L-4.1 Site Grading, Protection, and Erosion Control L-5.1 Landscape and Planting Plan L-6.1 Site Details L-6.2 Site Details L-6.3 Site Details ARCHITECTURAL A1.0 Basement Floor Plan A1.1 First Floor Plan A1.2 Second Floor Plan A1.3 Roof Plan A1.4 Plan @ Connector Path A2.1 Exterior Elevations A2.2 Exterior Elevations A3.1 Sections A3.2 Wall Sections A4.1 Window Details/ Window Schedule A4.2 Door Details/ Door Schedule A4.3 Screen Porch/ Deck Details A4.4 Eave/ Rake Details A4.5 Fireplace Details A4.6 Siding Details A5.1 Kitchen Enlarged Plan/ Interior Elevations A5.2 Interior Elevations A5.3 Interior Elevations A6.0 Garage Plan/ Sections/ Details A6.1 Garage Elevations A6.2 Garage Foundation/ Details A6.3 Garage Framing Plans/ Details A7.1 First Floor Rflected Ceiling Plan A7.2 Second Floor Reflected Ceiling Plan STRUCTURAL S1.0 Structural Notes S1.1 Foundation Plan S1.2 First Floor Framing Plan S1.3 Second Floor Framing Plan S1.4 Roof Framing Plan S1.5 Roof Truss Plan S2.1 Foundation Details S3.1 Framing Details S3.2 Shear Wall Details S3.3 Braced Frame Details S3.4 Roof Truss Details ELECTRICAL E2.0 Basement Lighting Plan E2.1 First Floor Lighting Plan E2.2 Second Floor Lighting Plan E2.3 First Floor Lighting Plan MECHANICAL M1.0 Basement Mechanical Plan-Schematic M1.1 First Floor Mechanical Plan-Schematic M1.2 Second Floor Mechanical Plan-Schematic

Schotte Residence Camden, Maine10 Beacon Avenue

List of Drawings

Page 2: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

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2892

!st

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@va

ndam

desig

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Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desig

nVa

n Da

m

4" fiber reinforced slab3/4 crushed stone

4" drain pipe

Exposed ledge

4"

Slab @ Ledge DetailScale: 1"=1'-0"

For Foundation Construction Only 05 May, 2004

05/0

5/04

CJ

CJ

CJ

CJ

CJ CJ

CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

UP

AH-1

AH-2

4 ton DX unit4 ton DX unit

Chiller Room004

001

002

003

Elev. Shaft002

Machine Room003

Basement001

Sanitary sewer

Footing drain outlet.!Consult with Architect!for final location.

Footing drain outlet.!Consult with Architect!for final location.

Consult with Architect!for route of underground!utilites.

rado

n pi

ping

rado

n pi

ping

rado

n pi

ping

rado

n pi

ping

rado

n pi

ping

rado

n pi

ping

Radon riser

Waste pipeDehumidifier

Slope thickened slab in this area to trench drainExposed ledge this area

Exposed ledge this area

Exposed ledge this area

Exposed ledge this area

For Shell Construction Only 17 June, 2004

4" Fiber reinforced slab, Elev: 93'-0"

Slab Elev @ Elevator

pit: 92'-0"

4" equipment pad, exact location to be determined

Bond out for sanitary sewer. Top of pipe:92'-4"

Bond out for int. footing drain. Top of pipe:88'-4"

spare

elec

telctv

gas

Bond out for sanitary sewer. Top of pipe:92'-0"Bond out for int. footing drain. Top of pipe:88'-4"

Base

men

t Fl

oor P

lan

A1.0

Basement Floor PlanSCALE: 1/4" = 1'-0"

1

5/8" Type X GWB finish,

typ. throughout elevator shaft

Note:Studs are offset!from pit edge 5/8"!

for GWB finish

4'-5 1/4"

4'-1

0 1/

4"

5 1/2" 5 1/2"

5 1/

2"5

1/2"

Page 3: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

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2892

st

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@va

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gn.c

om

Draw

n by

:Da

te:

Revi

sion

s:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desi

gnV

an D

am

Drawers

Kohler

Caribbean

bath

Runtal

Runtal

Runtal

D

W

Dresser

Desk

Boat frame section on wall

Mirr

or

Guest Bedroom

Guest Study

Mudroom

Elevator

Master

Bedroom

Master

Bathroom

Linen

Guest Bathroom

DN

38" high

countertop

38" high

countertop

Runtal

Seat

Drawers

Drawers

Front EntryLive edged granite

Column

Sculptural object

Front Walk

Side Hall102

108

110

Closet109

Front Hall112

111Closet

113 Hall

114

Dressing

115

117

119

118Toilet

Linen

Drawers

See Landscape plan)

Cedar closet

Adjust. shelves Linen

Closet

Laundry

Guest Bath

Guest Bedroom

Ram

p en

ds101100

103

107106

105

Closet116

Closet104

Adjustable

shelves

Adj

ust.

shel

ves

UP

ColumnToilet

2A3.1

3A3.1

1A3.2

2A2.1

4A3.1

12" Oak

12" Spruce

10" Pine

20" Oak

12" Spruce

10" Pine

100 100A

101102

106

103

107

108

111

110

112

113

115

116

117

109

118

114

121

105

104

120

113A

112A

2 A5.2

1

23

10 A5.32

1

3 A5.2

3

1

4 2

5 A5.3

2

1

1 A5.24

2

3

1

5 A5.3

12

34

P-2

P-3

P-4

P-5

P-6

P-7

P-8

P-9

P-10

P-11

P-12

Tile

Woo

d

Tile Wood

StoneWd.

7 A5.3

1

3

24

8 A5.3

1

4 A5.3

2

1

119

6 A5.3

1

23

Hig

h ce

iling

8'-2

1/4"

cei

ling

ht.

Cottoneaster

Double 2x4 stud wall, Stagger studs. 1" air space between walls.

Cook hooks

Hanging bar above floor drain

9 A5.3

1

Tile

Woo

d

Bronze handrail

Bronze handrail

Top of wall: 101.0'

101.0'

98.0'

Top of wall: 98.0'Top of wall: 95.0'

Fin. grade: 94.0'

4 A5.2

See enlarged bathroom plan 4/A5.2

Window seat

P-1

Bridge above

Locate windows based on corner detail 4/A4.1 and rough opening on window schedule.

Locate windows based on corner detail 4/A4.1 and rough opening on window schedule.

Locate windows based on corner detail 4/A4.1

and rough opening on window schedule.

105a

First Floor PlanSCALE: 1/4" = 1'-0"

1

Firs

t Fl

oor

Plan

A1.1

2'-1"

6'-7" 5'-0"

3'-0 1/2"

CL

3'-5"

C L

8"5'-

6"1'-

4"

5 1/

2"8"

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

unit

EQ.

EQ.

C L

7 1/4"2'-2"

CL4'-0 3/4"

CL

7 1/

4"

5'-11 1/2"

CL

7'-3

1/4"

C L

2'-1"

3 1/

2"

EQ.

EQ. C L

CL

20'-2" 3 1/2"

EQ. EQ.

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

3/4"

2'-1"

3 1/

2"

7'-9" 5'-7 1/4"EQ. EQ.CLEQ.EQ. CL

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

8'-6"

7'-0

1/2"

2'-11

1/2

"

CL 3'-10 1/2"1'-10"1'-10"

3'-2"

2'-6"

2'-10

"

18'-9

1/2

"7

1/4"

7 1/

4"

7 1/4"

6'-6

3/4"

7 1/

4"

C L

EQ.

EQ.

3 1/

2"4'-

9"

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

CLcenter door on elev. car

10"5'-7"

5 1/

2"

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

5'-5

3/4"

3 1/

2"

7 1/

4"

3 1/2"

5 1/2"

7'-0"

9'-6 1/4"

CLEQ.

EQ.

CL 1'-10"

5 1/2"3'-6"

8'-11 3/4"

7 1/4"

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

4'-0"3 1/2"

5'-0 1/4"

2'-10"

EQ. EQ.5'-8 1/4"

11"

7 1/4"

7'-11 1/2"7 1/4"

5 1/2"

7 1/4"

EQ.

EQ.

CL

7 1/4"

3'-6"

CL

EQ. EQ.

EQ.

EQ.

CL5'-11 1/4"

3'-6 7/8"

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

3'-1

1/2"

13'-9

"3'-

1 1/

2"

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

11'-4 1/4"

1'-2" CL

4'-3 1/2"CL

unit

8"

3 1/2"

3'-9"

C L11

" 11"3"

4'-0 3/4"

2'-0"

6'-0"

6'-8 1/2" 6'-8 1/2"

CL

6'-5

1/2"

211

/29/

04

2

5'-2 7/8"

2Apply 3/4" cdx plywood to this face of this wall. Stud blocking to be reviewed in field

404

/11/

05

4

4

4

4

3

3

105A

105B

106A

100A

101A

101B

110B

110A

113A

114A

114B

119A

119B

119C

115B115A

115D

115C

107A

6

Recessed traverse track shown dashed

Recessed traverse track shown dashed

6

6 Reassigned interior elevation tags

67/

01/0

5

2'-5"

12'-6"

2 1/4"

9'-2 1/8"

8'-4"

3'-0"

8

88/

29/0

5

9

98/

31/0

5

Page 4: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

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SCHO

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RESI

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Cam

den,

Mai

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66 W

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Stre

et!

Port

land

, Mai

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4102

!20

7-77

5-04

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FAX

775-

2892

!st

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ndam

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Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desig

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m

Elevator

206Hall

DWWall oven

Ref. below

Kitchen

Living

Room

BooksTV

Books

Pull out bed

Study

42" high Desk

Ref.

48" h

igh

wal

l

48" h

igh

wal

l Grill

Dining

Screened Porch

Deck

Gla

ss u

pper

cab

inet

s

Adjust. shelves

Pantry

38" high countertops (typ. all countertops)

200

201

202

203

Bridge204

205

Bath208

209

Shelf

Living

Room TVDigital Receiver

Files

Files

207Clos.

208aClos.

components

DN

2A4.5 2

A3.1

2A3.1 4

A3.1

1A3.2

3A4.5

4A3.1

2A2.1

Second Floor PlanSCALE: 1/4" = 1'-0"

1

Seco

nd F

loor

Pla

n

A1.2

05/0

5/04

200 200A

201

203

204

206

207207A

202

P-13

P-15

P-16 P-17

1 A5.3

21

3

4 A5.22

1

6 A5.1

1

2 A5.3

12

3

2 A5.1

See enlarged kitchen plan 2/A5.1

1 A4.3

See enlarged deck plan 1/A4.3

Wood

Tile 1 A4.2

See enlarged Screen porch plan 1/A4.2

205

7'-7 1/2"

3'-8 27/32"CL

8'-2 1/4"

CL

10'-3"

3 1/2"

4'-0"

5'-10 3/4"5 1/2"

5 1/2"

7 1/4"

4'-11"

5'-3"

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

4'-3 3/4"

1'-10 3/4"CL

12'-8"

3 1/2"

CL1'-10"

CLcenter door on elev. car

10'-1 1/2"

7"4'-2 1/4"

3'-0"CL

3'-2

1/4

"3

1/2"

2'-0

"4'

-3 1

/2"

2'-2

"

4'-0" clear

5'-0

" cle

ar

3'-2" 5'-3 1/4" 2'-6 3/4" 3 1/2"

5'-3"

2'-2

"12

'-11

1/2"

2'-2

"

7'-0" 3'-4"

3 1/2"

CL

8'-3"

8'-4

"

C L

7'-0

3/4

"

C L

3'-1

1 1/

4"

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

1'-6

"7

1/4"

7 1/

4"

1'-7

"

4'-3"

9'-10 1/4"CL

C L

4'-5

1/4

"

6'-10"

Hatch indicates shear wall- see framing plans (typ.)

7 1/4"

2'-1

1/2

"

2'-3"

11'-4"

3'-2"

3 1/2"

5 1/2"

11" 3 1/2"

11"

Locate windows based on corner detail 4/A4.1

and rough opening on window schedule.

Locate windows based on corner detail 4/A4.1 and rough opening on window schedule.

Locate windows based on corner detail 4/A4.1 and rough opening on window schedule.

6'-8 1/2" 6'-8 1/2"

CL

1'-0"

2'-4"1'-4"CL

2'-2"

3'-4 1/2"

Hatch indicates shear wall- see framing plans (typ.)

Install 1/2" CDX over entire wall

3'-6 3/4"

3 1/2"

4

211

/29/

04

2

404

/11/

05

6

56/

24/0

5

6

3

3

201A201B

201C

202B

202C

202A

202D

202E

208A

209A

205A

206A

209B

Recessed traverse track shown dashed

6

6 Reassigned interior elevation tags

67/

01/0

5

Page 5: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

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SCHO

TTE

RESI

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Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

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4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

udio

@va

ndam

desig

n.co

m

Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desig

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Flat roof below

Flat seam copper

Standing seam copper

Standing seam copper

Deck below

2A3.1

3A3.1

1A3.2

2A2.1

4A3.1

2A4.5 2

A3.1

2A3.1 4

A3.1

1A3.2

3A4.5

4A3.1

2A2.1

Roof

Pla

n

A1.3

Roof PlanSCALE: 1/4" = 1'-0"

1

Bituthane all roof areasCopper roof under

tappered joists at screen porch

For Shell Construction Only 17 June, 2004

Page 6: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

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RESI

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Cam

den,

Mai

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66 W

est

Stre

et!

Port

land

, Mai

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4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

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@va

ndam

desig

n.co

m

Van

Dam

Arc

hite

ctur

e an

d De

sign

Draw

n by:

ABDa

te:

3/23

/04

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"

PROGRESS SET NOT FOR CONSTRUCTION

Plan

@ C

onne

ctor

A1.4

SCALE: 3/4" = 1'-0"

Pergola PlanSCALE: 1/4" = 1'-0"

Guest Study

Desk

Closet

Double 2x4 stud wall, Stagger studs.

Cook hooks

7'-6

" cei

ling

ht.

SeatClosetCloset

Guest Bedroom

20" Oak

TileW

ood

Linen

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Y

CC

CC

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

7'-4

1/2

" top

of r

.o. f

rom

subfl

oor

9'-4

3/8

" top

of r

.o. f

rom

subfl

oor (

"G" o

nly)

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

211

/29/

04

2

3

3

3

6 Layout of copper seams

6

Eliminate lower panel, infill with siding as laid out in field.

6Eliminate lower panel, infill with siding as laid out in field.

3 1/212

Light in ground

3 1/212

3 1/212

3 1/212

3 1/212

1/412

Elev

atio

ns

A2.1

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

66 W

est

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et!

Port

land

, Mai

ne 0

4102

!20

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5-04

43!

FAX

775-

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Van

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sign

Draw

n by

: Da

te:

05/1

1/04

Revi

sions

:Jo

b #:

203

14

Scal

e:

1/4"

=1'

-0"

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

West ElevationSCALE: 1/4" = 1'-0"

4

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

South ElevationSCALE: 1/4" = 1'-0"

1

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

Partial ElevationSCALE: 1/4" = 1'-0"

3Section Through Screen PorchSCALE: 1/4" = 1'-0"2

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

Elevation 93.0'Basement slab

AB

Red copper sills (typ.)16 oz. red copper standing seam roof, 18" panels

16 oz. red copper flat seam roof

1x10 red cedar siding lapped w/ 8" exposed

1x10 red cedar siding lapped w/ 8" exposed

Bronze screen

flat seam copper

flat seam copper

flat seam copper

A B

C

D

E F

G

TH

H

Q

I

O

B B

I

flat seam copper

67/

01/0

5

Existing grade

Existing grade Existing grade

7'-11 1/4" r.o. 3'-2 1/2" r.o. 2'-4"

7'-0 3/4"

CL

8'-4

3/4

" bot

tom

of h

eade

r fro

m su

bfloo

r

5'-1

1 11

/16"

win

dow

r.o.

20'-0" outside of framing

Double 2x nailer

3'-5 1/8"3'-1 1/8"

2A2.1

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8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

7'-4

1/2

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

Bronze screening 3

3

3

3

3

3 1/212

Elev

atio

ns

A2.2

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

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775-

2892

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n.co

m

Van

Dam

Arc

hite

ctur

e an

d De

sign

Draw

n by

: AB

Revi

sions

:Jo

b #:

203

14

Scal

e:

1/4"

=1'

-0"

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

East ElevationSCALE: 1/4" = 1'-0"

3

Date

: 05

/05/

04

Elevation 93.0'Basement Slab

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

North ElevationSCALE: 1/4" = 1'-0"

2

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

Partial North ElevationSCALE: 1/4" = 1'-0"

1

3 1/212

3 1/212

Flat seam red copper

Flat seam red copper

Flat seam red copper

Flat seam red copper

16 oz. red copper standing seam roof, 18" panels

16 oz. red copper flat seam roof

1x10 red cedar siding lapped w/ 8" exposed

1x10 red cedar siding lapped w/ 8" exposed Flat seam

red copper

Red copper sills (typ.)

Removable louvered wood panels

Red copper downspout

3A2.1

Partial elevation

AM

atch

A

Mat

ch A

6 Layout of copper seams

6

Eliminate lower panel, infill with siding as laid out in field.

67/

01/0

5

Match west side

6 Layout of copper seams

EE

FF

B V

X W L

B B

T

U BB

U

GG

U

M

JDD HH

K

I

Existing grade

Existing grade

Existing grade

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3 1/212

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

SectionSCALE: 1/4" = 1'-0"

2

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

SectionSCALE: 1/4" = 1'-0"

4

Pocket door

Elevation 101.5'Finished First Floor

Elevation 93.0'Basement Slab

Elevation 93.0'Basement Slab

3 1/212

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

SectionSCALE: 1/4" = 1'-0"

3 A4.4

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

Elevation 93.0'Basement Slab

4 A4.4

4 A4.4

SectionSCALE: 1/4" = 1'-0"

3 SectionSCALE: 1/4" = 1'-0"

Oak siding, 8" exposedCedar siding, 8" exposed

Align interior/ exterior boards

Flat seam red copper

See structural dwgs. for foundation details/ info.

Cedar siding, 8" exposed

See structural dwgs. for foundation details/ info.

See A/5.1 for kitchen int. elevations

Residential elevator (Gillespie Corp.) Shaft and doors to have 1 hour fire rating

Oak siding, 8" exposedCedar siding, 8" exposed

Align interior/ exterior boards

8'-6

" floo

r to

floor

9'-8

1/2

" floo

r to

floor

8'-6

" floo

r to

floor

9'-8

1/2

" floo

r to

floor

See structural dwgs. for foundation details/ info.

7 7/

8"

10 1/2"

7 3/

4"

11"

7'-4

1/2

" top

of r

.o. f

rom

subfl

oor

7'-4

3/4

" fini

shed

cei

ling

ht.

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

7'-4

1/2

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

9'-4

3/8

" top

of r

.o. f

rom

subfl

oor

ISSUED FOR FOUNDATION REFERENCE ONLY NOT FOR CONSTRUCTION

8'-6

" floo

r to

floor

9'-8

1/2

" floo

r to

floor

spray foam insulation to R-40 in all rafters

For Shell Construction Only 17 June, 2004

404

/11/

05

4

Continuous egg crate oak grille. Paint plywood and ductwork flat black before installation.

6

607

/01/

05

White oak treads and risers. Railing to be designed.

6

Souther yellow pine treads and risers.

6

Sect

ions

and

Det

ails

A3.1

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

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ndam

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Draw

n by

: AB

Date

:

Revi

sions

:

05/0

5/04

Job

#: 2

0314

Scal

e:

As no

ted

SCHO

TTE

RESI

DENC

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Cam

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Mai

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66 W

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3 A4.4

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4'-0" overhang from framing

8'-2

1/4

" fini

shed

cei

ling

heig

ht

9'-8

1/2

" floo

r to

floor

4 A4.4

4 A4.4

9'-8

1/2

" floo

r to

floor

8'-2

1/4

" fini

shed

cei

ling

heig

ht

Top

of p

late

from

subfl

oor:

8'-5

3/4

"

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

See structural dwgs for joist sizes and spacing

See structural drawings for framing info.

Top

plat

e fro

m su

bfloo

r: 9'

-7"

4'-0" overhang from framing

3 A4.4

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

3 A4.4

5 A4.4

5 A4.4

5 A4.4

5 A4.4

SIM

7 A4.4

3 S3.1

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

8'-4

3/4

" top

of r

.o. f

rom

subfl

oor

For Shell Construction Only 17 June, 2004

Wal

l Sec

tions

/ De

tails

A3.2

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

Draw

n by

: Da

te:

Revi

sions

:

05/0

5/04

Job

#: 2

0314

Scal

e:

As no

ted

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

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@va

ndam

desig

n.co

m

Van

Dam

Arc

hite

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sign

Elevation 111.24'Finished Second Floor

Elevation 101.5'Finished First Floor

Typ. 2x8 Wall Section: 5/8" GWB 6 mil poly vapor barrier 2x8 studs @16" o.c. Insulation to R-19 min. 1/2 CDX plywood sheathing 30 lb. felt paper 1x10 red cedar boards w/ 8" expsd.

AB

Typ. Floor Section: 3/4" hardwood finish

5/8" underlayment 3/4" for radiant floor heating 3/4" CDX plywood subfloor

14" TJIs (See structural dwgs.) Acoustical batt insulation

6 mil poly vapor barrier Strapping @ 16" o.c.

5/8" GWB ceiling

3 1/212

Note: See structural drawings for truss info.

1212

12 12

Wall Section SCALE: 1/2" = 1'-0"

#Wall Section SCALE: 1/2" = 1'-0"

#

7'-4

1/2

" bot

tom

of h

eade

r fro

m su

bfloo

r

7'-4

3/4

" fini

shed

cei

ling

ht.

4 A4.4

3 1/212

See structural drawings for joist sizes and spacing

See structural dwgs. for joist sizes and spacing

Wall Section SCALE: 1/2" = 1'-0"

#

3 1/2

1/41/4

1/4 1/4

Page 11: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Wind

ow S

ched

ule &

Det

ails

A4.1

STR

UC

TUR

AL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

Draw

n by

: Da

te:

Revi

sions

:

05/1

0/04

Job

#: 2

0314

Scal

e:

As no

ted

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

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, Mai

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4102

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2892

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sign

Typ. access window detail in 2x8 wall3" = 1'-0"

2

2

4

4

2

2

8

8

2

2

2 8

42

42

2 8

Man

ufac

ture

r's w

indo

w r.

o.

Head detail

Typ. casement window detail in 2x4 wall3" = 1'-0"

2 4

2 4

Jamb detail

Sill detail

Mullion detail (where applicable)

Jamb detail

Sill detail

Head detail

Note: Header condition may vary. Refer to structural drawings.

Note: Header condition may vary. Refer to structural drawings.

Typical casement window detail in 2x8 wall3" = 1'-0"

2 8

4

2 8

2

42

2 8

Jamb detail

Sill detail

Mullion detail (where applicable)

Head detail

Note: Header condition may vary. Refer to structural drawings.

AB

Man

ufac

ture

r's w

indo

w r.

o.

Man

ufac

ture

r's w

indo

w r.

o.

Man

ufac

ture

r's w

indo

w r.

o.

1 2 3

4 5

Bottom of head casing8'-1" above finish floorBottom of head casing8'-1" above finish floor

Bottom of head casing8'-1" above finish floor

Bottom of head casing8'-1" above finish floor

Top of r.o. on elevations Top of r.o. on elevations

Top of r.o. on elevations

59 7

/8" r

.o.

59 7

/8" r

.o.

59 7

/8" r

.o.

55 15/16" r.o.

59 7

/8" r

.o.

84 5/16" r.o.63 13/16" r.o.

63 1

3/16

" r.o

.

Casement window detail @ corner- 2x8 wall w/ wood post corner3" = 1'-0"

Jamb detail

4

2

8

2

4

28

2

Window detail @ corner- 2x4 wall w/ steel tube corner3" = 1'-0"

Jamb detail

24

24

HSS 3x3 centered in

wall 1/4" insulation1/2" CDX plywood sheathing30 Lb. felt paperRed copper

outside of framing

outside of framing

83 1

/2" r

.o.

52" r

.o.

28 3/8" r.o.

63 1

3/16

" r.o

2'-4 3/8" r.o.

160 1/2" r.o.

160 1/2" r.o.

See

floor

pla

ns fo

r dim

ensi

on

VERIFY R.O. WIDTH & CORNER DETAIL 4/A4.1 W/ARCH. PRIOR TO ORDERING

VERIFY R.O. WIDTH & CORNER DETAIL 4/A4.1 W/ARCH. PRIOR TO ORDERING

(Not used)

TWINDOW SCHEDULEAll windows are aluminum clad double glazed Loewen unless otherwise noted. =Tempered glass. Color as noted. Windows are viewed from the exterior, verify hinging on elevations. Confirm window r.o. with manufacturer when ordering.

CA1 0616R

63 1

3/16

" r.o

.

24 7/16" r.o.

XS1 1515A 59 7

/8" r

.o.

59 7/8" r.o.

40 3

/16"

r.o.

20 1/2" r.o.

CA1 0510R

CA1 0515R 59 7

/8" r

.o.

20 1/2" r.o.

CA1 1021 F

83 1

/2" r

.o.

40 3/16" r.o.

Custom

83 1

/2" r

.o.

92 5/16" r.o.

XS1 1012A

40 3/16" r.o.

COMPOSITECA1 0518R

Custom

95 1/4" r.o.

71 1

1/16

"

48 1

/16"

r.o.

40 3/16" r.o.

COMPOSITE

Custom Casement

Custom Awning

28 3/8" r.o.

COMPOSITE

CA1 0712L

Custom Awning

79 1

/4" r

.o.

28 3/8" r.o.

COMPOSITE

COMPOSITE Custom Awning

CA1 0712R

XS1 1212A 48 1

/16"

r.o.

48 1/16" r.o.

COMPOSITE

Custom Fixed Casement

COMPOSITE

COMPOSITE

COMPOSITE

CA1 0715R

COMPOSITE

CA1 0514R

CA1 1416F

CA1 1414F

CA1 1514R

CA1 0814L

Custom

Custom Awning

CA1 0512R

79 1

/4" r

.o.

28 3/8" r.o.

79 1

/4" r

.o.

91" r

.o.

100 1/2" r.o.

CA1 1 0518L

Custom Awning

Custom

79 1

/4" r

.o.

100 1/2" r.o.

Custom

Custom Awning

CA1 0512L

91" r

.o.

100 1/2" r.o.

Custom

CA 0515R

Custom Awning

75 5/8" r.o.

55 1

5/16

" r.o

.

CA1 1414F

CA1 1514R

55 1

5/16

" r.o

.

20 1/2" r.o.

55 15/16" r.o.

63 1

3/16

" r.o

.

55 15/16" r.o.

55 1

5/16

" r.o

.

55 1

5/16

" r.o

.

20 1/2" r.o.

55 1

5/16

" r.o

.

32 5/16" r.o.

100 1/2" r.o.

83 1

/2" r

.o.

52"

r.o.

Custom Casement

Custom Awning

28 3/8" r.o.

83 1

/2" r

.o.

52"

r.o.

TT

T

T

T

T

T

T

T

T

T

T

T

TT

T

TT

TT

T79 1

/4" r

.o.

42 7/8" r.o.

T

COMPOSITECA1 0715L

28 3/8" r.o.

CA1 1415F

CA1 1415F

CA1 0715RCA1 1616

Custom Awning

CA1 0712R

79 1

/4" r

.o.

T

TTT

Composite

Custom Custom

Custom Awning

Custom CustomCstm. Casement

T T

T

TComposite

32 5/16" r.o.

CA1 0816L

T

T

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)

(Not used)A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

BB

CC

DD

EE

FF

GG

HH

II

JJ

KK

LL

MM

NN

OO

PP

QQ

RR

SS

Page 12: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Door

Sch

edule

/ De

tails

A4.2

STR

UC

TUR

AL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

Draw

n by

: Da

te:

Revi

sions

:

05/1

0/04

Job

#: 2

0314

Scal

e:

As no

ted

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

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5-04

43!

FAX

775-

2892

!st

udio

@va

ndam

desig

n.co

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Van

Dam

Arc

hite

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sign

AB

Removable storm panel

Custom storm door

Applied wood stop

Custom wood frame

apply bituthene over nailing flange and behind custom wood door frame

Siding wraps corner at jamb beyond

Red copper sill pan at threshold

Wrap applied cedar nosing with red copper

#39 Zero international sill protection sweep with solid neoprene brush

Custom storm door with removable panel

align

Custom storm door

Bituthene behind custom jamb

2 8

Siding wraps corner

Red copper jamb linerRemovable wood stop

align

2 8

See structural drawings for header sizes and conditions.

3'-1 1/2" r.o.

3/4" = 1'-0" 3/4" = 1'-0"

Interior Door

3" = 1'-0"

Exterior Door- Sill and Head Section

3" = 1'-0"

Exterior Door- Jamb

3/4" = 1'-0"

Exterior Door- See Lowen Detail

DOOR SCHEDULE

Door #/ location Door Size Comments

100

100A

101102

Entry @ Mudroom #100

Closet #103

Mudroom #100

Screen/ storm for above

R.O.Note: Verify all rough openings prior to ordering doors.

103 Laundry #101

104

106107

108

Guest Bedroom #108

200A

3'-0" x 8'-0"

(2) 2'-0" x 8'-0"

2'-8" x 8'-0"

2'-6" x 8'-0"

3'-0" x 8'-0"

2'-4" x 8'-0"

3'-0" x 8'-0"

Guest bathroom #105

200

202

203

205

Screen/ storm for above 3'-0" x 8'-0"

Door to deck 3'-0" x 8'-0"

Elevator 3'-0" x 8'-0"

Closet #207 2'-0" x 8'-0"

Bathroom #208

2'-6" x 8'-0"

2'-8" x 8'-0"

Study #209

Screen/ storm for above

3'-0" x 8'-0"

001 Basement Exterior

3'-0" x 8'-0"

105 Guest closet #105

109

(2) 1'-8" x 8'-0"Guest closet #109

110

2'-8" x 8'-0"Guest bath #110

Guest Bedroom #107

111 (2) 1'-8" x 8'-0"Closet #111

112

3'-0" x 8'-0"Elevator

112A

Pocket door, 2x8 wall

113

3'-0" x 8'-0"Door to Terrace

114

116

Hall #113

3'-0" x 8'-0"

Screen/ storm for above 3'-0" x 8'-0"

117

Front Entry

3'-0" x 8'-0"

118

Master bedroom #114 3'-6" x 8'-0"

119

Dressing Rm. #115 3'-0" x 8'-0"

120

Pocket door, 2x6 wall

121

Closet #116 (2) 1'-6" x 8'-0"

Cedar Closet #117 (2) 2'-6" x 8'-0"

Master Bath #119

2'-4" x 8'-0"Toilet #118

201 Pantry #203 2'-6" x 8'-0"

Hall #206 3'-0" x 8'-0"

204

206 Pocket door, 2x6 wall

207 Door to deck

3'-0" x 8'-0"207A

18" sidelight

(2) 3'-0" x 8'-0"

113A

Screen/ storm for above 3'-0" x 8'-0"

115

Pocket doors, 2x6 wall

Custom w/18" sidelight

002 Elevator 1 hr. fire rating3'-0" x 7'-0"

1 hr. fire rating

1 hr. fire rating

Custom

Custom

Custom

Custom w/ 18" sidelight

Custom

Basement stairs 3'-0" x 8'-0"

Pocket door, 2x6 wall

2'-8" x 8'-0"

Custom

Custom, See 3/A4.1

Pocket door, 2x6 wall

Custom

Custom, See 3/A4.1

Pocket door, 2x6 wall

A Panel DetailFull Scale

Door stile Storm/screen panel

Cast brass w/ phosphor bronze friction spring, Fig 202, polished finish, Phoenix Lock Company 201-483-0976

Note: 6 turnbuttons per door, 3 each side

A

3'-0"+-

6"6"

Interior Elevation Of Screen/ Storm Door3/4" = 1'-0"

EQ.

8'-0"+-

* Fabricator must confirm all door dimensions with general contractor before beginning

Removable glass/ screen panels

1 1/2" paint grade mahogany

EQ.

Typical 8'-0" interior door- Horizontal section1 1/2" = 1'-0"

5/8"

Fram

e si

ze: 8

'-1 1

/2"

Botto

m o

f hea

der f

rom

sub

floor

: 8'-4

1/4

"

Casing dimension may vary

Casing dimension may vary

r.o. =

doo

r wid

th +

2"

fram

e si

ze =

doo

r wid

th +

1 1

/2"

1/2"

Door width varies

Typical 8'-0" interior door- vertical section3" = 1'-0"

Botto

m o

f hea

d ca

sing

from

fini

sh fl

oor:

8'-1

" (ty

p.)

VOID

4'-9" r.o.

8'-2

" r.o

.

4'-8" frame

3'-0" door width 2" 1'-4" unit width

1 3/8" 2 3/4" 1 3/8"

1'-0

"3/

8"1'

-8 1

/4"

3/8"

6"3/

8"3'

-11"

3/8"

8"

7'-1

0 3/

4" d

oor h

eigh

t

Temp/Insul glass panel

3/4" = 1'-0"3/4" = 1'-0"

Entry Door 113

3'-3" r.o.

8'-2

" r.o

.

3'-2" frame

3'-0" door width

1 3/8"

1'-0

"3/

8"1'

-8 1

/4"

3/8"

6"3/

8"3'

-11"

3/8"

8"

7'-1

0 3/

4" d

oor h

eigh

t

Temp/Insul glass panel

3/4" = 1'-0"

Man Door @ Garage

1 3/8"

Phelps cam fastener, oil rubbed bronze

1'-0

"3/

8"17

1/4

"3/

8"6"

3/8"

51 1

/4" f

or 8

'-0" d

oor

39 1

/4" f

or 7

'-0"

door

3/8"

8"

White oak veneer

Solid white oak band

3'-0

"

1 1/2"

1 3/

8"

5/8"

1 1/2"

1"

6"3/8"

1"

1 1/2"

verif

y w

all t

hick

ness1

3/4"

3/4" = 1'-0"3/4" = 1'-0"

Entry Door Detail (Same for garage less storm unit)

8

808

/29/

05

11 1

/8"

2'-0

5/8

"2'

-0 5

/8"

2'-3

"

Page 13: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Scre

en Po

rch D

etail

s

A4.3

STRUCTURAL:

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Eng

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4'-4 7/8" 4'-4 3/8"

4'-4

3/8

"4'

-4 3

/8"

4'-4

3/8

"

4'-4 3/8"4'-4 7/8"

Section @ Screen PorchSCALE: 3/4" = 1'-0"2

Enlarged Plan @ Screen PorchSCALE: 1/2" = 1'-0"1

Jamb Detail @ Screen PorchSCALE: 3" = 1'-0"

A

A

Jamb Storm/screen panel

Cast brass w/ phosphor bronze friction spring, Fig 202, polished finish, Phoenix Lock Company 201-483-0976

Typ. Lock on Storm/ ScreenFULL SCALE

B

1 3/4"

Copper drip

EPDM membrane roofing

4

404

/11/

05

4

Cedar 4x4

4 1/16" 1 3/8"

4 1/16"

Porch Interior

Porch Exterior

3/4" 1 3/4"

1 1/

2"

1x red cedar

Red cedar stock

Phelps Company Cam fastener, Oil ruber bronze

Interchangable storm screen unit (bronze screen/tempered glass)

Cedar post

Interchangable storm/screen unit

Grill

Screened Porch200

Shelf

CL CL

C LC L

C LC L

CL

C L

CL

8

Interchangable storm screen unit (bronze screen/tempered glass)

1 3/

4"1

5/8"

4 1/

16"

Porc

h In

terio

r

Porc

h Ex

terio

r

3/4"

1 3/

4"

1 1/2"

1x red cedar

Red cedar stock

Phelps Company Cam fastener, Oil ruber bronze

Horiz Jamb Detail @ Screen PorchSCALE: 3" = 1'-0"

C

Interchangable storm/screen unit

Interchangable storm/screen unitInterchangable storm/screen unit

8

8

808

/29/

05

1'-8

"

Page 14: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Typical Eave @ Hip Roof-Window ConditionSCALE: 1 1/2" = 1'-0"

2

Exte

rior D

etai

ls

A4.4

STRUCTURAL:

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:

05/0

6/04

Job

#: 2

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As no

ted

Typical Eave @ Flat Roof - First Floor ConditionSCALE: 1 1/2" = 1'-0"

1

Typical Eave @ Hip Roof-Siding ConditionSCALE: 1 1/2" = 1'-0"

4

Typical Eave @ Flat Roof - Second Floor ConditionSCALE: 1 1/2" = 1'-0"

3

AB

Finished grade varies

Hydrocide waterproofing typ.Miradrain 6000 drainboard down to perimeter drain

Fin. first floor

Top of wall

Top of shelf (or ledge)

2x8 shaped cedar sill wrapped in red copper

Copper flashing 6" above sill

Gravel backfill

Bituthene from 12" above to 12" below the sill plate

Miradrain 6000 drainboard behind stone

Elevation varies

Elevation varies

Elevation 101.5'

Typ. Stone DetailSCALE: 1 1/2" = 1'-0"

Lap felt paper over copper

2x blocking

5

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

4'-0" overhang from framing

Typ. Pitched Roof: Manufactured trusses (See structural dwgs.) Insulation to R-40 min. 5/8" CDX ply sheathing Grace ice and water shield Standing seam red copper roof

Typ. soffit: 1x4 Douglas Fir

Copper facia and drip.

1/412

Typ. Flat Roof: Wood joists (See structural dwgs.) Insulation to R-40 min. 5/8" CDX ply sheathing 1/2" CDX ply shimmed 1/4" per foot Grace ice and water shield Flat seam red copper roof

4'-0" overhang from framing

Typ. soffit: 1x4 Douglas Fir

Copper facia and drip

1x4 Douglas Fir soffit

Typ. Flat Roof: Wood joists (See structural dwgs.) Insulation to R-40 min. 5/8" CDX ply sheathing 1/2" CDX ply on tappered sleepers @ 1/4"/ foot Grace ice & water shield Flat seam red copper roofTappered 2x4 extensions both sides of joists w/ shaped 1/2" plywood gusset glued & screwed. Fill joist cavity between extensions at eave w/ solid blocking.

Flat seam red copper

Copper facia and drip

3 1/2

12

3 1/2

12

1/412

1/2 plywood soffit wraped in red copper

Red copper facia and drip edge

Note: See structural drawings for steel sizes and connections

1/412 Flat Roof: Steel supports (See structural dwgs.) 5/8" CDX ply sheathing 1/2" CDX ply shimmed 1/4" per foot Bituthene ice and water shield Flat seam red copper roof

Red copper facia and drip edge

1/2 plywood soffit wraped in red copper

4x4 cedar nailerBlock as req'd to attach plywood

Mahogany nailer

Continue ice & water shield from roof over eave and lap over felt paper 1' min.

2x10 soffit joist w/ plywood gusset plate (see structural dwgs.)

2x10 soffit joist w/ plywood gusset plate (see structural dwgs.)

Note: See structural drawings for truss info.

10 1/2"

2 1/

2"

Overhang at TerraceSCALE: 1 1/2" = 1'-0"

7

1 1/2"

Page 15: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Grill

Screened Porch

7/01

/05

6

6

6

Fire

plac

e Se

ctio

ns a

nd D

etai

ls

A4.5

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

66 W

est

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et!

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land

, Mai

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4102

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te:

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sions

:

05/1

1/04

Job

#: 2

0314

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e:

1/2"

= 1

'-0"

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

See structural drawings for joist sizes and spacing

AB

Copper lined wood!storage, 2x const.!removable back panel

Fresh!air intake Fresh!

air intake

Flue at roof planeFlue at roof plane

Flue above fireplace

CMU to support slab just above ceiling plane

College blend brick

College blend brick stretcher edge up

weathered granite facing

weathered granite facing

weathered granite facing

1'-8

"6"

1'-4

"1'

-0"

7'-8 5/8"

2'-4 3/4"

1'-1 1/4"

7'-3 1/2"

3'-7

3/4

"2'

-9 1

/8"

2'-5"

5'-6 1/8"

6'-5 1/2"

1'-4"

8" CMU

Profile of cast in place slab @ second floor 6" conc w/#5 bars @ 10" each way. Top of slab to be 1 1/2" below top of floor framing.

finish hearth above

3'-6" 2'-8

"

1'-4

"

1'-0"1'-5 1/2"verify 1'-0" 3'-6" 1'-0"

3'-8

"3

1/2"

7 1/

2"2'

-1"

2'-6 1/4"

4'-1 7/8"

05/1

1/05

5

5

Removable ash pan

2" Honed granite

College blend brick, tinted mortar (Hydroment "Brick S144/U608).

3'-0

"

6"

1'-4" 12"6" 1'-2"

6"3'-0" 8"

1'-6"weathered granite hearth

Reinforced slab for hearth,!bond out for flue.

3'-2

"

Stainless steel grille!on s.s. cleats @ 4" o.c.2'

-8"

Air intake both sides of firebox. !Run 4" feed pipe from basement.

Page 16: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Sidi

ng D

etai

ls

A4.6

STR

UC

TUR

AL:

Beck

er S

truct

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Eng

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207

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4102

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sions

:

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0/03

Job

#: 2

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SCHO

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Cam

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coarse gravel

finished grade varies

isolation joint w/ sealant

4" concrete slab with fiber reinforcement

6 ml. poly moisture barrier

4" perforated drain pipe both sides of footing

filter fabric

12" crushed stone

1'-0

"Hydrocide

waterproofing typ.

connect drain pipes where indicated on plan

Foundation Wall w/ ShelfScale: 1" = 1'-0"

3

2x6 p.t sill plate

Note: see structural drawings for rebar info. (Typ.)

Elevation: 101.5'Fin. first floor

Elevation varies- See elev. A2.1 & A2.2Top of stone

Elevation varies- See S1.0Top of concrete

Top of shelf

Cedar sill wrapped in red copper

Red copper flashing 12" above stone and 12"

below (behind Miradrain)

Gravel backfill

Bituthene from 18" above to 18" below sill.

Miradrain 6000 drainboard behind stone veneer at basement walls

and where indicated on S1.1

Cedar siding over felt paper

Elevation varies- See S1.0

Top of footingElevation varies- See S1.0

Note: see structural drawings for joist sizes and spacing

L8x8 sill support

coarse gravel

finished grade varies

isolation joint w/ sealant

4" concrete slab with fiber reinforcement

6 ml. poly moisture barrier

4" perforated drain pipe both sides of footing

filter fabric

12" crushed stone

1'-0

"

Hydrocide waterproofing typ.

connect drain pipes where indicated on plan

Foundation Wall w/ ShelfScale: 1" = 1'-0"

4

2x6 p.t sill plate

Note: see structural drawings for rebar info. (Typ.)

Elevation: 101.5'Fin. first floor

Elevation varies- See elev. A2.1 & A2.2Top of stone

Elevation varies- See S1.0Top of concrete

Top of shelf

Cedar sill wrapped in red copper

Red copper flashing 12" above stone and 12"

below (behind Miradrain)

Gravel backfill

Bituthene from 18" above to 18" below sill.

Miradrain 6000 drainboard behind stone veneer at basement walls

and where indicated on S1.1

Cedar siding over felt paper

Elevation varies- See S1.0

Top of footingElevation varies- See S1.0

Note: see structural drawings for joist sizes and spacing

L8x8 sill support

Page 17: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Finish

Sch

edule

A4.7

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

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nc.

19 C

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:

05/1

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Job

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SCHO

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Wood framing

Material Finish Material Finish Material Finish Material Finish

UnfinishedUnfinished NA

Material Finish

NA

100101

102

Room # Name Floor Walls Ceiling Baseboard Door Trim Window Trim Millwork Notes

FINISH SCHEDULE Date: 07/01/05 revised 9/16/05 10/5/05

Material Finish/Manufacturer

Concrete slab001 ConcreteBasement

Mudroom

Color Color Color #Location Material Hardware

Laundry

Side Hall103104105

106107108109110

111112113

ClosetClosetGuest Bathroom

Guest StudyGuest BedroomGuest BedroomClosetGuest Bathroom

ClosetFront HallHall

114

115

116117118119

Master Bedroom

Dressing

ClosetCedar ClosetToiletMaster Bathroom

200 Screened Porch201 Dining Room

202 Kitchen

203 Pantry204 Bridge205 Living Room206 Hall

207 Closet208 Powder Room209 Study

17"x17" Tile

White Oak

White Oak

White OakWhite OakWhite OakWhite Oak

White OakWhite OakWhite OakWhite Oak

White Oak

White OakWhite Oak

IpeWhite Oak

White OakWhite OakWhite OakWhite Oak

White Oak

White Oak

PlasterPlaster

PlasterPlasterPlasterPlaster

PlasterPlasterPlasterPlasterPlaster

PlasterNorth - Oak

PlasterPlaster

Plaster

PlasterPlasterPlasterPlaster

CedarPlaster

Plaster

PlasterPlasterPlasterPlaster

PlasterPlasterPlaster

Plaster elsewhere

PaintPaint

PaintPaintPaintPaint

PaintPaintPaintPaintPaint

Paint

PaintPaint

Paint

PaintPaintPaintPaint

Paint

Paint

PaintPaintPaintPaint

PaintPaintPaint

PlasterPlaster

PlasterPlasterPlasterPlaster

PlasterPlasterPlasterPlasterPlaster

PlasterPlasterPlasterPlaster

Plaster

PlasterPlasterPlasterPlaster

Douglas firPlaster

Plaster

PlasterPlasterPlasterPlaster

PlasterPlasterPlaster

WoodWood

WoodWoodWoodWood

WoodWoodWoodWoodWood

Wood

WoodWood

Wood

WoodWoodWoodWood

Wood

Wood

WoodWoodWoodWood

WoodWoodWood

PaintPaint

PaintPaintPaintPaint

PaintPaintPaintPaintPaint

Paint

PaintPaint

Paint

PaintPaintPaintPaint

Paint

Paint

PaintPaintPaintPaint

PaintPaintPaint

WoodWood

WoodWoodWoodWood

WoodWoodWoodWoodWood

Wood

WoodWood

Wood

WoodWoodWoodWood

Wood

Wood

WoodWoodWoodWood

WoodWoodWood

PaintPaint

PaintPaintPaintPaint

PaintPaintPaintPaintPaint

Paint

PaintPaint

Paint

PaintPaintPaintPaint

Paint

Paint

PaintPaintPaintPaint

PaintPaintPaint

WoodWood

WoodWoodWoodWood

WoodWoodWoodWoodWood

Wood

WoodWood

Wood

WoodWoodWoodWood

CedarWood

Wood

WoodWoodWoodWood

WoodWoodWood

PaintPaint

PaintPaintPaintPaint

PaintPaintPaintPaintPaint

Paint

PaintPaint

Paint

PaintPaintPaintPaint

Paint

Paint

PaintPaintPaintPaint

PaintPaintPaint

Wood Paint Wood Paint

Cedar Cedar Cedar

404

/11/

05

Mud Room 100A Pntd cab/Oak top

G. Bathroom 105A PaintedG. Bathroom 105BG. Study 106A T.B.D.

G. Bathroom 110A PaintedG. Bathroom 110B Painted

Hall 113A OakM. Bedroom 114A Oak

114B OakM. Bedroom115A PaintedDressing115BDressing115CDressing115DDressing

119A OakM. BathroomOak119BM. Bathroom

Dining Room 201ADining Room 201BDining Room 201C

Oak

OakOak

Living Room 205A Oak Mantel

Closet

Hall 206A

Powder Room 208A OakStudy 209A Oak

Laundry 101ALaundry 101B

G. Bedroom 107A

PaintedPainted

Corian Vanilla Top to be finalized

Painted

17"x17" Tile17"x17" Tile Ann Sacks AS8391-1!

Summit Cendre NaturalAnn Sacks AS8391-1!Summit Cendre Natural

Ann Sacks AS8391-5!Summit Moonlight Silk

17"x17" Tile Ann Sacks AS8391-1!Summit Cendre Natural

Ann Sacks AS8391-5!Summit Moonlight Silk

Ann Sacks AS8391-5!Summit Moonlight Silk

Contact Louis @ Ann Sacks 617-737-2300

Clear poly, satin finish

Clear poly, satin finish

Clear poly, satin finishClear poly, satin finishClear poly, satin finishClear poly, satin finish

Clear poly, satin finishClear poly, satin finishClear poly, satin finishClear poly, satin finish

Clear poly, satin finish

Clear poly, satin finishClear poly, satin finish

Clear poly, satin finish

Ann Sacks AS8391-5!Summit Moonlight Silk

Clear poly, satin finish

Clear poly, satin finishClear poly, satin finish

Clear poly, satin finish

Clear poly, satin finish

Clear poly, satin finish

17"x17" Tile17"x17" Tile

17"x17" Tile

17"x17" Tile

Waterlox or equal

White Oak Clear poly, satin finish

Top: Limestone!Crema Europa

Top: Limestone!Crema Europa

Top: Limestone!Crema Europa

Top: Granite!St. Cecilia Light

Top: Limestone!Crema Europa

209B Paint

Painted

119CM. Bathroom

Top: Limestone!Crema Europa

Oak shelves in closet

PaintedPaintedPainted

Oak cab & top

Kitchen OakKitchenKitchenKitchen

202A202B202C202D

OakOakOak

Top: Granite!St. Cecilia LightTop: Granite!St. Cecilia Light

Top: Granite!St. Cecilia Light

OakOak

Painted

White Oak Clear poly, satin finish

Shower tile pending

Shower tile pending

Shower tile pending

607

/01/

05

shower

Contact Susan Parker @ WaterWorks 617-951-2496

shower

shower

4"x4" tile Waterworks winter sky!glossy glass;WTC-44W SKYG

4"x4" tile Waterworks winter sky!glossy glass;WTC-44W SKYG

4"x4" tile Waterworks winter sky!glossy glass;WTC-44W SKYG

mosaic

1.5cm tumbled Rainbow onyx!mosaic 12x12 sheet from Ann Sacks

1.5cm tumbled Rainbow onyx!mosaic 12x12 sheet from Ann Sacks

1.5cm tumbled Rainbow onyx!mosaic 12x12 sheet from Ann Sacks

10/0

5/05

Page 18: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Enla

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Kitc

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Plan

!&

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A5.1

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AB 404

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TV

C

Pots & pans Pull-out trash

Pull-out recyclingBosch Intergra

SHY56A05UC

baking trays

Bosch HMB405

Microwave

Pots & pans All cabinet shelves to be adjustable (typ.)

B Raidant floor!manifold @ ext wall

202C

Interior Elevation @ Dining Room #201SCALE: 1/2" = 1'-0"

7

Frosted glass

Interior Elevation @ Dining Room #201SCALE: 1/2" = 1'-0"

6

201B 201A

Pull out shelves - 4 high fixed panel

4'-0

"

air out let under counter top

Air inlet underside of kick

Interior Elevation in KitchenSCALE: 1/2" = 1'-0"

4 Interior Elevation in KitchenSCALE: 1/2" = 1'-0"

4 Interior Elevation in Kitchen HallSCALE: 1/2" = 1'-0"

5

3'-2

"

202E202A

4'-0

"

Air inlet underside of kick

stereo cabinet, adj shelvespower, ventilation

3'-2

"

return air

All cabinet shelves to be adjustable (typ.)

Interior Elevations in Kitchen2

A

30"

3'-2

"4'-0

"

202B

Clear glass at kitchen side

GE Monogram ZIDS240PSS Refrigerator

Sub-Zero 632SS w/o automatic ice maker

Wolf DF366-LP-SS Duel Fuel 6 Burner

Range

Thermodor PH36ZS with VTN1000Q

blower.

Wall oven

6'-1

"

3'-2

"

6'-1

"

equa

leq

ual

equa

l

equa

leq

ual

equa

l 707

/25/

05

DWWall oven

Kitchen42" high Desk

Ref.

48" h

igh

wal

l 48" h

igh

wal

l

Gla

ss u

pper

cab

inet

s

Adjustable shelves

Pantry

38" high countertops (typ. all countertops)

202

203

TVDigital

Receiver

Cabinet w/ adjustable shelves

Ref. under counter

Enlarged Plan @ KitchenSCALE: 1/2" = 1'-0"

1

2 A5.1C A

B

5 A5.1

4 A5.1

201C

202B

202C

202A

202D

202E

7 A5.1

SCALE: 1/2" = 1'-0"

Thermodor PH36ZS with VTN1000Q

blower.

Adjustable shelvesAdjustable shelves Adjustable shelvesAdjustable shelves

sloped drain

accessed from dining room side

Corner base cabinet accessed from dining room side.

1'-6"

908

/31/

05

Typical Drawer BaseSCALE: 1 1/2" = 1'-0"

8

3'-2

"

brushed nickle pull

Typical Cabinet DoorSCALE: 1 1/2" = 1'-0"

9

White oak venner plywood

1/4" oak edge band

1/4" oak edge band

Typical Upper CabinetSCALE: 1 1/2" = 1'-0"

10

brushed nickle pull

3 1/2"

2 1/

2"

brushed nickle pull

3 1/2"

2 1/

2"

Glass Door Solid Panel Door

3 1/

2"1'

-1 3

/8"

1/8"

1'-1

3/8

"1/

8"6"

1/4"1 1/

4"

3/8"

3'-2

"

brushed nickle pull

3 1/

2"1/

8"6"

1/4"1 1/

4"

1'-0

7/8

"3/

8"1'

-1 1

/2"

White oak venner plywood

White oak venner plywood-stained

Base painted black

Painted base (black typical)

Painted base (black typical) Painted base (black typical)

Painted base (black typical)

Painted base (black typical) Painted base (black typical)

See typical drawer base detail for banding at interior of kitchen

See typical drawer base detail for banding at interior of kitchen

See typical drawer base detail for banding at interior of kitchen

See typical drawer base detail for banding at interior of kitchen

See typical drawer base detail for banding at interior of kitchen

Banding as noted this elevation.

Banding as noted this elevation.

Page 19: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Ver

ify h

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Runtal towel warmer

Top

of m

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ns w

/ bot

tom

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2"

Top

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tom

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2" fi

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Top

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3 1/

2" (fi

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Inte

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A5.2

STRUCTURAL:

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Interior Elevations @ Master Bath Rm. #119SCALE: 1/2" = 1'-0"

1

Interior Elevations @ Guest Bath Rm. #110SCALE: 1/2" = 1'-0"

3

Interior Elevations @ Guest Bath Rm. #105SCALE: 1/2" = 1'-0"

2

Mirror

Linen cabinet w/ adjustable shelves

Mirror

Glass shower

Mirror

Linen cabinet w/ adjustable shelves

Drawers

1 1/4" stone top w/ 3/4" backsplash

Tile shower w/ glass door

Mirror

1 1/4" stone top w/ 3/4" backsplash

Painted vanity, clear interior

Mirror

Linen closet

w/ adjustable shelves

MirrorMirror

1 1/4" stone top w/ 3/4" backsplash

Mirror

Oak vanity

Stone StoneStone

Runtal towel warmer

Runtal towel warmer

Runtal towel warmer

Adjustable Shelves

67/

1/05

Stone

6

6

Align

66

Align Align

6

Runtal towel warmer

Enlarged Plan - Guest Bathroom # 105SCALE: 1/2" = 1'-0"

7

Oak vanity

9 9

Painted vanity, clear interior

Oak vanity

DrawerDoor

Drawer

2 4

1 2 3 4

1 2 3

1 3

Glass shower door

Pocket door

Kohler Caribbean undermount tub

stone backsplash beyond

stone deck

1'-8

" fin

ish to

fini

sh

1'-7

3/4

" rou

gh d

eck

from

subfl

oor

Section Through Tub in Master BathSCALE: 1 1/2" = 1'-0"

A

Enlarged Plan - Master Bathroom #119SCALE: 1/2" = 1'-0"

5

1 A5.24 2

3

1

Light soffit.

Sash and frame!for paint finish

Sill and casing, clear finish!highly uv resistant

105B

105A

100B110B 100B110A

119A

404

/11/

05

4" tile Recessed kick4" tile

5/8" durockStone

Tile

3"

4"

2"

White undermount sink

208A

Interior Elevations @ Powder Rm. #208SCALE: 1/2" = 1'-0"

4

21

Mirror

38"

3'-2

"

K-581 template required for undermount

Limestone seat w/ s.s. support

Shower floor: T.B.D.

Shower walls and ceiling: T.B.D.

Counter top: Limestone- Crema Europa. provide time to select slabs w/ owner (Typical for all bathroom vanities)

Counter top: Limestone- Crema Europa. provide time to select slabs w/ owner (Typical for all bathroom vanities)

Floor Tile: Ann Sacks - AS8391-5

Summit moon light silk (17.33" SQ) (Typical for all bathroom floors)

Sleepers w/ 2 layers of 3/4" ply-wood

109

3 A5.2

3

1

4 2P-5

P-6

P-7

Tile Wood110B

110A

Enlarged Plan- Guest Bathroom #110SCALE: 1/2" = 1'-0"

6

Floor Tile: Ann Sacks - AS8391-5 Summit moon light silk (17.33" SQ) (Typical for all bathroom floors)

Counter top: Limestone- Crema Europa. provide time to select slabs w/ owner (Typical for all bathroom vanities)

Floor Tile: Ann Sacks - AS8391-5 Summit moon light silk (17.33" SQ) (Typical for all bathroom floors)

1/4"

3/8"

3/8"

Adjustable shelf (typ)

119B

Adjustable shelf (typ)

Adjustable shelf (typ)

Oak flooring

Brushed nickel faucet

3/8" 3/8"

3/8"

1/4"

Bath Accessory ScheduleSymbol Type Manufacture/#/ Finish

A

18" towel bar

Ginger Hotelier #0303 polished chrome

B

C

D

E

24" towel bar

Dbl post TP holder

Robe hook

Ginger Hotelier #0302 polished chrome

Ginger Hotelier #0308 polished chrome

Ginger Hotelier #0310 polished chrome

12" towel bar Ginger Hotelier #0301 polished chrome

E

AA C C

D

D

A

A

E

CC

D

C

E

B

EC

C

A

D

D

D

A

1010

/17/

0510

38" c

ount

er h

eigh

t

AA5.2

38" c

ount

er h

eigh

t

38" c

ount

er h

eigh

t

3'-2

"

3'-2

"

3'-2

"

3/8"

3/8"

3/8"

Solid oak edge bandOak plywood (horizontal grain) clear finish

Cabinet Door DetailSCALE: NTS

8

106

2 A5.2

1

23

P-2

P-3

P-4

Tile

105A

105B

Cabinet & Door DetailSCALE: NTS

9

3'-2

"

Solid oak edge band

Oak plywood (horizontal grain) clear inish

Page 20: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Oak (see detail A5.2)

fixed shelves

2'-1" framing min.

1'-3"

5'-9

"1'

-0"

6A5.3

Section @ typ.closet

30"

6A5.3

Section @ typ.closet

Interior Elevations @ Hall #113SCALE: 1/2" = 1'-0"

5

Adjustable shelves

Interior Elevations @ Mudroom #100SCALE: 1/2" = 1'-0"

4

Closet

Coat hooks w/ shelf aboveDoor to basement

1 21 2

Interior Elevations @ Laundry #101SCALE: 1/2" = 1'-0"

10

Window seat

209A

106A

100A

113A

404

/11/

05

107A

114B 114A

4

44

4 7/1/

05

Painted birch plywood

209B

32" HDTV

proud 6"

Oak (see detail A5.2)

prou

d 6"

A/V Equip.

Inte

rior E

leva

tions

A5.3

STRUCTURAL:

Beck

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truct

ural

Eng

inee

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19 C

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207

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-182

2

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sions

:

03/2

7/04

Job

#: 2

0314

SCHO

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Interior Elevations @ Study Rm. # 209SCALE: 1/2" = 1'-0"

1

2

Adjustable shelves

Interior Elevations @ Hall #206SCALE: 1/2" = 1'-0"

2

1 2

Scal

e:

1/2"

= 1

'-0"

Pocket door

1 3

SCALE: 1/2" = 1'-0"6

Interior Elevation @ Guest Study #106SCALE: 1/2" = 1'-0"

7

1

Interior Elevation @ Guest Bedroom #107SCALE: 1/2" = 1'-0"

8

1

Typical Closet Section

3

Interior Elevation @ Master Bedroom #114SCALE: 1/2" = 1'-0"

9

42 3

Lateral files

Door w/ adj. shelves

Pocket door

Adjustable

bookshelves

Flat files

Lateral file29"

Adjustable shelves

Drawers

Adjustable shelves

Delete Built in Delete Built in

Delete Built in

Conc. wall

beyond

Adjustable shelves

TV in wall

Conc. wall

beyond

Adjustable

bookshelves

Adjustable

bookshelves

Adjustable shelves

Adjustable shelves

Sash and frame fo paint!finish

Sill and casing, clear finish!highly uv resistant

2" fixed

Interior Elevations @ Dressing Room #115SCALE: 1/2" = 1'-0"

5

Mirror

1 2

5" clear inside5" clear inside

7" clear inside7" clear inside

10" clear inside10" clear inside

10" clear inside10" clear inside

5" clear inside5" clear inside

115B115A

4'-6

"

4

Pocket doors

3

115D 115C

4'-6

"

Cedar closet

Interior Elevations @ Closet #116SCALE: 1/2" = 1'-0"

6

1 2

See 6/A5.3 for typ. closet

9"

Interior Elevations @ Closet #116SCALE: 1/2" = 1'-0"

6

3

Interior Elevations @ Dressing Room #115SCALE: 1/2" = 1'-0"

5

Before installing poles review with owner

Before installing poles review with owner

Painted cabinetOak cabinet

3'-2

"2'

-0"

WasherDryer

Fan Tech Booster fen to basement door area

2

6'-4

" to

CL o

f han

ging

bar

8/31

/05

9

6

38" t

yp.

1

101A

Corian vanilla. Owner to verify

Provide removable panel to access plumbing to washing machine

Painted cabinetry

Bi-foldBi-fold

1'-5

"

Cushion on top of lift up oak top lid

6

9

6

66

6

6

Removable panel to sccess heating manifoldPainted shelves

Painted shelves

Tile: Ann Sacks AS8391-1 17"x17" Summit

Cendre Natural

Oak cabinetry

Oak top

Oak cabinetry

Page 21: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Stai

r and

Rai

ls

A5.4

STRUCTURAL:

Beck

er S

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ural

Eng

inee

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19 C

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Date

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Revi

sions

:

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Align interior/ exterior boards

Oak egg crate grill. paint all ducts and sheathing flat black.

3'-0

"

2'-1

0"

2 3/4"

3'-0

"

2'-1

0"

Section/ElevationSCALE: 1/2" = 1'-0"

7

2 3/4"

ElevationSCALE: 1/2" = 1'-0"

6PlanSCALE: 1/2" = 1'-0"

5

48" h

igh

wal

l

Bridge204

DN

2 3/4"

2 3/4"

2 3/

4"

1 3/

4"

Enlarged ElevationSCALE: 1" = 1'-0"

4

2'-1

0"

3'-0

"

1 3/4"

3'-0

"

2"

2'-8

"2"

Julius Blum bronze 2"x3" rectangular tube. www.juliusblum.com 1-800-526-6293

Julius Blum bronze 5/8" solid rod. www.juliusblum.com 1-800-526-6293

Julius Blum bronze 5/8" solid rod. www.juliusblum.com 1-800-526-6293

Custom Cherry handrail

NOTE: No spacing shall allow a 4" shpere to pass through.

Solid Blocking Solid Blocking

Oak flooring

(2) 5/16" x 8" lags into solid blocking

Custom steel bracket with separator strip strip to prevent reaction with dissimilar metals, epoxy to floor as discussed with Dan Bloomer.

Julius Blum bronze 2"x3" rectangular tube. www.juliusblum.com 1-800-526-6293

Julius Blum bronze 5/8" solid rod. www.juliusblum.com 1-800-526-6293

1/4" bronze flat head screw

2" 3"

8"

Custom steel bracket with separator strip strip to prevent reaction with dissimilar metals, epoxy to floor as discussed with Dan Bloomer.

2 1/2"

2"2"

2 1/4"

5/8" bronze rod with 1 1/8" x 2 1/2" x 1/4"

plate

1 1/8"

Interior Handrail DetailSCALE: 6" = 1'-0"

1

Exterior Handrail DetailSCALE: 6" = 1'-0"

2

2 1/2"

2"2"

5/8" bronze rod with 2" x 2 1/2" x 1/4"

plate

2"

4"

1 3/

4"

Custom Cherry handrail

Custom Ipe handrail

Bronze Newel DetailSCALE: 6" = 1'-0"

3

09/2

8/05

en

tire s

heet

10

Verify this rail with Owner before installing.

Page 22: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Deck

Rai

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A5.5

STRUCTURAL:

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19 C

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Fax:

207

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2

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Port

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775-

2892

!st

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: AB

Date

:

Revi

sions

:

05/0

5/04

Job

#: 2

0314

Scal

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As no

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SCHO

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Living Room

Deck

205

Living Room

2 3/4" 2 3/4"

2 3/

4"2

3/4"

2 3/4"2 3/4"

2 3/

4"2

3/4"

PlanSCALE: 1/2" = 1'-0"

1

Rail ElevationSCALE: 1/2" = 1'-0"

2

3'-0

"

2"

2'-8

"2"

Julius Blum bronze 2"x3" rectangular tube. www.juliusblum.com 1-800-526-6293

Julius Blum bronze 5/8" solid rod. www.juliusblum.com 1-800-526-6293

Julius Blum bronze 5/8" solid rod. www.juliusblum.com 1-800-526-6293

Custom Ipe handrail

NOTE: No spacing shall allow a 4" shpere to pass through.

Exterior Handrail DetailSCALE: 6" = 1'-0"

4

2 1/2"

2"2"

5/8" bronze rod with 2" x 2 1/2" x 1/4"

plate

2"

4"1

3/4"

Custom Ipe handrail

Solid Blocking Solid Blocking

5/4 decking

(2) 5/16" x 8" lags into solid blocking

Custom steel bracket with separator strip strip to prevent reaction with dissimilar metals, epoxy to floor as discussed with Dan Bloomer.

Julius Blum bronze 2"x3" rectangular tube. www.juliusblum.com 1-800-526-6293

Julius Blum bronze 5/8" solid rod. www.juliusblum.com 1-800-526-6293

1/4" bronze flat head screw

2" 3"

8"

Custom steel bracket with separator strip strip to prevent reaction with dissimilar metals, epoxy to floor as discussed with Dan Bloomer.

Bronze Newel DetailSCALE: 6" = 1'-0"

3

09/2

8/05

en

tire s

heet

10

Page 23: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Roof PlanSCALE: 1/4" = 1'-0"

2

Gara

ge-P

lans

/Sec

tions

/Det

ails

A6.0

STRUCTURAL:

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Eng

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2'-6"

5 1/2"

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

32'-0"

3'-2

1/2

" r.o

.15

'-5"

slope slab

3'-0"

3'-0"

Floor PlanSCALE: 1/4" = 1'-0"

1

4A6.0

4A6.0

5A6.0

5A6.0

30'-4"

22'-4

"

Backboard for elec. tele. ect

24'-0

"

floating slab Pitch

8"8"

7'-0"control joint

control joint

8"

88/

29/0

5

ENTRY CANOPY NOT IN CONTRACT

4A6.0

16 oz. standing seam copper w/ 18" panels Ice and water shield entire roof.

4A6.0

5A6.0

5A6.0

1'-2 3/4"4'-11 7/8"

SectionSCALE: 1/4" = 1'-0"

5

4" fiber reinforced slab 6 mil vapor barrier 2" rigid insulation 2" fine sand 6" crushed stone

undisturbed soil

8'-0

"

1231/2

undisturbed soilundisturbed soil

See structural drawings for truss locations

and framing members

SectionSCALE: 1/4" = 1'-0"

4

4" fiber reinforced slab 6 mil vapor barrier 2" rigid insulation 2" fine sand 6" crushed stone

undisturbed soilundisturbed soilundisturbed soil

compacted gravel

1231/2

See structural drawings for truss locations

and framing members

11/

29/0

4

See S6.2 for steel information. Coordinate all heights with revised plate height.

Top of Slab Elev. 97' 6"

Bottom of FootingElev:92'-6"

Grade

PT

Top of WallElev: 107' -10 7/8"

Pergola structure to be determined

1x6 clear red cedar t&g boards. 1/4" groove.

1" fr

amed See framing plans for truss/rafter information

10'-4

7/8

"

1

compacted gravel

5'-0"3'-0"

1

4'-0" 32'-0"

4'-0" 24'-0" 4'-0"

8

Page 24: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Gara

ge-E

leva

tions

A6.1

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

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al S

treet

Portl

and,

M

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07-8

79-1

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Fax:

207

-879

-182

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Revi

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:

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#: 2

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Top of slabElev:97'-6"

South ElevationSCALE: 1/4" = 1'-0"

2

East ElevationSCALE: 1/4" = 1'-0"

3 North ElevationSCALE: 1/4" = 1'-0"

4

Bottom of FootingElev:92'-6"

Bottom of FootingElev:92'-6"

Bottom of FootingElev:92'-6"

Top of slabElev:97'-6"

Bottom of FootingElev:92'-6"

Interface of pergula roof to be determined

West ElevationSCALE: 1/4" = 1'-0"

1

8'-8

3/8

"

Custom faced wood doors Custom faced wood doors

XS1 1515 A!Cranberry

1 Wall height was lifted up

1 Wall height was lifted up 1 Wall height was lifted up

1 Wall height was lifted up

Typical exterior casing detailSCALE: 3" = 1'-0"

5

11/

29/0

4

6 2

26

1 5/

8"3/

8"

2 3/8"

1x10 clear red cedar boards, lapped

Clear red cedar casing

Doug fir door frames

Exterior grade solid core mahogany veneer door. For pricing only.

1 5/8"

1 5/

8"

Sloped (15deg) copper clad sill. Set window on copper with divider strip to prevent galvanic reaction.

Copper clad sill. See detail above

1

Copper Sill DetailNo Scale

8

88/

29/0

5

top of slab

8'-0

" do

or h

eigh

t

2"8"

8"8"

8"8"

8"8"

8"8"

8"8"

8"8"

8"8"

2 3/

4"

wall plate

2"

Underside!of soffit

2 3/

4" tr

im

Story Pole LayoutSCALE: 1/2" = 1'-0"

Page 25: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Gara

ge-D

etai

ls

A6.2

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

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al S

treet

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and,

M

aine

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79-1

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Fax:

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-879

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land

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Double 2X6 top plate

1/2" CDX sheathing 2X6 @ 16" O.C.

1 X10 clear red cedar boards lapped and woven at corners

2 X blocking for cap support

16 oz red copper clad cap

Weathered granite

Drain board - Greenstreak sheet drain HS or equal

2X6 blocking

30# felt

1/2" CDX sheathing

DBL 2x6 plate w/sill sealer/ 30# felt paper

4" fiber reinforced slab

Note: Top of Wall varies see foundation plan

5/8" galv anchor bolts @ 6' o.c.

#4 bars cont.

#4 bars cont.

Wrap drain board over foundation

Compacted fill.Undisturbed soil

#5 bars cont.

Compacted fill.

#4 @24" o.c. vertical

Undisturbed soil

4" perimeter footing drain in filter fabric sock. 3/4" crushed stone wraped in filter fabric. Typical on interior and exterior of footing.

32'-0" 3'-0"

Foundation PlanSCALE: 1/4" = 1'-0"

1

Top of WallElev: 96'-10"

Top of WallElev: 98'-0"

Top of ShelfElev: 97'-0"

Top of WallElev: 98'-0"Top of Shelf

Elev: 96'-6"

24'-0

"

24'-0

"

10"

14'-7

"8'

-11"

6"

1'-9"4'-2"10" 5'-5" 9'-6" 1'-8" 9'-6"

#4 in slab

18" #4 in slab

CJ

7'-0"

6" floating slab

Top of SlabElev: 97'-6"

8"8"

3'-0"

Top of WallElev: 98'-0"

Top of ShelfElev: 97'-0"Top of WallElev: 96'-10"

Top of WallElev: 98'-0"

Top of ShelfElev: 96'-6"

Top of ShelfElev: 97'-0"

CJ

Footing drain to daylight

E EE E

T T

CTV CTVSpare

Slab slopes 1/8" per foot

4!A6.2

3!A6.2

2!A6.2

5!A6.2

CJ

CJ

Top of Slab Elev. 97' 6"

Top of Shelf

Bottom of FootingElev:92'-6"

Elev:96'-6"

2'-8"

1'-0"

Top of ShelfElev:97'-0"

10" 6" 4"

6"

Grade

Wall SectionSCALE: 3/4" = 1'-0"

2

PT

Top of WallElev: 107' 10 7/8"

1231/2

3'-10"

Detail @ Garage DoorSCALE: 3/4" = 1'-0"

3

1'-10"

foundation wall beyond

(3) #5 bar cont.

#5 bar cont.

#5 bar cont.

Undisturbed soil

Compacted fill.

Top of Slab

Top of Wall

Bottom of FootingElev:92'-6"

Elev:96'-10"

Elev:97'-6"

Top of WallElev:98'-0"

1'-0"

4" fiber reinforced conc. slab.

15

36"

4"4"

Undisturbed soilCompacted fill.

#5 bar cont.

#4 bar @ 12" o.c. @ doors

24" o.c. elsewhere 18"

10"

#4 bars @ 24" o.c.

6"

2" rigid insul.6 ml. vapor barrier

3"

1'-10"(3) #5 bar cont.

#5 bar cont.

Undisturbed soil

Compacted fill.

Top of Slab

Bottom of FootingElev:92'-6"

Elev:97'-6"

Top of WallElev:98'-0"

1'-0"

4" fiber reinforced conc. slab.

4"

Undisturbed soilCompacted fill.

#5 bar cont.

10"

36" H #4 bars @ 24" o.c.

6"

Detail @ Garage WallSCALE: 3/4" = 1'-0"

4

1/2" rigid insulation

2" rigid insulation

6 ml. vapor barrier

#5 bar cont.

5/8" galv. anchor bolt @ 6'-0" o.c.

lcc over exposed concrete

Top of ShelfElev:97'-0"

1'-10"(3) #5 bar cont.

Undisturbed soil

Bottom of FootingElev:92'-6"

3'-0"

Undisturbed soil Compacted fill

Detail @ Floating SlabSCALE: 3/4" = 1'-0"

5

1/2" rigid insulation

2" rigid insulation

4"

10"

Compacted fill

1'-6

"

6"

8" 4'-0"

Top of SlabElev:97'-6"

#5 bar cont.

#5 bar cont.

6x6 WWM

2"rigid insulation (polyisocyanurate)

1"rigid insulation (polyisocyanurate)

Pergola structure to be determined

EE

TT

CTV

CTV

Spar

e

utilities to house

utilities from streetProvide under slab conduites to panel(s) for all utilities entering and exiting the building

7'-0"

1x6 clear red cedar t&g boards. 1/4" groove.

1" fr

amed

See framing plans for truss/rafter information

10'-4

7/8

"

11/

29/0

4

1

1

Page 26: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Gara

ge-F

ram

ingP

lans

/Det

ails

A6.3

STRUCTURAL:

Beck

er S

truct

ural

Eng

inee

rs, I

nc.

19 C

omm

erci

al S

treet

Portl

and,

M

aine

041

01

Phon

e: 2

07-8

79-1

838

Fax:

207

-879

-182

2

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

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775-

2892

!st

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Revi

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:Jo

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203

14

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4A6.0

Built-in gutter

16 oz. copper w/ 18" panels

Roof PlanSCALE: 1/4" = 1'-0"

2

4A6.0

5A6.0

5A6.0

Page 27: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

First Floor Lighting PlanSCALE: 1/4" = 1'-0"

1

SCHO

TTE

RESI

DENC

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Cam

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Mai

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203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

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and

Desig

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HOTT

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SIDE

NCE

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Scale

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4" =

1'-0

"AB

A

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and

Desig

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Floo

r Refl

ecte

d!Ce

iling

Plan

A7.1NN

Drawers

Kohler

Caribbean

bath

Runtal

Runtal

Runtal

D

W

Drawers

Kohler

Caribbean

bath

Runtal

Runtal

Runtal

D

W

Dresser

Desk

Boat frame section on wall

Dresser

Desk

Boat frame section on wall

Guest Bedroom

Guest Study

Mudroom

Elevator

Master

Bedroom

Master

Bathroom

Linen

Guest Bathroom

DN

38" high

countertop

38" high

countertop

Runtal

Seat

Drawers

Drawers

Front EntryLive edged granite

Column

Sculptural object

Front Walk

Side Hall102

108

110

Closet109

Front Hall112

111Closet

113 Hall

114

Dressing

115

117

119

118Toilet

Linen

Drawers

See Landscape plan)

Cedar closet

Adjust. shelves Linen

Closet

Laundry

Guest Bath

Guest Bedroom

Ram

p en

ds101100

103

107106

105

Closet116

Closet104

Adjustable

shelves

Adj

ust.

shel

ves

UP

ColumnToilet

Guest Bedroom

Guest Study

Mudroom

Elevator

Master

Bedroom

Master

Bathroom

Linen

Guest Bathroom

DN

38" high

countertop

38" high

countertop

Runtal

Seat

Drawers

Drawers

Front EntryLive edged granite

Column

Sculptural object

Front Walk

Side Hall102

108

110

Closet109

Front Hall112

111Closet

113 Hall

114

Dressing

115

117

119

118Toilet

Linen

Drawers

See Landscape plan)

Cedar closet

Adjust. shelves Linen

Closet

Laundry

Guest Bath

Guest Bedroom

Ram

p en

ds101100

103

107106

105

Closet116

Closet104

Adjustable

shelves

Adj

ust.

shel

ves

UP

ColumnToilet

JR

JR

??

MR

MRMR

MR

JR

JR

JR

JRJR

MR

DDR

DDRMR

AR

Fan above safe

MR

JR JR

JR

MR

MR MR

MR

JR JR JR

MR

JRJRJR

JR

JR

JR AR

Fan only

JR

JR

9 7/8"

4'-11 3/4"

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

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

1'-8 1/4"

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

1'-4 7/8"

2'-0"

6'-0 5/8"

2'-11 1/2"

2'-0"

1'-7 1/8"

2'-0 3/4"3'-10 1/8"

2'-0 3/4"

1'-9 1/8"

2'-6 3/8"

5'-7 5/8"

2'-11 1/8"

1'-9 1/8"

1'-11 3/4"1'-7 1/8"

1'-9"

1'-5"

2'-6 3/8"

2'-0 1/8"

2'-4 5/8"

eq 1'-7 1/8"eq

JR

JR

9" soffit

3'-5

1/8

"4

5/8"

8 7/

8"

4'-5

1/2

"3'

-0"

2'-6"

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

1'-8

3/4

"1'

-6 1

/4"

1'-8

"1'

-6 1

/2"

2'-4

"

8'-7"

2'-6" 4'-6

7/8

"

1'-9 3/4"

1'-4

"1'

-4 1

/8"

1'-6

3/8

"

2'-5 3/8"

eq eq

eqeq

eqeq

eq

eq

2'-5 1/2"

3'-0"

3'-0"eq

eq

Line

n lo

wSh

elve

s

Des

k

Page 28: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Ligh

ting

Plan

@ B

asem

ent

E2.0N

SCHO

TTE

RESI

DENC

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Cam

den,

Mai

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775-

2892

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Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

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and

Desig

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001

002

004

005

1

1

1

1

1

1

1

1

1 1 1 1 1

1 1 1 1

1 1 1111

1 1

003

To 115 S3S4 S

CCW

SS4

Revision #4 - Entire Sheet 11 April, 2005

404

/11/

05

S4S

S

S

4" Fiber reinforced slab, Elev: 93'-0"

Slab Elev @ Elevator

pit: 92'-0"

4" equipment pad, exact location to be determined

Bond out for sanitary sewer. Top of pipe:92'-4"

Bond out for int. footing drain. Top of pipe:88'-4"

spare

elec

telctv

gas

Bond out for sanitary sewer. Top of pipe:92'-0"Bond out for int. footing drain. Top of pipe:88'-4"

AH-1

AH-2

4 ton DX unit4 ton DX unit

WP

LIGHTING & ELECTRICAL / TELEPHONE

3-way switch

Dimmer switch

Ceiling mounted light fixture

Duplex receptacle

Telephone / TV / Data

Switch

3

D

GFIDuplex receptacle-weatherproof

WP

C

Duplex receptacle-Ground Fault Interrupt

Clock receptacle

Junction boxJ

Receptacle in floorFTT

Receptacle 220 V220

Wall mounted light fixture

Jamb switchJJ

Exhaust fan

x

x

Floor lamp

Table lamp

xF

xT

Recessedx

Fluorescent

Sw

Smoke detector wall mounted

Sc

Smoke detector ceiling mounted

Revised to show communication

505

/11/

05

5

Run all voice and!data lines to this area

wall phone jack

backerboard for communication, 15a dedicated circuit, 3/4" plywood, 4'x8' 36 aff

Delete fixture

6

6

05/2

3/05

Page 29: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

First Floor Lighting PlanSCALE: 1/4" = 1'-0"

1

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

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775-

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desig

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Draw

n by

:Da

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Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

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and

Desig

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Floo

r Lig

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g Pl

an

E2.1N

Drawers

Kohler

Caribbean

bath

Runtal

Runtal

Runtal

D

W

Dresser

Desk

Boat frame section on wall

Guest Bedroom

Guest Study

Mudroom

Elevator

Master

Bedroom

Master

Bathroom

Linen

Guest Bathroom

DN

38" high

countertop

38" high

countertop

Runtal

Seat

Drawers

Drawers

Front EntryLive edged granite

Column

Sculptural object

Front Walk

Side Hall102

108

110

Closet109

Front Hall112

111Closet

113 Hall

114

Dressing

115

117

119

118Toilet

Linen

Drawers

See Landscape plan)

Cedar closet

Adjust. shelves Linen

Closet

Laundry

Guest Bath

Guest Bedroom

Ram

p en

ds101100

103

107106

105

Closet116

Closet104

Adjustable

shelves

Adj

ust.

shel

ves

UP

ColumnToilet

WP

GFI

GFI

FAN

TT

T

phone

T

WP

GFI

GFI

TV

phone

T

GFI HORZ. T

HIGH

WP GFI HORZ.

JS

T

LIGHTING & ELECTRICAL / TELEPHONE

3-way switch

Dimmer switch

Ceiling mounted light fixture

Duplex receptacle

Telephone / TV / Data

Switch

3

D

GFIDuplex receptacle-weatherproof

WP

C

Duplex receptacle-Ground Fault Interrupt

Clock receptacle

Junction boxJ

Receptacle in floorFTT

Receptacle 220 V220

Wall mounted light fixture

Jamb switchJJ

Exhaust fan

x

x

Floor lamp

Table lamp

xF

xT

Recessedx

Fluorescent

Sw

Smoke detector wall mounted

Sc

Smoke detector ceiling mounted

Revised to show communication5

505

/11/

05

phone/data/tv

phone/data/tv

phone/data/tv

wireless access

phone

3

Clarified desigination

6

6

Eliminate wall lights

7'-8

"

12" Oak

12" Spruce

10" Pine

20" Oak

HWPW

PW

JR

AR

JR

HW

IW

US

BW

-36

JS

BW

-24

10/2

1/04

JR

NR

NR

Fan only

MRMR

MR

NR

NR

JR

NRNR

NR NR

Walk lights

Special site light

HW

101

To low voltage path lighting

102

103

104 105 106

107

108

109

110

111

112

113

114

115

116

117

118 119

120

121

122

Up to 207 for stair lights MR/JR

Up to 208 YR

CW

GGW

GGW

To G01

Special site light IIS

To soffit lights at high roof.

SdS d

SdS

SSd

Sd

124

SdSd3

Sd

Sd3

Sd3S3S3

Sd Sd

S

123

SdSdSd

Sd

S

128

Sd3SdSd

Sd

Up to MR/JR

SdSd3Sd3Sd3Sd

Sd

Sd3Sd3Sd3

SdSdS

Sd

Sd

SSd

Sd

125

Sd

S

127

Sd4

S S3

Revision #4 - Entire Sheet 11 April, 2005

404

/11/

05

Sd

Sd

Sd3

BELLDOOR

EW

EW

EW

EW

MR

MR

MR

AR

ZW

ZW

US

US

JR

MRMR BW

-48

DDR

DDR

XS

JR JR

DW

DW

JR JR JR

JR

JR

JR

AR

CW

JR

EEW

EEW

FFW

FFW

DS

GS

JR

JR

VW

BW-24

MR

MRMR

MR

JR

GGWGGW

BW-24

JR

GS

BW-24

To 207

To 001

JS

JS

JS

JS

Page 30: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

Second Floor Lighting PlanSCALE: 1/4" = 1'-0"

1

10/2

1/04

HW

Dining Room Soffit DetailSCALE: 3"=1'-0"2

N

Seco

nd F

loor

Lig

htin

g Pl

an

E2.2

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

udio

@va

ndam

desig

n.co

m

Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desig

nVa

n Da

m

Elevator

206Hall

DWWall oven

Ref. below

Kitchen

Living

Room

BooksTV

Books

Pull out bed

Study

42" high Desk

Ref.

48" h

igh

wal

l

48" h

igh

wal

l Grill

Dining

Screened Porch

Deck

Gla

ss u

pper

cab

inet

s

Adjust. shelves

Pantry

38" high countertops (typ. all countertops)

200

201

202

203

Bridge204

205

Bath208

209

Shelf

Living

Room TVDigital Receiver

Files

Files

207Clos.

208aClos.

components

DN

GFI

WP

WP

ToeToe

Toe

Toe

phone

Toe

elev. phone

phone @ 54"

GFI GFIGFI

GFI

GFI

GFI

GFIref.

Outlet in base cabinet for stereo equip.

WP

TV/Data

phone

T

GFI

Conduit for future fiber optics

3'-6"3'-6"

8"

13'-6

"

Line of bottom of truss

Max

imiz

e

5/8" drywall

2"

3/4" plywoodFixture

Strapping5/8" drywall

LIGHTING & ELECTRICAL / TELEPHONE

3-way switch

Dimmer switch

Ceiling mounted light fixture

Duplex receptacle

Telephone / TV / Data

Switch

3

D

GFIDuplex receptacle-weatherproof

WP

C

Duplex receptacle-Ground Fault Interrupt

Clock receptacle

Junction boxJ

Receptacle in floorFTT

Receptacle 220 V220

Wall mounted light fixture

Jamb switchJJ

Exhaust fan

x

x

Floor lamp

Table lamp

xF

xT

Recessedx

Fluorescent

Sw

Smoke detector wall mounted

Sc

Smoke detector ceiling mounted

7'-0"

Revised to show communication5

505

/11/

05

5

Eliminate these lights

5

Eliminate these lights

5

Replace with MR fixtures

MR

5 Add 1 MR in this series5 Eliminate toe kick light

5 Eliminate toe kick light

Locate transformer for WS lights here

5

Locate transformer for S.C lights here

5

JR

MR

Sd

5 Add 2 MR fixtures

Eliminate FW lights in Bath 208

5

Eliminate JR5

Eliminate JR fixture, add MR

MR

5

5Final fixture and location to be determined

TV/phone/data

TV/phone/data

Fixtures eliminated6

6KEEP THE FW LIGHTS

12" Oak

12" Spruce

10" Pine

20" Oak

VW

JRJR

FW

JR

JR

JR

MR MR

JR

JR MR

MR

YR

YR

OS

in toe board

MR

in cove

SC-84YR

QU

QU

QU

SC-157SC-84

RP

MR

AAC-121

MR

MR

QU

MR

MR

AAC-157

SC-157

in toe board

VW

WS

WS

WS WS

WS

HW

MR

JR

JR

JR

MR

YR

Down to 111/114

Down to 111

MR

To lights under deck

MR

WS

WS

LR MR MR JR

JR

RP

YR

QUJRJRJR

MR MR

hood light

TR TR

To switch @ terrace door

TR

To soffit lights on garageTo security lights on garage (type VW)

To path lights (type HW/KG)

JR

MR

To switch @ front door C111

201

202

203

204205

206

207

208

209

210

213

211

212

214

JR

Provide a!switched outlet !

for the ref.

MR

1'-6"

CL

MR

MR

FW

NR

fan

Revision #4 - Entire Sheet 11 April, 2005

404

/11/

05

TQU-TRA-1

Sd Sd

Sd

Sd

SdSd

Sd

TAAC-TRA-1

SdSd3

Sd

Sd

TSC-TRA-1

Sd

Sd

Sd

Sd

Sd

Sd

Sd

Sd

TWS-TRA-2

To C207 Sd3

TAAC-TRA-2

Sd

Sd

S3

Sj

SdS Sd

Sd

Sd3

Double

Soffit section

CL

Sd3 S3

Page 31: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

TR

SS

TR

TR

Up to 213

KGHW

101

T

Ground light

Revision #4 - Entire Sheet 11 April, 2005

404

/11/

05

S

TRBBS

BBS

BBS

N

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

udio

@va

ndam

desig

n.co

m

Van

Dam

Arc

hite

ctur

e an

d De

sign

Draw

n by:

ABDa

te:

3/23

/04

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"

PROGRESS SET NOT FOR CONSTRUCTION

Plan

@ C

onne

ctor

A1.4

SCALE: 3/4" = 1'-0"

Pergola PlanSCALE: 1/4" = 1'-0"

Lighting Plan @ ConnectorSCALE: 1/4" = 1'-0"

1

Ligh

ting

Plan

@ C

onne

ctor

E2.3

KG

VWVW

VW

6fixtures defined

KG

6(1) KG fixture eliminated

BBS

G02

G01

GDO

GDO

TR

TR

BBS

S

BBS

Guest Study

Desk

Closet

Double 2x4 stud wall, Stagger studs.

Cook hooks

7'-6

" cei

ling

ht.

SeatClosetCloset

Guest Bedroom

20" Oak

TileW

ood

Linen

LIGHTING & ELECTRICAL / TELEPHONE

3-way switch

Dimmer switch

Ceiling mounted light fixture

Duplex receptacle

Telephone / TV / Data

Switch

3

D

GFIDuplex receptacle-weatherproof

WP

C

Duplex receptacle-Ground Fault Interrupt

Clock receptacle

Junction boxJ

Receptacle in floorFTT

Receptacle 220 V220

Wall mounted light fixture

Jamb switchJJ

Exhaust fan

x

x

Floor lamp

Table lamp

xF

xT

Recessedx

Fluorescent

Sw

Smoke detector wall mounted

Sc

Smoke detector ceiling mounted

42" AFF

42" AFF

42" AFF

WP

HHG

HHG

Page 32: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

N

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

udio

@va

ndam

desig

n.co

m

Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desig

nVa

n Da

m

3/11

/05

AH-1

AH-2

4 ton DX unit4 ton DX unitElev. Shaft002

Machine Room003

Basement001

Sanitary sewer

Footing drain outlet.!Consult with Architect!for final location.

Footing drain outlet.!Consult with Architect!for final location.

Consult with Architect!for route of underground!utilites.

rado

n pi

ping

rado

n pi

ping

rado

n pi

ping

rado

n pi

ping

Radon riser

Waste pipeDehumidifier

Slope thickened slab in this area to trench drain

Exposed ledge this area

Exposed ledge this area

Exposed ledge this area

Exposed ledge this area

4" Fiber reinforced slab, Elev: 93'-0"

Slab Elev @ Elevator

pit: 92'-0"

4" equipment pad, exact location to be determined

Bond out for sanitary sewer. Top of pipe:92'-4"

Bond out for int. footing drain. Top of pipe:88'-4"

spare

elec

telctv

gas

Bond out for sanitary sewer. Top of pipe:92'-0"Bond out for int. footing drain. Top of pipe:88'-4"

Base

men

t M

echa

nica

l Pla

n

M1.0

Basement Floor PlanSCALE: 1/4" = 1'-0"

1

5/8" Type X GWB finish,

typ. throughout elevator shaft

4'-5 1/4"

4'-1

0 1/

4"

5 1/2" 5 1/2"

5 1/

2"5

1/2"

Page 33: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

05/0

5/04

N

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

udio

@va

ndam

desig

n.co

m

Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desig

nVa

n Da

m

Drawers

Kohler

Caribbean

bath

Runtal

Runtal

Runtal

D

W

Dresser

Desk

Boat frame section on wall

Guest Bedroom

Guest Study

Mudroom

Elevator

Master

Bedroom

Master

Bathroom

Linen

Guest Bathroom

DN

38" high

countertop

38" high

countertop

Runtal

Seat

Drawers

Drawers

Front EntryLive edged granite

Column

Sculptural object

Front Walk

Side Hall102

108

110

Closet109

Front Hall112

111Closet

113 Hall

114

Dressing

115

117

119

118Toilet

Linen

Drawers

See Landscape plan)

Cedar closet

Adjust. shelves Linen

Closet

Laundry

Guest Bath

Guest Bedroom

Ram

p en

ds101100

103

107106

105

Closet116

Closet104

Adjustable

shelves

Adj

ust.

shel

ves

UP

ColumnToilet

12" Spruce

10" Pine

12" Oak

12" Spruce

10" Pine

20" Oak

First Floor PlanSCALE: 1/4" = 1'-0"

1

Firs

t Fl

oor M

echa

nica

l

M1.1PROGRESS SET NOT FOR CONSTRUCTION

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5

ZONE 6

ZONE 7

ZONE 8

UNIT SIZE SUPPLY RETURN DUCT SIZE SUPPLIMENTAL SOURCECOOLING HEATING

1 ton

1 ton

1 ton

1 ton

2 ton

1 ton

1 ton

2 ton

8" Ø

8" Ø

8" Ø

8" Ø

10" Ø

10" Ø

8" Ø

8" Ø

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x41± wood grille

6x41± wood grille

Runtal towel warmer in bath on timerRuntal towel warmer in bath on timer

Runtal towel warmer in bath on timer

Unico, Runtal towel warmer in bath on timer

Toe kick

6x28± return

6x28± return

6x28

± re

turn

6x28

± re

turn

6x60

± re

turn

in w

all

10" Ø supply to 2nd floor

10" Ø supply to 2nd floor8" Ø supply to 2nd floor

8" Ø supply to 2nd floor

10" Ø return

ThermostatT

Ceiling diffuser

@ side of soffit.

@ side of soffit.

TTT

T

T

T

T

Page 34: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

N

SCHO

TTE

RESI

DENC

E

Cam

den,

Mai

ne

66 W

est

Stre

et!

Port

land

, Mai

ne 0

4102

!20

7-77

5-04

43!

FAX

775-

2892

!st

udio

@va

ndam

desig

n.co

m

Draw

n by

:Da

te:

Revi

sions

:Jo

b #:

203

14

Scale

: 1/

4" =

1'-0

"AB

A

rchi

tect

ure

and

Desig

nVa

n Da

m

Elevator

206Hall

DWWall oven

Ref. below

Kitchen

Living

Room

BooksTV

Books

Pull out bed

Study

42" high Desk

Ref.

48" h

igh

wal

l

48" h

igh

wal

l Grill

Dining

Screened Porch

Deck

Gla

ss u

pper

cab

inet

s

Adjust. shelves

Pantry

38" high countertops (typ. all countertops)

200

201

202

203

Bridge204

205

Bath208

209

Shelf

Living

Room TVDigital Receiver

Files

Files

207Clos.

208aClos.

components

DN

Second Floor PlanSCALE: 1/4" = 1'-0"

1

Seco

nd F

loor

Mec

hani

cal

M1.2PROGRESS SET NOT FOR CONSTRUCTION

05/0

5/04

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5

ZONE 6

ZONE 7

ZONE 8

UNIT SIZE SUPPLY RETURN DUCT SIZE SUPPLIMENTAL SOURCECOOLING HEATING

1 ton

1 ton

1 ton

1 ton

2 ton

1 ton

1 ton

2 ton

8" Ø

8" Ø

8" Ø

8" Ø

10" Ø

10" Ø

8" Ø

8" Ø

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x28± wood grille

6x41± wood grille

6x41± wood grille

Runtal towel warmer in bath on timerRuntal towel warmer in bath on timer

Runtal towel warmer in bath on timer

Unico, Runtal towel warmer in bath on timer

Toe kickThermostatT

Ceiling diffuser

T

T

T

Remote temp sensor

Page 35: Schotte Residence - 10 Beacon Ave. Camden, Maine | 10 Beacon …10beacon.com/uploads/media/default/0001/06/3c8a0ecb0a... · 2018-08-31 · Concrete Masonry Unit New Construction Existing

REMOVE LEDGE TO!ELEVATION 91'-0"

REMOVE LEDGE TO!ELEVATION 98'-0"REMOVE LEDGE TO!

ELEVATION 90'-0"

REMOVE LEDGE TO!ELEVATION 92'-4"

10" c

mu wall

pinn

ed to

ledg

e, so

lid fil

led co

resFooting on compacted!fill: Elev:92'-6"±

Footing on existing!fill.

4'-0"

10"

Top of shelf: 100'-4 1/8"

Top of wall: 96'-0"

Footing on compacted!fill: Elev:91'-6"±

1

REMOVE LEDGE TO!ELEVATION 91'-0"

(3)12"OAK

12" SPRUCE

8"MAPLE

10"OAK

8"MAPLE

20"OAK

97.02

97.20

96.53

96.81

97.11

97.66

97.43

97.79

97.63

98.12

97.74

97.66

98.99

99.12

98.66

97.77

97.61

97.52

97.46

97.14

97.31

97.50

97.65

97.66

97.53

97.84

94.62

94.78

94.84

94.63

94.80

94.02

93.38

92.91

92.68

92.74

92.57

92.01

91.61

91.31

90.49

90.65

90.89

91.93

93.25

94.79

98.13

98.94

99.96

100.25

100.07

100.12

100.06

99.61

99.91

99.75

98.88

99.29

98.94

95.74

93.09

93.01

90.05

90.44

89.72

89.83

90.16

90.61

91.01

92.72

94.26

93.53

92.80

92.29

92.74

91.82

90.40

92.96

91.66

91.55

88.03

87.92

87.87

87.80

87.72

88.20

88.52

89.05

89.38

90.02

90.4987

.95

87.84

87.82

87.89

87.84

87.79

87.72

87.65

87.78

87.74

87.81

87.82

87.92

87.99

88.07

87.97

87.80

88.09

88.54

91.63

93.93

94.26

97.27

97.45

97.64

97.68

97.38

96.64

96.49

95.91

94.80

94.60

96.43

96.66

96.65

96.70

96.71

96.63

96.62

96.55

96.36

91.19

TP50D

TP50D

90.03TP50D (OLD 3 RE-SHOT)

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDGLDG

LDG

GS

GS

GS

GS

GS

GS

GS

GS

GS GS GS GS

LDG

TOPROCKLOOSE

TOEROCKLOOSE

LDG LDG

LDG

LDG

LDG

LDG

LDG LDG LDG LDG

LDG LDG LDG LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

TOELDGGS

LDG

LDGTOP

LDG

LDG

LDG

LDG

LDG

LDG LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

BST

BST

BST

BST

LDGTOE

LDG

LDG

LDG

LDG

LDG

LDGBS

T

BST

BST

BSTBST

BST

BST

BST

BST

BST

BST

BST

BST

BST

LDG

BST

LDG

LDG

LDGTOE

LDG

LDG

LDGTOE

LDGTOP

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDGTOE

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

LDG

97 �

98 �99

96

97 �96 �

99

98�

98

97

96

94 � 93 �

97 �

97�

96

98

96

97

88

88�

87�

87�

88 �

87 �

89

91

88�89

88

88 �

89�

89�

88�

98

89�

88 �

88�

88�

89�

88�

91�

91

91

92

97�94

91�

92 �

93 �

89�

97 �

95 �

95

95�

95�

95�

95 �

90�

90 �

90

95�

90�

90�

90 �

95�

95

90�

95

100 �

4" PVC DRAIN OUTFALL ELEV.86.7

Limit of blast area

Spot Grade Key:!LDG = Ledge!GS = Ground shot (soil)!BST = Blast Material

TBM: P.K. nail set in a 20" oak 1' +- above ground. Elevation= 100.00' (datum assumed)

Limit of blast area

97.56 LDG

97.59 LDG

92�

Stone retaining wall

Stone steps

HSS 4x4x1/4

7S2.1

Strap footing @ shear wall, provide cont. reinf through column footing

To be determined

S2.1A

Top of wall: 101'-1 5/8"

Top of shelf: 97'-6"Top of wall: 100'-4 1/8"

Top of wall: 101'-1 5/8"

Top of wall: 94'-0"

Top of wall: 94'-0"Top of shelf: 92'-0"Top of wall: 100'-4 1/8"

Top of shelf: 92'-0"

Top of wall: 100'-4 1/8"Top of wall: 91'-6"Bottom of ftg: 87'-6"Top of wall: 92'-4"Top of wall: 100'-4 1/8"

Top of wall: 100'-4 1/8"

Top of shelf: 100'-4 1/8"

Bottom of ftg: 91'-6"

Top of stone shelf: 96'-0"

Bottom of ftg: 91'-6"

Bottom of strap ftg: 91'-6"

Bottom of ftg: 91'-6"

Footing on ledge:1'-0" thick with #5 bars @ 12" e.w.

Footing on ledge

Footing on ledge

Footing on ledge

Top of wall: 100'-4 1/8"

Top of shelf: 100'-4 1/8"Top of wall: 101'-1 5/8"

Top of stone shelf: 100'-0" Bot of ftg: 87'-6"

Bottom of ftg: 92'-6" or excavate to ledge

Top of stone shelf: 97'-0"

Top of wall: 100'-4 1/8"

Top of wall: 100'-4 1/8"

Bottom of ftg: 92'-6" or excavate to ledge

Top of stone shelf: 97'-0"Top of wall: 100'-4 1/8"

Top of wall: 101'-1 5/8"

Top of stone shelf: 98'-0"

Top of shelf: 100'-4 1/8"

Top of stone shelf: 98'-0"

Top of stone shelf: 100'-0"

Beam pocket: 100'-4 1/8"

Top of shelf: 100'-4 1/8"

Typical: 4"x 8" Beam pocket: 100'-4 1/8"

Top of stone shelf: 99'-6"Top of stone shelf: 99'-6"

Top of stone shelf: 97'-6"

Top of shelf: 100'-4 1/8"

Top of wall: 100'-4 1/8"

Cast in place catch basin

Footing on ledge

Footing on ledge

Field coordinate with Architect location of utilities route

Bottom of ftg: 90'-6"

Bottom of ftg: 90'-6"

REMOVE LOOSE LEDGE IN THIS AREA BEFORE FORMING FOUNDATION

F2

F2

F2

F3

F2

F2 F2

F2

F2

F5

FOOTING SCHEDULEType Size ReinforcementF2 2'-0" x 2'-0" x 12" (3) # 5 bar each wayF3 3'-0" x 3'-0" x 12" (4) # 5 bar each wayF5 5'-0" x 5'-0" x 2'-6" #5 bars @ 12"o.c. e.w. top and bottom

Bottom of ftg: 90'-0"

Top of stone wall: 100'-6"

Top of stone shelf: 93'-6"Top of stone shelf: 100'-0"

Top of stone shelf: 97'-6"

Top of wall and shelves!slope to elevations noted

Top of stone wall: 97'-6"

Top of stone shelf: 97'-6"

Top of stone shelf: 96'-0"

101.0'

94.0'

Top of wall: 94'-6"

Top of stone shelf: 92'-0"

Top of stone shelf: 93'-0"

Top of stone shelf: 93'-0"

Top of stone shelf: 96'-0"

Strap footing @ !shear wall: 1'-0"x1'-0"!with (2)#5 bars cont.!

Drill and epoxy!#5 x 1'-0" w/ 6"!

embed @ 4'-0"o.c.

5/8" Anchor bolts @ 24" o.c.

5/8" anchor bolts @ 24" o.c.

3 1/2" dia.!lally col.

3 1/2" dia.!lally col.

15'-0" +- w/5/8" anchor bolts @ 48" o.c.

Wood shear wall: See shear wall detail

5/8" anchor bolts @ 24" o.c.

5/8" anchor bolts @ 12" o.c.

HSS 4x4x1/4

To be determined

1S2.1

sim

To be determined

To be determined

To be determined

To be determined

Embed Plate: 1/2"x6"x1'-0" w/(6) Nelson H4L 1/2 x 6 1/8 headed studs. Top of plate elev: 91'-8" (typical for 4 places)

9" ty

p

5S2.11'-0" 1'-0"Concrete grade beam

@ elevator

Concrete grade beam @ elevator

HSS 4x4x3/8!typical for (4)!@ elevator

4S2.1

4S2.1

Note: Drill and epoxy strap footing reinf into ledge

(8" embed)

Exposed ledge this area

Exposed ledge this areaHSS 4x4x1/4

BS2.15/8" anchor bolts @ 24" o.c.

2 sim

S2.1

6S2.1

Woo

d sh

ear w

all:

12'-6

"+- w

/5/8

" anc

hor b

olts

@ 2

4"o.

c.

DS2.1

Thickened slab @ CMU

5"

HSS 4x4x1/4

3S2.1

CS2.11'-0 3/4"

Dowel strap footing reinf. into wall. See typical

intersection detail

Top of wall: 91'-6"Top of wall: 92'-4"

2S2.1

1S2.1

5/8" anchor bolts @ 24" o.c.

Dowel grade beam reinf into wall (see typical wall intersection detail). Drill and epoxy (2) additional #5 x 16" (8" embed)

into wall @ mid depth of grade beam (typical four locations)

Wood framed basement stair

Slope thickened slab in this area to trench drain

from 93'-0" to 92'-10"

For Additional Ledge Removal Only 08 June, 2004

05/0

5/04

FOU

ND

ATI

ON

PLA

N

20'-0"

9'-6"

1'-6"

4'-8"

21'-6"

9'-2"

3'-4"

3'-2"

3'-2"

20'-0"

14'-1"

90°

164°0'5"

7'-5 3/4" 17'-8" 23'-0"

7'-6

"

7'-6

"

9'-3

"5'

-10"

4'-1

1"

2'-8"

8"6"

4"4'

-11"

3'-8

"1'

-9"

4'-0"10'-1"9'-3"14'-0"11'-0"

10" 8"

10"

3'-0

"

10"

10"

4"6"

8"

9'-6"

2'-8

"

9'-2"

9'-2"

8'-2 1/4"

8'-6 1/2"

8'-6 3/8"

7'-1"

17'-9 1/2"

10"

8" 10"

6'-1 3/4"

8"10" 8"

6"4"

6'-8

7/8

"4'

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

8" 10"

10"4

"

10" 8"

8"6"

4" 2'-1

0 1/

2"

10"

5'-7"

7'-10 5/8"

8'-1 7/8"

3'-2"

4'-7 5/8"

6'-2" 6'-2"

2'-3

3/4

"

8'-6 1/2"6'-10 3/8"6'-10 3/8"9'-11 5/8"10'-1 5/8"

4'-10 3/4"

9'-2

"9'

-2"

10'-2

"8'

-2"

8" 8" 8"

8"8"

8"

10'-8

"

4'-6"

9'-3 1/2"

Drill and epoxy (4) #5 bars x 1'-0" (1

@ each corner) with 6" embed @ footings

on ledge, typical for 4

3 1/2" dia.!lally col.Drill and epoxy (4)

#5 bars x 1'-0" (1 @ each corner) with

6" embed @ footings on ledge, typical for 4

NOTE: See A1.0 for typical slab edge/ drainage detail @ slab to ledge.

NOTE: See A1.0 for typical slab edge/ drainage detail @ slab to ledge.

NOTE: See A1.0 for typical slab edge/ drainage detail @ slab to ledge.

F23 1/2" dia.!lally col.

AS2.1

S2.15A

S2.1A

S2.1A

9"

S2.1D

3 3/

8"3

3/8"

4"

NOTE: This F2 ftg to be 1'-2" thick

1'-2"

Top of wall: 92'-6"

Continue slab into chimney base

S2.13A

cast in place trench drain top @ 92'-10"

1'-0"

7'-0

3/4

"

Strap footing 1'-0"x1'-0" with (2) #5 bars top and

bottom. Dowel into wall & footing. See typical detail.

8S2.1

NOTES:

2. See A1.0 for slab information.3. Indicates drilled and epoxied shear wall hold down. See shear wal detail.

1. See S1.0 for general notes

4. See A1.0 for Contraction Joint locations

Top of stone shelf: 100'-0"

3 1/2" dia. lally col.

3 1/2" dia. lally col.

3 1/2" dia. lally col.

3 1/2" dia. lally col.

3 1/2" dia. lally col.

3 1/2" dia. lally col.

For Foundation Construction Only 05 May, 2004

5"

5"

5" 6'-2 5/8" 10'-7 3/8" 5"

5"

HSS 4x4x1/4 HSS 4x4x1/4 HSS 4x4x1/4

HSS 5x5x1/4

4'-10 1/2"

1 3/4"

HSS 9x3x5/16

3"

1 3/4"

8'-9 1/4"

1 3/4"

HSS 3x3x1/4

HSS 3x3x1/4

1 3/4"

1 3/

4"

1 3/4"

HSS 5x5x1/4 HSS 3x3x1/4HSS 3x3x1/4

3"

6"

6"

1

1

1

1

Revision 1 For Foundation Construction Only

17 June, 2004

6/17

/04

1

5'-11 3/8"

3'-9 1/2"

5'-11 1/2"

4" Fiber reinforced slab, Elev: 93'-0"

Slab Elev @ Elevator

pit: 92'-0"

4" equipment pad, exact location to be determined

Bond out for sanitary sewer. Top of pipe:92'-4"

Bond out for int. footing drain. Top of pipe:88'-4"

spare

elec

telctv

gas

Bond out for sanitary sewer. Top of pipe:92'-0"Bond out for int. footing drain. Top of pipe:88'-4"

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Scale

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4" =

1'-0

"AB

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S1.1N

96.3'

95.1'

97.2'

93.0'

96.0'

92.5'

93.0'

94.0'

95.0'

94.7'

96.0'

97.0'

98.0'

99.0'

99.5'100.0'

100.5'

100.0'

100.9'

100.7'

101.0'

101.0'

100.6'

100.6'

98.0'

99.0'100.0'

97.5'

97.5'

96.8'

95.8'

93.3'

93.0'

91.5'

Radius:79.21' (79'-2 1/2")

10'-8

"

4'-6 3/4"

18'-3 3/8"Radius:88.66'

3'-8 3/8"+-

Radius:14.13'

5'-7

1/2

" +-

Radi

us: 1

6.45

'

9'-4 1/8"