NORTH 1/4 CORNERSECTION 35, T8N, R9E,BRASS CAP MONUMENT FOUNDWISCONSIN STATE PLANECOORDINATES, SOUTH ZONEN 413,825.09 E 2164671.98

EL. 871.7

SAN. SEWERLIFT STATION

MEANDER

COR. NO. 1

MEANDER

COR. NO. 2

10'

5'5'

C\L 10' SANITARY

SEWER EASEMENT

DOC. NO. 930484

FLOOD PLAIN

EL. 853.0

LANDS

5'

5'

10'

5'

LANDS

FO

RM

ER

LO

T L

INE

FO

RM

ER

LO

T L

INE

LOT 1

30' STREET

SETBACK LINE

AREA OF DRIVE WITHIN

30' STREET SETBACK

= 794 SQ. FT.

NOTE:

10.0'

86.9

' T

O N

HW

36.5

'

13.8'

15.50'1ST. FLR. DECK

1ST. FLR. DECK

86.5

' D

EC

K T

O N

HW

86.5

' T

O N

HW

STOOP

162.8

8'

FOOTPRINT AREA = 3,704 SQ.FT.

LOT 1

19.860 SQ. FT. +\-

TO WATER'S EDGE

7.3'

89.5

' D

EC

K T

O N

HW

211

214

215

341

AUGUST 30, 2013

8.00'

LEGAL DESCRIPTION:LOT 1, CERTIFIED SURVEY MAP MAP NO. 13183, IN THE CITY OFMADISON, DANE COUNTY, WISCONSIN.

REVISED MAY 27, 2013 PER DOUG REDMANN REQUEST OF MAY 24, 2013.REVISED MAY 28, 2013 TO ADD BEDROOM BUMP OUT PER REDMANN REQUEST OF MAY 27, 2013.

REVISED JUNE 6, 2013 TO REFLECT REVISED FOUNDATION PLAN RECEIVED ON JUNE 5, 2013FROM JOHN THOMPSON, THOMPSON CUSTOM BUILDERS.

REVISED JUNE 21, 2013 TO REFLECT DOUG REMANN'S REQUEST OF JUNE 18, 2013DURIING MEETING WITH DOUG & JOHN THOMPSON, THOMPSON CUSTOM BUILDERS.

REVISED JULY 8, 2013 PURSUANT TO DOUG'S REQUEST OF JULY 5, 2013.

REVISED SEPTEMBER 4, 2013 TO ADD NOTES 2 ) AND 3).REVISED AUGUST 30, 2013 TO ADD LAFEFRONT SETBACK AS REQUESTED.REVISED AUGUST 29, 2013 WITH DOUG TO REFLECT REVISED HOUSE PLANSREVISED JULY 29, 2013 TO SHOW PROPOSED DECK WITH SETBACK TO NHW, ETC.REVISED JULY 15, 2013 TO REFLECT CHANGES AT NE CORNER OF FOUNDATION INCLUDINGGARAGE BUMPOUT, ETC. PER DOUG REDMANN'S REQUEST OF JULY 13, 2013.

NOTES:1 ) LOT 1, CERTIFIED SURVEY MAP NO. 13183 IS RESPONSIBLE FOR COMPLIANCE WITH CHAPTER 37 OF THE MADISON GENERAL ORDINANCES IN REGARD TO STORM WATER DETENTION AT THE TIME OF DEVELOPMENT.

2 ) NO TREES OR VEGATION WILL BE DISTRUBED WITH 35 FEET OF THE NORMAL HIGH WATER LINE.

3 ) NO EXISTING TREES WILL BE DISTURBED DURING HOUSE CONSTRUCTION.

10.24'10.24'

7.3'

10.24'10.24' 22

3

86.7

' T

O N

HW

BASM'T.

ENTRY

26.0

0'

4.0'

34.5

0'

6.25'

21.0

0'

11.0'4.0

'

22.00'

18.5

0'

17.00'2.5

'

16.00'

18.5

0'

5.0'

3.54

'

7.0

'

3.54'

1.0'

24.5

0'

15.50'

8.5

0'

24.25' 10.0

0'

3.0'3.54'

9.0' 3.54

' 3.0'

X X

EL. 868.7

IRON STAKE FOUND, SIZE AS NOTED

IRON PIPE FOUND, SIZE AS NOTED

FENCE

PROP. COR EL. @ GRND. LEVEL CITY OF MADISON DATUM

DRAINAGE ARROW ( SEE NOTES PAGE 3 OF 3 )

NORMAL HIGH WATER

( ) REC'D. AS

SANITARY SEWER MANHOLE

LEGEND:

NHW

CL

DRAWING NUMBER

525 WEST PRAIRIE STREET, COLUMBUS, WISCONSIN 53925 - (608) 244-2010 - FAX: (920) 628-9810

SCALE

DATE

DRAWN BY

REVISED

3G-200P

1" = 20'

MAY 21, 2013

SITE PLAN

APPROVED BY:

M. S. GERHARDT

A.G.K.

BADGER SURVEYING AND MAPPING SERVICE, LLC

SURVEYOR'S CERTIFICATE:

I, Alden G. Kaukl, Wisconsin Land Surveyor, S-1384, do herebycertify that I have surveyed the property shown on this plat in accordancewith the descriptions and instructions furnished by the persons whocaused this survey to be made and that this plat is a correct and accuraterepresentation of said survey.

Date: May 21, 2013 ________________________________Revised: August 30, 2013 Alden G. Kaukl, Wisconsin Land Surveyor, S-1384FLOOD PLAIN

EL. 853.0

BO

AT

HO

US

E

3/4"

I.S

3/4" I.S.

3/4" I.S.

3/4" I.S.

1" I.P.NO

TE

:H

AR

PE

R R

OA

D R

\W W

IDT

H

49.5

' P

ER

DO

C. N

O. 6223

79

C L

49 .5'

24.75' 24.75'

30'

30'

30'

30'

CL 6 0

'

6 0

'

X

X

X

X

X

X

10

'

1" I.S

.

HA

RP

ER

R

OA

D

N 1

0°0

2'4

4''W

64' +

/-

1 1/

2" I.

P.

1" I.P.

1-1/4" I.P.

5'10'

C\L

10' S

AN

ITA

RY

SE

WE

R E

AS

EM

EN

T

DO

C. N

O. 931738

LOT 1

5'10'

EL

. 8

65

.4

EL. 868.7

EL

. 8

65

.7

EL. 8

64.3

EL. 866.5

32.9

'

PROPOSED

HOUSE

XX

X

NHW EL. 850.7

NHW EL. 850.7

X

X

X

22.8

0'

58.4

0'

N 83°11'41''E

73.14'

61.6

8'

76.2

2'

X

X

WOODWARD

DRIVE

GR

ID N

OR

TH

WIS

CO

NS

IN S

TA

TE

PL

AN

E C

OO

RD

INA

TE

SY

ST

EM

, S

OU

TH

ZO

NE

NA

D 8

3 (

19

97

) A

SP

UB

LIS

HE

D B

Y T

HE

CIT

Y O

F M

AD

ISO

N

SCALE: 1" = 20'

86.6

6'

38'+

/-

S 0

°39

'56

''E1

69

0.3

3'

38' +

/-

S 76°56'39''W

111.82'

N 1

6°5

8'0

2''E

162.8

8'

25.7

0'

44.05'

67.77'

81.2

0'

S 0

4°5

9'2

2''E

88

.52'

N 76°54'25''E

59.82'

LAKE MENDOTA

DOUGLAS REDMANN3939 MONONA DRIVEMADISON, WI 53716

PREPARED FOR:

XX

XX

XX

S

S

S 0

°03'3

3''W

11

9' +

/-

S

S

LOT 2

88.5

2'

162.8

8'

6

8.9'

PROPOSED DRIVE

10.1'

10'

5'

15' SANITARY

SEWER EASEMENT

( DEDICATED TO THE PUBLIC )

DRWN BY:

DATE:

REVISION:

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608.220.1225 cmvdesigns@charter.net

Although every effort has been taken to ensure the accuracy

of this plan. CMV Designs LLC assumes no responsibility.

CMV Designs LLC provides a drafting service only.

Final verification of dimensions and structure to be done by contractor.

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FRONT/LEFT

FRONT/RIGHT

REAR/LEFT

REAR/RIGHT

8" FASCIA

5/12

4" TRIM

5/12

5/12

10" TRIM

STONE

STONESILL

10" TRIM

DRWN BY:

DATE:

REVISION:

CM

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raft

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and

Des

ign

Ser

vice

608.220.1225 cmvdesigns@charter.net

Although every effort has been taken to ensure the accuracy

of this plan. CMV Designs LLC assumes no responsibility.

CMV Designs LLC provides a drafting service only.

Final verification of dimensions and structure to be done by contractor.

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1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

REAR ELEVATION

DN

DRWN BY:

DATE:

REVISION:

CM

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S

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and

Des

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Ser

vice

608.220.1225 cmvdesigns@charter.net

Although every effort has been taken to ensure the accuracy

of this plan. CMV Designs LLC assumes no responsibility.

CMV Designs LLC provides a drafting service only.

Final verification of dimensions and structure to be done by contractor.

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1/4" = 1'-0"

LEFT ELEVATION

1/4" = 1'-0"

RIGHT ELEVATION

1/8" = 1'-0"

ROOF PLAN

WDryer

DN

UP

DN

DN

GARAGE

KITCHEN

DINING

GREAT ROOM

PWDR

SUNROOM

OWNERS SUITE

OWNERS BATH

WIC

FOYER

10' -

0"

2' -

6"

15' -

9 1/

2"

19' - 1"

8"

8' -

5 1/

2"

33

' - 0

"

4' -

9"

11' - 1"

11' - 3

"5

1/2

"

23

' - 7

"

21' - 9 1/2"

15' - 8 1/2"

11' - 8

"

10' - 3 1/2"7' - 6"

5' -

6"

15' - 0 1/2"

10' -

9 1/

2"

2' -

5 1/

2"

LAUNDRY

MUD

OFFICE

STOOP

DECK

11' - 4"

2' - 2" 1' - 10"

15' - 0 1/2"

6' -

8"

4' -

9 1/

2"

5' -

4"

3' - 8" 2' - 6"

WALK IN PANTRY

DW

ref

range

sink

BREAKFAST BAR

6' - 0"

3' - 0"

2' - 8"

2' - 10"

2' - 6"

2' - 8"

2' - 8"

2' - 8"

3' - 0"

3' - 0"

2' - 8"

TILESHOWER

5' -

6"

WH

IRLP

OO

L

3' - 0"

3' - 0"

3' - 0"

BU

ILT

INS

LINE OF SECOND FLOOR

LIN

E O

F SEC

ON

D F

LOO

R

2' - 8"

LINE OF SECOND FLOOR

7' - 11"

25' - 7"

3' - 4"

3' - 0"

5' -

0"

6' - 0"

1' - 0

"

4' - 0"

2' -

6"

26

' - 0

"8

' - 6

"2

6' -

0"

21'

- 0

"

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

7' - 4 1/2"

5' -

9"

3' -

8"

9' -

8 1/

2"

7 1/2" RISERS

17' - 0"

A A

S

3' - 0"

P

K

A

A

K

N

F

8"

4' - 0" 22' - 1"

5' -

0"

LINEN

2' - 0"

8' -

6"

I

I

D

4' - 0" 3' - 0" 2' - 6" 9' - 0" 2' - 6" 3' - 0" 24' - 3" 15' - 6" 1' - 0" 2' - 6"

84

' - 0

"

67' - 3"

33' - 0" 33' - 0" 5' - 0" 2' - 6"

73' - 6"

24

' - 6

"2

' - 6

"7

' - 0

"2

' - 6

"18

' - 6

"2

' - 6

"18

' - 6

"

76

' - 0

"

14' -

6"

18' -

6"

6' - 2 1/2" 7' - 1 3/4" 7' - 1 3/4" 3' - 9" 15' - 6"4' - 6" 4' - 6"

12' -

0"

14' -

0"

4' -

3"

4' -

3"

23

' - 6

1/2

"2

' - 5

1/2

"

3' -

6"

12' - 9 1/2"

3' -

4"

3' - 8" 2' - 6"

6' -

1"

2' - 1"

5' -

2 1/

2"

11' - 5

1/4

"7

' - 10

1/4

"3

' - 6

"3

' - 6

"

9' -

10 1/

2"

8' -

7 1/

2"

1' - 0" 9' - 0" 1' - 0" 2' - 0" 18' - 0" 2' - 0" 10' - 2" 14' - 10" 8' - 0"

2' - 4"

5' -

9 1/

2"

4' -

0 1/

2"

4' -

5 1/

2"

2' - 7"

2' - 0"

14"

IJO

IST

@16"

O.C

.

BEARING WALLBEARING WALL

BEARING WALL

BEARING WALL

2x6 WALL

BEARING WALL

BEARING WALL

BEARING WALL

18'x8' OVERHEAD DOOR(2) 11 7/8" LVL HDR

(2) 9 1/2" LV L HDR

(2) 9 1/2" LV L HDR

RAILING

EQ EQ

(2) 9 1/2" LV L HDR

(2)

9 1

/2"

LV L

HD

R

3' - 10"

8' -

3"

5' -

8"

2' -

6"

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

DECK

CAPET

CAPET

CAPET

TILE TILE

TILE

TILE

TILE

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

CAPET

WOOD

WOOD

3' -

6"

BOOKCASE

7' - 6"

FRENCH

6' -

3"

(2)

9 1

/2"

LV L

HD

R

6' - 9 1/2" 8' - 3"

BEARING WALL

14' - 10"

55

' - 0

"

11' - 0" 22' - 0" 33' - 0"

81'

- 6

"

6' -

0"

20' - 8"

3' -

6"

11' - 0

"

5' -

0"

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

1' - 0" 2' - 6"

5' - 0" 2' - 6"

4' -

0"

8' - 2 1/2"

1' - 3

"

2' - 1"

5' -

0"

7' -

7 1/

2"

6' - 3"

9'x8' OVERHEAD DOOR(2) 11 7/8" LVL HDR

7' -

7"

3' - 0"

3' -

0"

4' -

0"

3' - 0"

FLOOR DRAIN

FLOOR DRAIN

34

' - 6

"

2' - 10"

LINE OF SECOND FLOOR

LINE OF SECOND FLOOR

14"

IJO

IST

@16"

O.C

.14"

IJO

IST

@16"

O.C

.

4' - 0" 7' - 6 1/2" 3' - 11 1/2"

2' -

0"

SLIDING STACKED DOOR

DRWN BY:

DATE:

REVISION:

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608.220.1225 cmvdesigns@charter.net

Although every effort has been taken to ensure the accuracy

of this plan. CMV Designs LLC assumes no responsibility.

CMV Designs LLC provides a drafting service only.

Final verification of dimensions and structure to be done by contractor.

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Area Schedule

Name Area

FIRST FLOOR PLAN 2925 SF

SECOND FLOOR 1271 SF

4197 SF

1/4" = 1'-0"

FIRST FLOOR PLAN

Window Schedule

TypeMark Count Manufacturer Description Model

A 4 Andersen Casement CW15

B 2 Andersen Casement CW245

C 4 Andersen Casement CXW235

D 1 Andersen Casement CW23

E 5 Andersen Casement CW125

F 3 Andersen Casement CW135

G 1 Andersen Casement CW335

H 3 Andersen Casement CW235

I 2 Andersen Casement CW13

J 1 Andersen Fixed CW125

K 2 Andersen Casement CW35

L 1 Andersen Fixed CW325

M 4 Andersen Casement CXW14

N 1 Andersen Fixed CW225

O 3 Andersen Fixed CXW25

P 1 Andersen Casement CW36

R 1 Andersen Casement CW225

S 4 Andersen Casement CXW25

DN

BEDROOM #2BEDROOM #3

LOFT

BATH

19' - 3"

14' - 9"

3' -

9"

14' -

6"

13' -

7 1/

2"

12' - 1" BATH

OPEN TOFOYER

OPEN TO GREAT ROOM

3' - 0"

2' - 8"

6' - 0"

RAILING

RAILING

POTENTIAL DOOROPENING FOR

ACCESS TO BATHFROM LOFT

4' - 0" 19' - 6 1/2" 25' - 2" 15' - 0 1/2"

17' -

2"

2' -

2"

9' -

10"

9' -

9"

6' -

3"

17' -

2"

2' -

6"

7' -

0"

2' -

6"

11' - 3

"4

' - 9

"

7' - 7 3/4" 7' - 7 3/4" 15' - 4 1/2" 8' - 0"

7' -

5 1/

2"

4' - 1 1/2"

4' - 6"

3' - 8" 2' - 6"

3' -

4"

6' -

8"

3' - 8" 2' - 6" 8' - 2 1/2"

RAILING

M

B

M

B

O O O

L

J

4' -

9"

6' -

0"

2' - 1"

45

' - 2

"

23' - 6 1/2" 2' - 6 1/2" 15' - 3 1/2" 23' - 4 1/2" 2' - 6"

5' -

7 1/

2"

5' -

7 1/

2"

2' -

6"

3' -

6"

3' -

6"

2' -

6"

14' -

8 1/

2"

2' -

5 1/

2"

45

' - 2

"

2' - 2" 1' - 10" 2' - 11 1/2" 14' - 1" 2' - 6" 6' - 8" 7' - 1 3/4" 7' - 1 3/4" 4' - 2 1/2" 2' - 6" 9' - 7" 2' - 11 1/2"

63' - 9"

M

RAILING

13' -

1"

M

WIC

3' -

4"

2' - 8"

2' - 0"

5' - 0"

3' -

4"

4' -

2 1/

2"

5' - 0"

5' -

2"

3' -

3"

2' - 8"

4' - 2"8' - 6 1/2"

LINEN

3X5SHOWER

E

E

E

67' - 3"

3' - 8 1/2"

5' -

3 1/

2"

14' - 5 1/2"

LINEN

CARPET

CARPET

CARPET

CARPET

CARPET

TILE

TILE

E

R

E

4' -

10 1/

2"

4' -

10 1/

2"

DISPLAYLEDGE

3' - 0"

2' - 0" 20' - 3" 2' - 0"

DISPLAY LEDGE

3' -

8"

2' -

1"

DRWN BY:

DATE:

REVISION:

CM

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and

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Ser

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608.220.1225 cmvdesigns@charter.net

Although every effort has been taken to ensure the accuracy

of this plan. CMV Designs LLC assumes no responsibility.

CMV Designs LLC provides a drafting service only.

Final verification of dimensions and structure to be done by contractor.

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E

1/4" = 1'-0"

SECOND FLOOR PLAN

Area Schedule

Name Area

FIRST FLOOR PLAN 2925 SF

SECOND FLOOR 1271 SF

4197 SF

Window Schedule

TypeMark Count Manufacturer Description Model

A 4 Andersen Casement CW15

B 2 Andersen Casement CW245

C 4 Andersen Casement CXW235

D 1 Andersen Casement CW23

E 5 Andersen Casement CW125

F 3 Andersen Casement CW135

G 1 Andersen Casement CW335

H 3 Andersen Casement CW235

I 2 Andersen Casement CW13

J 1 Andersen Fixed CW125

K 2 Andersen Casement CW35

L 1 Andersen Fixed CW325

M 4 Andersen Casement CXW14

N 1 Andersen Fixed CW225

O 3 Andersen Fixed CXW25

P 1 Andersen Casement CW36

R 1 Andersen Casement CW225

S 4 Andersen Casement CXW25

UP

UP

UP

DN

GARAGE

SUMP

UNEXCAVATED

4" CONCRETE FLOOR W/WIRE MESHOVER COMPACT GRANULAR FILL

3 1/2" CONCRETE FLOOR W/VAPOR BARRIEROVER COMPACT GRANULAR FILL

BASEMENT

14"

IJO

IST

@16"

O.C

.

BEARING WALL

F F

C C

G

3' - 0"

21'

- 0

"16

' - 0

"18

' - 6

"2

6' -

0"

2' -

6"

6' - 3" 4' - 0" 3' - 0" 2' - 6" 9' - 0" 2' - 6" 3' - 0" 24' - 3" 15' - 6" 1' - 0" 2' - 6"

33' - 0" 17' - 0" 16' - 0" 5' - 0" 2' - 6"

13' -

0"

5' -

6"

14' -

6"

4' - 0" 22' - 1"

73' - 6"

73' - 6"

10' -

0"

2' -

6"

4' - 6" 4' - 6"

C

6' - 2 1/2" 7' - 1 3/4" 7' - 1 3/4" 3' - 9" 7' - 9" 7' - 9"

13' -

0"

5' -

6"

2' -

6"

18' -

6"

2' -

6"

7' -

0"

2' -

6"

24

' - 6

"

76

' - 0

"

C

LOWER CUTOUT PER GRADE

FURNACE

WATERSOFTNER

WH

24"x24"x12"" FOOTINGWITH 3" DIA. STEEL COLUMN

STEEL BEAM

(2) 11 7/8" LVL BM

BEARING WALL

10" 9' - 4" 10" 1' - 10" 18' - 4" 1' - 10"

(2) 9 1/2"" LVL HDR

10' -

3 3

/4"

17' -

8 1/

2"

18' -

11 3

/4"

19' - 8 1/4"

4' - 2 3/4" 22' - 6" 21' - 9"

15' - 3 1/4"

18' -

8 3

/4"

22

' - 9

3/4

"13

' - 5

1/2

"

6' - 1 1/2" 8' - 3" 18' - 7 3/4"

24

' - 2

1/4

"

6' - 7 1/2"

5' -

4 3

/4"

3' -

9 1/

2"

6' -

4 1/

2"

3' -

7 1/

2"

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

4' -

8 1/

4"

14"

IJO

IST

@16"

O.C

.

14"

IJO

IST

@16"

O.C

.

7 1/2" RISERS

14"

IJO

IST

@16"

O.C

.

2x

10

PT

JOIS

T@

16"

O.C

.

(2) 2x10 PT BM

2x6 BEARING WALLSTEEL BEAM

2x6 BEARING WALL

8' - 2"

2x6 BEARING WALL

WORKSHOP

FAMILY ROOM

BEDROOM

STORAGE

MECHANICAL

12' - 3"

9' -

1"

15' -

3"

18' - 0"

2x

10

PT

JOIS

T@

16"

O.C

.

(2) 2x10 PT BM

3' - 0" 3' - 0"

2' - 8"

2' - 8"

2' - 8"

BATH

3' - 0"

9' -

6"

5' -

3"

10' -

0"

2' -

6"

10' -

6 1/

2"

3' - 0"

33

' - 0

"

FUTURE WET BAR AREAPLUMB FOR FUTURE SINK

10' -

0"

6' -

10"

H

H

H

5' -

2 1/

2"

15' -

11 1/

2"

3' -

4"

9' -

10 1/

2"

3' -

6"

3' -

6"

3' - 4"

5' - 4"

4' - 0"

8' -

6"

5' - 0"

WIC

2' - 8"

3' - 0"

6' - 3"

3' -

4"

10' -

4"

2' - 8"

LIN

6' - 11 1/2"

6' -

5"6' - 0"

2' -

5"

5' -

0"

1' - 0" 2' - 6"

5' - 0" 2' - 6"

33' - 0" 33' - 0"

LOWER CUTOUT PER GRADE

2x

6 B

EA

RIN

G W

ALL

2x

6 B

EA

RIN

G W

ALL

11' - 0" 22' - 0"

4' -

0"

1' -

4"

3' -

4"

84

' - 0

"

2x6 BEARING WALL

6 1/

2"

5' -

1" 3' -

7"

19' -

2 3

/4"

8'-9"

3"

8"

9' 1 1/8" CLNG HT.

5/8" GYPSUM

11 7/8" TJI @ 16" O.C.

3/4" T&G GOLD EDGE OSB

6 MIL VISQUEEN V.B.

WITH WASH STONE

PROPER VENTS EACH SPACE

WOOD TRUSSES W/ 18" HEEL

1/2" OSB

CONTINUOUS RIDGE VENT

5/8" GYPSUM

12

5

2x8 FASCIA

3/4" T&G GOLD EDGE OSB

11 7/8" TJI @ 16" O.C.

1/2

" G

YP

SU

M

8' 1 1/8" CLNG HT.

COMPACT GRANULAR FILL

3" THICK CONCRETE SLAB

4" DRAIN TILE COVER

16" WIDE X 8" DEEP CONTINUOUS CONC. FOOTING

R-50 INSULATION W/ VAPOR BARRIER

DIMENSIONAL SHINGLES OVER 15# FELT

1" FOAM

2' - 0"

ALUMINUM FASCIA AND SOFFIT

ALUMINUM GUTTERS AND DOWNSPOUTS

VAPOR BARRIER

2 X 6 STUDS @ 16" O.C.

TYVEK HOUSE WRAP

VINYL SIDING

1.5" R-9 SPRAY IN FOAM4" R-13 BATT INSULATION

7/16" OSB

2 X 6 TREATED SILL PLATE

R-11 BATT INSULATION

2x4 WALL

DRWN BY:

DATE:

REVISION:

CM

V D

ES

IGN

S

LL

CR

esid

entia

l D

raft

ing

and

Des

ign

Ser

vice

608.220.1225 cmvdesigns@charter.net

Although every effort has been taken to ensure the accuracy

of this plan. CMV Designs LLC assumes no responsibility.

CMV Designs LLC provides a drafting service only.

Final verification of dimensions and structure to be done by contractor.

Cop

yrig

ht 2

012

C

MV

Des

igns

, LL

C

cmv

2/15/13

3/16/13

3/18/13

4/26/13

5/6/13

WWW . CMVDESIGNSLLC . COM

Aut

odes

k R

evit

Con

sult

ing

/ T

rain

ing

5/14/13

5/23/13

6/1/13

7/3/13

7/11/13

7/12/13

8/27/13

8/29/13

6

1/23/12

TH

OM

PS

ON

CU

ST

OM

BU

ILD

ER

S

RE

DM

AN

N R

ES

IDE

NC

E

1/4" = 1'-0"

FOUNDATION PLAN

1/2" = 1'-0"

WALL SECTION

Window Schedule

TypeMark Count Manufacturer Description Model

A 4 Andersen Casement CW15

B 2 Andersen Casement CW245

C 4 Andersen Casement CXW235

D 1 Andersen Casement CW23

E 5 Andersen Casement CW125

F 3 Andersen Casement CW135

G 1 Andersen Casement CW335

H 3 Andersen Casement CW235

I 2 Andersen Casement CW13

J 1 Andersen Fixed CW125

K 2 Andersen Casement CW35

L 1 Andersen Fixed CW325

M 4 Andersen Casement CXW14

N 1 Andersen Fixed CW225

O 3 Andersen Fixed CXW25

P 1 Andersen Casement CW36

R 1 Andersen Casement CW225

S 4 Andersen Casement CXW25