Nik Prucnal - Sample Portfolio

Page 1






DETROIT CULTURAL CENTER

Nik Prucnal Architectural Design Studio 5 Professor Michael Giovanni

































Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

INDEX OF DRAWINGS A0

CONSTRAINTS

A 0.1

R-VALUES

A 0.2

R-VALUES

A 0.3

COM CHECK

A 0.4

WALL TYPES

A 0.5

FIRST FLOOR PLAN

A1

SECOND FLOOR PLAN

A2

REFLECTED CEILING PLAN

A3

ELEVATIONS

A4

ELEVATIONS

A5

SECOND FLOOR FRAMING PLAN

A6

ROOF FRAMING PLAN

A7

BUILDING SECTION

A8

WALL SECTION

A9

NJP OFFICE BUILDING

Location: New York, NY

LAWRENCE TECHNOLOGICAL UNIVERSITY

BUILDING SYSTEMS 2 COVER SHEET 000362664 4/27/2010

Project number

PLAN DETAILS

A 10

COLLEGE OF ARCHITECTURE & DESIGN

Date Drawn by Checked by

SECTION DETAILS

A 11

NIK PRUCNAL TAREK HASSAN

A0 Scale

3/17/2011 1:19:21 PM

COVER SHEET


CLIMATE DATA FOR NEW YORK, NEW YORK

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

NJP OFFICE BUILDING

Location: New York, NY BUILDING SYSTEMS 2 CONSTRAINTS Project number Date Drawn by Checked by

000362664 4/27/2010 NIK PRUCNAL TAREK HASSAN

A 0.1 Scale

3/17/2011 1:19:22 PM

Source: City-Data.com 2010 New York, New York: Onboard Informatics. URL: http://www.city-data.com/city/New-YorkNew-York.html accessed April 8, 2010


BRICK ON CMU BLOCK NEW YORK, NEW YORK R-VALUE = 11 1'-5"

BRICK ON 6" METAL STUDS NEW YORK, NEW YORK R-VALUE = 11 1'-3"

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

TOTAL R-VALUE = 17.20

4" BRICK VENEER (R=0.44) ON 2" AIR SPACE (R = 0.9) ON 2" RIGID INSULATION (R=(1.375 x 3.6)= 4.95) ON MOISTURE BARRIER (R=0.06) ON 1/ " EXTERIOR SHEATHING (R = 0.63) ON 2 6" STEEL STUDS (R =0.0192) WITH 5 1/2" BATT (R = 18.1) ON VAPOR RETARDER (R = 0.00) ON 5/ " GYPSUM BOARD (R = 0.45) 8

NJP OFFICE BUILDING

Location: New York, NY BUILDING SYSTEMS 2

TOTAL R-VALUE = 25.55

R-VALUES Project number Date Drawn by Checked by

000362664 4/27/2010 NIK PRUCNAL TAREK HASSAN

A 0.2 Scale

3/17/2011 1:19:24 PM

4" BRICK VENEER (R=0.44) ON 2" AIR SPACE (R = 0.9) ON 2" RIGID INSULATION (R=4.95) ON MOISTURE BARRIER ( R=0.06) ON 8" CMU WITH VERMICULITE INSULATION (R= 2.00 + 4" x 2.1= 10.4) ON 7/ " FURRING CHANNEL ON 8 VAP0R RETARDER (R = 0.00) ON 5/ " GYPSUM BOARD (0.45) 8


METAL PANELING ON METAL STUD NEW YORK, NEW YORK R-VALUE = 11

METAL PANELING ON CMU BLOCK NEW YORK, NEW YORK R-VALUE = 11

1 8_" 2

1 11 _" 2

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

2" PREINSULATED METAL PANELING (R = 14.5) ON MOISTURE BARRIER (R = 0.06) 8" CMU UNINSULATED (R = 2.00) ON 7/ " METAL FURRING CHANNEL ON 8 5/ " GYPSUM BOARD (R = 0.45) 8

NJP OFFICE BUILDING

Location: New York, NY

TOTAL R-VALUE = 17.01

BUILDING SYSTEMS 2

TOTAL R-VALUE = 15.66

R-VALUES Project number Date Drawn by Checked by

000362664 4/27/2010 NIK PRUCNAL TAREK HASSAN

A 0.3 Scale

3/17/2011 2:46:06 PM

2" PREINSULATED METAL PANELING (R = 14.5) ON MOISTURE BARRIER (R = 0.06) 1/ " EXTERIOR SHEATHING (R = 0.63) ON 2 6" STEEL STUDS (R =0.0192) UNINSULATED ON VAPOR RETARDER (R = 0.00) ON 5/ " GYPSUM BOARD (R = 0.45) 8


EXTERIOR WALL TYPES

WALL TYPE A 3 5/8" BRICK VENEER 2" AIR SPACE MOISTURE BARRIER 2" RIGID INSULATION 8" CMU UNINSULATED VAPOR BARRIER 7/8" METAL FURRING CHANNEL 5/8" GYPSUM BOARD

WALL TYPE B 3 5/8" BRICK VENEER 2" AIR SPACE MOISTURE BARRIER 2"" RIGID INSULATION 1/2" EXTERIOR PLYWOOD SHEATHING 6" METAL STUDS @ 16" O.C. VAPOR BARRIER 5/8" GYPSUM BOARD

WALL TYPE C 6" STONE BLOCK 2" AIR SPACE 2" RIGID INSULATION MOISTURE BARRIER 7 5/8" CMU UNINSULATED VAPOR RETARDER 7/8" METAL FURRING CHANNEL 5/8" GYPSUM BOARD Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

INTERIOR WALL TYPES

WALL TYPE D 2" PREINSULATED METAL PANELING 7/8" METAL FURRING CHANNEL MOISTURE BARRIER 7 5/8" CMU UNINSULATED VAPOR RETARDER 7/8" METAL FURRING CHANNEL 5/8" GYPSUM BOARD

WALL TYPE E 2" VERSA INSULATED PANEL MOISTURE BARRIER 6" METAL STUD @ 16" O.C. VAPOR RETARDER 7/8" METAL STUD 5/8" GYPSUM BOARD

WALL TYPE F 2 1/2" X 7 1/2" ANODIZED ALUMINIUM MULLIONS 1600 KAWNEER 1" TINTED INSULATED GLASS PANELS

WALL TYPE G 5/8" GYPSUM BOARD 3 5/8" METAL STUDS @ 16" O.C. 5/8" GYPSUM BOARD

WALL TYPE H 7 5/8" CMU 7/8" METAL FURRING CHANNEL 5/8" GYPSUM BOARD

WALL TYPE J 7 5/8" CMU 7/8" METAL FURRING CHANNEL 1/2" CEMENT BOARD SHEATHING 5/8" TILE

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

NJP OFFICE BUILDING

WALL TYPE L CURTAIN WALL TRACK 1" GLASS PANEL

WALL TYPE K 5/8" TILE 1/2" CEMENT BOARD SHEATHING 3 5/8" METAL STUD @ 16" O.C. 5/8" GYPSUM BOARD

WALL TYPE L 5/8" 1 HR FIRE RATED TYPE X GYP BD. 5/8" 1 HR FIRE RATED TYPE X GYP BD. 3 5/8" METAL STUD @ 16" O.C. 5/8" 1 HR FIRE RATED TYPE X GYP BD. 5/8" 1 HR FIRE RATED TYPE X GYP BD.

WALL TYPE M 5/8" ACOUSTICAL PANEL 3 5/8" METAL STUDS @ 16" O.C. 5/8" ACOUSTICAL PANEL

Location: New York, NY

WALL TYPES Project number Date Drawn by Checked by

WALL TYPES 1 1/2" = 1'-0"

000362664 4/27/2010 NIK PRUCNAL TAREK HASSAN

A 0.5 Scale

1 1/2" = 1'-0"

3/17/2011 3:14:05 PM

BUILDING SYSTEMS 2


1

3

2

4

6

5

7

7.1

7.2

8

8.3

9

1 219' - 2" 55' - 0 5/8" 2' - 0 5/8"

55' - 0 7/8"

26' - 6"

26' - 6"

8' - 0 5/8"

A8 49' - 6 7/8"

26' - 6"

26' - 6"

12' - 0"

35' - 0"

59' - 5 5/8"

26' - 6"

55' - 0 7/8"

26' - 6"

3' - 1 3/4"

8' - 8"

44' - 0"

2' - 5 1/8"

3' - 3 5/8"

9' - 5 1/2"

8' - 6"

9' - 10 1/2"

8' - 5"

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

4' - 0"

19' - 7"

6' - 0"

5' - 8"

2' - 1 3/8"

12' - 0"

3' - 5 5/8"

G

G

G

G

G

G

6' - 6"

K B

B

113' - 4" 9' - 5" 31' - 8"

28' - 10"

1' - 9 1/4"

H

BOARD ROOM

A

19' - 0 3/4"

H

E.E.

B

J

B

F B

7' - 6"

3' - 0 1/8"

17' - 3 3/4"

109"

12' - 2 1/2"

A 3 A 10

F

A.4

3' - 6 1/4"

5 A 10

4 A 10

ENTRY VESTIBULE F

2' - 0 5/8"

16' - 0"

31' - 8 7/8"

26' - 6"

26' - 6"

3' - 6 7/8"

26' - 6"

16' - 0"

4' - 10 3/8"

8' - 0"

26' - 6"

3' - 10 5/8"

35' - 2 1/8"

7' - 11 1/4" 26' - 6"

8' - 7 3/8" 26' - 6"

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

8' - 8"

9' - 5 1/2"

159' - 10 3/4"

A A.2

NJP OFFICE BUILDING

A.3 A.4

F

1 A 10 20' - 0"

2' - 5 1/2"

11' - 0"

/ 4"

G

LOBBY / RECEPTION

12' - 4 1/2"

12' - 8 5/8"

94' - 11 5/8"

9' - 8 3/4" 12' - 4 7/8"

B

G

6' - 11 1/8"

9' - 10 1/2"

Location: New York, NY

28' - 0 5/8" 8' - 5"

19' - 7"

31' - 2 5/8"

2' - 1 3/8"

28' - 0 5/8"

BUILDING SYSTEMS 2

219' - 2"

1

2

3

4

5

6

7

7.1

7.2

8

8.3

9

FIRST FLOOR PLAN 1

FIRST FLOOR 1/8" = 1'-0"

000362664 4/27/2010

Project number Date Drawn by Checked by

NIK PRUCNAL TAREK HASSAN

A1 Scale

1/8" = 1'-0"

3/17/2011 2:58:06 PM

B

/8"

1' - 8 3/4"

F

B

3 -3

01

9' - 4 1/8"

B

K

9' - 11 5/8" 6'

8' - 2 1/8"

G

G

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

1 '-

9' - 4"

8' - 2"

K

2

2' - 0"

8' - 2 1/8"

G G

G

1' - 8 1/4"

SERVER

10' - 11 1/8"

18' - 8"

13' - 4 3/4"

WORK ROOM

11' - 5 1/4"

11' - 5 5/8"

17' - 3 5/8"

CONFERENCE ROOM

H

J

K

11' - 4 1/8"

11' - 11 7/8"

10' - 0 3/4"

17' - 4 1/4"

G

5' - 8"

K

8' - 7 1/8"

9' - 11 5/8"

4' - 4" 3' - 0"

10' - 10 1/8"

10' - 10 1/8"

19' - 7 1/2"

8' - 7 1/4"

11' - 1 7/8"

6' - 0"

1' - 11 1/8"

4' - 0"

G

Consultant Address Address Phone Fax e-mail

B.2

9' - 1"

B

23' - 2 1/4"

G

17' - 10 1/2"

G

UP

G

G

OFFICE

Consultant Address Address Phone Fax e-mail

4' - 2"

MECH./ FIRE PROT.

6' - 7"

19' - 11 3/4"

INTERIORS MATERIALS

5' - 5"

6' - 5 1/2"

F

19' - 11 3/4"

ELECT. ROOM

2' - 6 1/2"

G B

7' - 3 3/4"

A

12' - 0"

G

17' - 4 7/8"

4' - 9 3/8"

8' - 9 3/4"

9' - 11 3/4"

20' - 6"

17' - 3 5/8"

15' - 3"

PRINT ROOM

3' - 0"

8' - 6"

G G

3' - 4 1/4"

15' - 6"

19' - 0"

9' - 7 7/8"

40' - 7 1/4"

3' - 4 1/4"

1' - 9 1/8" 1' - 5 1/8"

1' - 10" 3' - 0"

3' - 0"

9' - 3 3/8"

25' - 0"

13T @ 11' 0"

28' - 2 7/8"

4' - 2"

7' - 9 3/8"

16' - 3 3/8"

G

UP

3' - 5 7/8"

15' - 7 7/8"

6' - 5 3/4"

B

12' - 0"

G

6' - 0"

LIBRARY G

12' - 0"

3' - 0"

G

10' - 10 1/8"

15' - 11 3/4"

G

G

11' - 7 1/4"

G

7' - 8 1/2"

10' - 9"

G

P.M. OFFICE

G

VIDEO CONFERENCE

G

G

4' - 3 5/8"

10' - 10"

G

G

17' - 4 1/4"

G

G

P.M. OFFICE

17' - 4 3/4"

6' - 0 5/8"

P.M. OFFICE

10' - 10 1/8"

3' - 2 1/8"

P.M. OFFICE

10' - 10 3/8"

G G

G

G 10' - 10 3/8"

3' - 2 7/8"

10' - 7 1/2"

9' - 5"

G

A

4' - 3 1/4"

2' - 0 1/8"

G

G

15' - 3 3/4"

2' - 0"

G

18' - 9 3/4"

G

10' - 6 3/4"

6' - 6"

BATH

25' - 5 3/4"

G

16' - 2 3/4"

12' - 0"

4' - 3"

8' - 6 7/8"

17' - 6"

12' - 0"

G

6' - 0"

G

20' - 5 5/8"

5' - 2 1/4"

11' - 7 1/4"

G

9' - 11 3/4"

11' - 2"

OFFICE

12' - 9 3/8"

9' - 5"

G

10' - 11 3/8"

G

10' - 11 3/4"

2' - 2" 0' - 6"4' - 1 3/8" 2' - 11 3/4" 3' - 5 1/8"

G

A.3

KITCHEN / LOUNGE

11' - 7"

6' - 0"

A

B.2

A.2

5' - 0"

C

A

G

Consultant Address Address Phone Fax e-mail

6' - 0"

3' - 11 7/8" 5' - 0"

11' - 2 1/4"

5' - 0"

A 6' - 0"

10' - 4 1/8"

HUMAN RESOURCE OFFICE

85 .0 °

G

2' - 8"

G 13' - 6 1/2" 11' - 9 1/8"

20' - 9" 10' - 2 3/4"

5' - 4"

MAIN CONFERENCE ROOM

MEETING ROOM 11' - 4 1/8"

12' - 0 1/4"

31' - 0 3/4"

20' - 7"

88' - 9 5/8"

113' - 4"

5' - 0"

6' - 0"

G

° .6 94

20' - 7"

9' - 5 1/4"

G

° .0 85

6' - 0"

D

OFFICE 11' - 4"

10' - 1 1/8"

G

MEETING ROOM

Consultant Address Address Phone Fax e-mail

13' - 6 1/2" 11' - 5 1/2"

12' - 11 7/8"

3' - 6 7/8"

9' - 0"

TYP. CUBICAL

7' - 8 3/4"

95 .0 °

° .0 95

G

C

2' - 6"

10' - 2 7/8"

5' - 11 7/8"

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

24' - 5"

12' - 6"

6' - 9"

9' - 0"

8' - 3 7/8"

A

A

G

17' - 0"

6' - 6"

8" 1/

G

4' - 0 1/8"

G 13' - 7 7/8"

Consultant Address Address Phone Fax e-mail

25' - 0"

13' - 0"

7

8' - 6 1/2"

E

17' - 3"

'-

2' - 3"

F

D

A

9' - 0"

PRESIDENT'S OFFICE

6' - 4"

3' - 1"

9' - 9 7/8"

F

F

13' - 0"

9' - 11 3/8"

F

B

F.4

17' - 0"

5' - 0"

OFFICE

B

16' - 0"

OFFICE

G

F

G

"2 -6

G

B

12' - 5 3/4"

VICE PRESIDENT 12' - 11 1/4"

F

G

B

12' - 5 3/4"

6' - 4 1/8"

B

F

A

F

6' - 0 3/4"

A

F

A

A

A 12' - 6"

B

B

2'

5' - 11"

E

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

4' - 4"

F 1' - 10 1/2"

F

6 A 10

6' - 4"

10' - 5 3/4"

F.4

4' - 4"

2 A 10


1

3

2

4

6

5

7

7.1

7.2

8

8.3

9

1 A8 21' - 4 5/8"

26' - 6"

26' - 6"

26' - 6"

26' - 6"

35' - 0"

26' - 6"

3' - 3 5/8"

28' - 0"

44' - 0"

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

2' - 4 3/8"

14' - 6 3/4"

5' - 1 3/8"

6' - 4"

F B

2' - 9 1/2"

20' - 0"

4' - 1 1/2"

1' - 8"

1' - 2"

F.4

15' - 9 1/2"

28' - 0"

E E

F

E

F

E

F.4

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

26' - 6"

38' - 8 1/4"

3' - 9 3/4"

49' - 9 5/8"

F

18' - 0"

F F 25' - 4"

13' - 0"

F

MULTI-PURPOSE ROOM

28' - 10 1/2"

E 13' - 0"

E

Consultant Address Address Phone Fax e-mail

D G 8' - 4"

24' - 5"

D G

D

10' - 6 3/4"

4' - 1 1/4" 6' - 0 1/2"

3' - 0"

11' - 4 3/4"

9' - 0 1/2"

F

KITCHEN

33' - 6 1/4"

G

42" WALL HEIGHT ENDS

C

14' - 3 3/8"

G

G 4' - 2 5/8"

10' - 6"

18' - 6"

G

3' - 3 3/4"

D

3' - 0"

HANDRAIL 36" RAILING 42" MIN.

5' - 11 1/8"

11' - 7"

CONFERENCE ROOM

E

F

45. 6째

G H

G G

E

G

MEN'S

WOMEN'S

F

J

F

B

E

A.3 8' - 0"

6' - 9 5/8"

12' - 0"

14' - 2 3/4"

21' - 1 1/8"

8' - 8 7/8"

A.4

MEETING ROOM

2' - 9 1/4"

A A.2

NJP OFFICE BUILDING

A.3

45' - 10 1/8"

12' - 0"

25' - 0"

8' - 2 1/8"

3' - 5 7/8"

4' - 4 1/4"

2' - 11"

0' - 10 3/8"

E

13' - 7 5/8"

1' - 7 1/4"

3' - 0"

F

4' - 0"

20' - 5 1/2"

OFFICE G

E

E

4' - 0"

8' - 2"

OFFICE

G

E

12' - 6"

16' - 3 1/8"

28' - 3 1/4"

G

18' - 0"

A

E

G

4' - 11 3/8"

G

12' - 0"

16' - 1 1/4"

16' - 1 1/4"

16' - 6"

12' - 0"

16' - 1 1/4"

25' - 0"

G

CUBICAL SPACE

DN

E

L H

31' - 7 1/4"

12' - 3"

B

G

G

10' - 11 1/8"

G

20' - 8 5/8"

13T @ 11' 0"

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

A.4

38' - 0"

Location: New York, NY 26' - 6"

26' - 6"

14' - 0 1/2"

26' - 6"

26' - 6"

26' - 6"

54' - 2 1/2"

26' - 6"

28' - 0"

28' - 0"

91' - 5 7/8"

1' - 11 1/2"

58' - 8 5/8"

BUILDING SYSTEMS 2

219' - 8 1/4"

1

1

2

3

4

5

6

7

7.1

7.2

8

8.3

9

SECOND FLOOR PLAN

SECOND FLOOR 1/8" = 1'-0"

000362664 4/27/2010

Project number Date Drawn by -

Checked by

NIK PRUCNAL TAREK HASSAN

A2 Scale

1/8" = 1'-0"

3/17/2011 3:10:53 PM

3' - 5 7/8"

A

1' - 8 5/8"

UP

42" WALL HEIGHT

10' - 1 5/8"

G

G

3' - 11"

0' - 9 1/4"

G

B.2

29' - 3 3/4"

" -0

DN

42" WALL HEIGHT

G 3'

G

7' - 5"

L

3' - 0"

9' - 3"

CUBICAL SPACE

F 8" 3/

9' - 5"

L

1 -1

G

B

A.2

42" WALL HEIGHT

2'

42" WALL HEIGHT

3' - 11 1/2"

D L

102' - 6 7/8"

4' - 6 1/8"

G

G

Consultant Address Address Phone Fax e-mail

TRAINING ROOM

66' - 7 3/8"

22' - 6"

20' - 7"

24' - 3 1/4"

15' - 0"

G

9' - 5"

30' - 0 3/4"

42" WALL HEIGHT ENDS

B.2

C

F

CUBICAL SPACE

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

1' - 2 3/4"

31' - 0 3/4"

20' - 7"

A

17' - 0"

17' - 0"

F G

Consultant Address Address Phone Fax e-mail


8.3

9

10' - 0" COVE LIGHTING

Consultant Address Address Phone Fax e-mail

9' - 0"

B

B

Consultant Address Address Phone Fax e-mail

ACOUSTICAL CEILING BOARD

Consultant Address Address Phone Fax e-mail

LEGEND:

Consultant Address Address Phone Fax e-mail

ACOUSTICAL CEILING BOARD STRIP FLUORESCENT LIGHT

Consultant Address Address Phone Fax e-mail

RETRACTABLE PROJECTION SCREEN

10' - 6"

2' X 2' RECESSED FLUORESCENT LIGHT

COMPACT FLUORESCENT RECESSED DOWNLIGHT

INCANDESCENT WALL WASHER

SUPPLY AIR DEVICE

RETURN AIR DEVICE

9' - 0"

EXIT LIGHT

24'- 8"

PROJECTOR

10' - 0" WALL SCONCE

NJP OFFICE BUILDING

CEILING HEIGHT INDICATION

A

A

Location: New York, NY BUILDING SYSTEMS 2

8.3 1

REFLECTED CEILING PLAN 1/2" = 1'-0"

9

REFLECTED CEILING PLAN 000362664 4/27/2010

Project number Date Drawn by Checked by

NIK PRUCNAL TAREK HASSAN

A3 Scale

1/2" = 1'-0"

3/17/2011 3:14:38 PM

2' X 4' RECESSED FLUORESCENT LIGHT


1

2

3

4

5

6

7

7.1

7.2

8

8.3

Consultant Address Address Phone Fax e-mail

9

Consultant Address Address Phone Fax e-mail

1 A8

T.O. STEEL 129' - 4"

T.O. STEEL 129' - 4"

T.0. 2ND FLR SLAB 114' - 8"

T.0. 2ND FLR SLAB 114' - 8"

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

GRADE T.O. 1ST FLR SLAB 100' - 0"

South 1/8" = 1'-0"

A.4 A.3 A.2 A

T.O. STEEL 129' - 4"

B

B.2

C

D

E

F

F.4

T.O. STEEL 129' - 4"

NJP OFFICE BUILDING T.0. 2ND FLR SLAB 114' - 8"

T.0. 2ND FLR SLAB 114' - 8"

Location: New York, NY GRADE T.O. 1ST FLR SLAB 100' - 0"

BUILDING SYSTEMS 2

T.O. 1ST FLR SLAB 100' - 0"

ELEVATIONS 1

East 1/8" = 1'-0"

000362664 4/27/2010

Project number Date Drawn by Checked by

NIK PRUCNAL TAREK HASSAN

A4 Scale

1/8" = 1'-0"

3/17/2011 3:01:57 PM

2

T.O. 1ST FLR SLAB 100' - 0"


9

8.3

8

7.2

7.1

7

6

5

4

3

2

1

1 A8

T.O. STEEL 129' - 4"

T.O. STEEL 129' - 4"

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

T.0. 2ND FLR SLAB 114' - 8"

T.0. 2ND FLR SLAB 114' - 8"

Consultant Address Address Phone Fax e-mail

GRADE T.O. 1ST FLR SLAB 100' - 0"

T.O. 1ST FLR SLAB 100' - 0"

Consultant Address Address Phone Fax e-mail

North 1/8" = 1'-0"

F.4

T.O. STEEL 129' - 4"

T.0. 2ND FLR SLAB 114' - 8"

F

E

D

C

B.2

B

A A.2 A.3 A.4

T.O. STEEL 129' - 4"

T.0. 2ND FLR SLAB 114' - 8"

GRADE T.O. 1ST FLR SLAB 100' - 0"

NJP OFFICE BUILDING

T.O. 1ST FLR SLAB 100' - 0"

Location: New York, NY BUILDING SYSTEMS 2

West 2 1/8" = 1'-0"

ELEVATIONS 000362664 4/27/2010

Project number Date Drawn by Checked by

NIK PRUCNAL TAREK HASSAN

A5 Scale

1/8" = 1'-0"

3/17/2011 3:02:30 PM

1

Consultant Address Address Phone Fax e-mail


1

3

2

4

6

5

7

7.1

7.2

8

8.3

9

1 A8

26' - 6"

28' - 0"

28' - 0"

HSS 8 x 8

2' - 9 1/2"

W16 HSS 8 x 8

W16

W16

HSS 8 x 8 W16

W16

W16

D

HSS 8 x 8

W16 HSS 8 x 8

W16

HSS 10 x 10

W16 W16 W16

W16 HSS 8 x 8 HSS 8 x 8

W10 COLUMN

HSS 10 x 10

HSS 8 x 8 W16

W10 COLUMN

W16

HSS 8 x 8 HSS 6 x 6

HSS 6 x 6

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

HSS 6 x 6

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

HSS 8 x 8

DN

W16 HSS 6 x 6

W16

HSS 6 x 6

HSS 8 x 8 W16

HSS 6 x 6

Consultant Address Address Phone Fax e-mail

B.2

W16 W16

W16

W16

W16

W16

W16

W16 W16

B HSS 8 x 8

W16

HSS 8 x 8

B

HSS 8 x 8

W16

W16

HSS 8 x 8 W16

W16

W16

W16

HSS 6 x 6

HSS 8 x 8

W16

9' - 5"

W16

W16

Consultant Address Address Phone Fax e-mail

HSS 6 x 6 W16

W16

B.2

W16

W16

W16

20' - 7"

W16

W16

C

HSS 8 x 8

W16

HSS 8 x 8

W16

W16

C

W16

W16

W16

W16

OPEN TO BELOW

Consultant Address Address Phone Fax e-mail

9' - 5"

W16

17' - 0"

W16

D

HSS 8 x 8

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

13' - 0"

HSS 8 x 8

17' - 0"

HSS 8 x 8

HSS 8 x 8

E

W16

W16

HSS 8 x 8

W16

F

20' - 7"

W16

W16

HSS 8 x 8

W16

HSS 8 x 8

W16

13' - 0"

W16 HSS 8 x 8

W16

W16

W16

HSS 8 x 8

HSS 8 x 8

F.4

6' - 4"

W16 1' - 8 5/8"

6' - 4"

26' - 6"

W16 W24

F E

26' - 6"

4' - 4"

26' - 6"

2' - 6 1/4"

26' - 6"

W16

F.4

26' - 6"

4' - 4"

1' - 10 3/4"

W16

25' - 0"

W16

W16

W 16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

W16

OPEN TO BELOW

W16

HSS 8 x 8

HSS 8 x 8

W16

HSS 8 x 8

W16

HSS 8 x 8

W16

HSS 8 x 8

W16

HSS 8 x 8

W16

HSS 8 x 8

3' - 5 7/8"

W16

1' - 7 1/4"

HSS 8 x 8

W16

A.4

1' - 5 1/8" 1' - 9 1/8"

W16

A.2

9' - 1"

A.3

DN

HSS 8 x 8 W16

1' - 8 5/8"

A.2

9' - 1" 1' - 5 1/8"

A

1' - 9 1/8"

W16

UP

W16

25' - 0"

W16

W24

A.3

A

NJP OFFICE BUILDING

A.4

Location: New York, NY 1' - 10 3/4"

26' - 6"

26' - 6"

26' - 6"

26' - 6"

26' - 6"

26' - 6"

28' - 0"

28' - 0"

1' - 11 1/2"

BUILDING SYSTEMS 2 2

3

4

5

6

7

7.1

7.2

8

8.3

9

SECOND FLOOR FRAMING 000362664 4/27/2010

Project number -

Date Drawn by

-

SECOND FLOOR FRAMING 1 1/8" = 1'-0"

Checked by

NIK PRUCNAL TAREK HASSAN

A6 Scale

1/8" = 1'-0"

3/17/2011 3:03:09 PM

1


1

3

2

4

6

5

7

7.1

7.2

8

8.3

9

1 A8

26' - 6"

8' - 8"

9' - 5 1/2"

W18

W18

W18

W18

W18

W18

W18

W21

W18

HSS 8 X 8

W18

W18 5 1/2" COMPOSITE METAL DECKING

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W16

1' - 5 1/8" 1' - 9 1/8"

A.3

W18

4' - 5"

HSS 8 X 8

1' - 8 5/8"

A.2

9' - 1"

4' - 5"

W18

W18

25' - 0"

UP

A

W18

W18

HSS 8 X 8

W18

HSS 8 X 8

W18

HSS 8 X 8

HSS 8 X 8

W18

W18

HSS 8 X 8

W16

HSS 8 X 8

6' - 4"

HSS 8 X 8

B

W18

W18

W18

W18

HSS 8 X 8

W18

HSS 8 X 8

W18

A.4

A.2 A.3 A.4

1' - 10 3/4"

26' - 6"

1

26' - 6"

2

26' - 6"

3

26' - 6"

4

26' - 6"

5

26' - 6"

6

8' - 8"

7

9' - 5 1/2"

7.1

9' - 10 1/2"

7.2

8' - 5"

8

19' - 7"

8.3

NJP OFFICE BUILDING

A

Location: New York, NY BUILDING SYSTEMS 2

1' - 6 3/4"

ROOF FRAMING

9

000362664 4/27/2010

Project number Date

ROOF FRAMING 1 1/8" = 1'-0"

Drawn by Checked by

A7

-

NIK PRUCNAL TAREK HASSAN

Scale

1/8" = 1'-0"

3/17/2011 3:12:23 PM

HSS 8 X 8

W18

HSS 8 X 8

W18

HSS 8 X 8 W18

9' - 5"

HSS 8 X 8

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

HSS 8 X 8

W18

B.2

L3X3

25' - 0"

HSS 8 X 8

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

HSS 8 X 8

HSS 8 X 8

W18

1' - 9 1/8"

W18

9' - 1" 1' - 5 1/8"

W18

L3X3 L3X3

L3X3

W18

HSS 8 X 8 W18

W18

Consultant Address Address Phone Fax e-mail

W18

L3X3

HSS 8 X 8

W18

1' - 7 1/4"

W18

5 1/2" COMPOSITE METAL DECKING

B

W18

W18

9' - 5"

W16

HSS 8 X 8

W18

Consultant Address Address Phone Fax e-mail

20' - 7"

W18

L3X3

HSS 8 X 8

C

HSS 8 X 8

W18

W21 W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

HSS 8 X 8

HSS 8 X 8

W18

W18

L3X3

W18

W18

W18

W18

W18

HSS 8 X 8

HSS 8 X 8

W18

L3X3

W18

W18

W18

W18

W18

W18

5 1/2" COMPOSITE METAL DECKING

L3X3

L3X3

W21

HSS 8 X 8 W18

Consultant Address Address Phone Fax e-mail

L3X3

W18

L3X3

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

ROOFTOP HVAC UNIT

HSS 8 X 8

W24

B.2

L3X3

W18

W16

L3X3

W18

20' - 7"

HSS 8 X 8

L3X3 L3X3

W18

W18

HSS 8 X 8 L3X3

HSS 8 X 8

W18

W18

W18

HSS 8 X 8 L3X3

W18

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

W18 17' - 0"

W21 W18

W18 HSS 8 X 8

D

HSS 8 X 8

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W21

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

W21

W18

W18

W18

W18

W18

W18

W18

W18

W18

W18

C

HSS 8 X 8

HSS 10 X 10

HSS 10 X 10

HSS 8 X 8

W18

W18

W21

W16

17' - 0"

W18

HSS 8 X 8

W18

W18

W18

W21

13' - 0"

W18

W18

HSS 8 X 8 W18

W21

W18

E

W18

D

W18

HSS 8 X 8

HSS 10 X 10

W24

HSS 8 X 8

W18

F.4 F

W18

HSS 8 X 8

W18

HSS 8 X 8

W21

HSS 8 X 8

W18

W16

HSS 8 X 8

2' - 9 1/2"

W18

HSS 8 X 8

W24 W18

1' - 8 5/8"

6' - 4" 13' - 0"

HSS 8 X 8

W18

19' - 7"

W18

HSS 8 X 8

W18

8' - 5"

HSS 8 X 8

F E

9' - 10 1/2"

W18

W24

26' - 6"

4' - 4"

26' - 6"

1' - 9 3/4"

26' - 6"

W21

26' - 6"

W21

F.4

26' - 6"

4' - 4"

1' - 10 3/4"


F.4

F

E

D

C

B.2

B

A

A.2 A.3

A.4

---

T.O. PARAPET 133' - 7"

T.O. PARAPET 133' - 7"

2 A 11

T.O. STEEL 129' - 4"

T.O. STEEL 129' - 4"

3 A 11

6 A 11

T.0. 2ND FLR SLAB 114' - 8"

T.0. 2ND FLR SLAB 114' - 8"

1 A 11

T.O. 1ST FLR SLAB 100' - 0"

4 A 11

T.O. 1ST FLR SLAB 100' - 0" 5 A 11

NJP OFFICE BUILDING

BUILDING SECTION 1/4" = 1'-0"

BUILDING SYSTEMS 2 BUILDING SECTION 000362664 4/27/2010 NIK PRUCNAL TAREK HASSAN

Project number Date Drawn by Checked by

A8 Scale

1/4" = 1'-0"

3/17/2011 1:19:46 PM

1

Location: New York, New York


9 9

T.O. PARAPET 133' - 7" WOOD BLOCKING (2) 3/4" PRESSURE TREATED WOOD PARAPET COPING

WOOD SILL CAP MOISTURE BARRIER

FIRE STOP 6" X 6" STEEL ANGLE FLOOR SLAB SUPPORT

2" VERSA PANEL (R-14)

T.0. 2ND FLR SLAB 114' - 8"

1 1/2" METAL DECKING 1/2" CONTINUOUS STEEL PLATE CMU BLOCKS CUT TO FIT WITHIN W16 BEAM DOVE TAIL BLOCK TIE

3/4" EXTERIOR SHEATHING

7/8" FURRING CHANNEL

VERSA WALL ANCHOR JOINT FASTENED TO Z-CLIP @ 3' VERT. FLASHING

FINISH FLOORING 4" CONCRETE SLAB

4" METAL STUD PARAPET FRAMING 1" CLIP CHANNEL

3/4" EXTERIOR SHEATHING FLEXIBLE MEMBRANE FLASHING

2" VERSA WALL PANEL (R-14) VERSA WALL ANCHOR JOINT FASTENED TO Z-CLIP

1/2" ROWLOCK BRICK COURSE 8"X8"X16" CMU BLOCK BRICK TIES @ 24" O.C. HORIZONTALLY AND 16" O.C. VERTICALLY BRICK VENEER

BUILT UP ROOFING FELT LAYERS 2" TAPER RIGID INSULATION (R-10) 2" RIGID INSULATION (R-10) 1 1/2" METAL ROOF DECKING 1/2" CONTINUOUS STEEL PLATE

T.O. STEEL 129' - 4" 129' - 4" SEALANT

DOVE TAIL BLOCK TIE HANGER ROD

CMU BLOCK CUT TO FIT WITHIN W18 W18 STEEL GIRDER

3 5/8" METAL STUDS 7/8" FURRING CHANNEL 5/8" GYPSUM CEILING BOARD 5/8" GYPSUM BOARD VAPOR BARRIER 2 1/2" METAL STUD

1ST FLR CEILING 110' - 0"

1' - 6 3/8"

5/8"2 1/2" 7 5/8"

2" 2" 3 5/8"

W18 STEEL BEAM

8"X8"X16" CMU BLOCK

PRECAST LINTEL 2" RIGID INSULATION (R-10)

3 5/8" METAL STUD

1/2" REVEAL SOLDIER COURSE ABOVE WINDOW (2) 3/4" PRESSURE TREATED WOOD SEALANT THROUGH WALL WINDOW FLASHING 2 1/4" X 7" ANODIZED STEEL WINDOW FRAME

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

MOISTURE BARRIER W16 STEEL BEAM BOLTED BEAM TO GIRDER CONNECTION W16 STEEL GIRDER

Consultant Address Address Phone Fax e-mail

HANGER ROD

2" VERSA WALL PANEL (R-14)

7/8" FURRING HAT AT 16" O.C.

VERSA WALL ANCHOR JOINT & Z-CLIP @ 3' VERTICALLY

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

5/8" GYPSUM BOARD

2ND FLR CEILING 124' - 8" 7/8" FURRING CHANNEL PRECAST LINTEL (2) 3/4" PRESSURE TREATED WOOD FLASHING SEALANT 2 1/4" x 7" ANODIZED ALUMINIUM WINDOW FRAME

1" TINTED INSULATED GLASS 2 1/2" X 7 1/2" ANODIZED ALUMINIUM WINDOW FRAME FOAM BACKER ROD & SEALANT 3/4" MARBLE WINDOW SILL (2) 3/4" PRESSURE TREATED WOOD 5/8" GYPSUM BOARD

4" CAST IN PLACE CONCRETE

3/4" STONE SILL BACKER ROD & SEALANT 2" RIGID INSULATION (R-10) 8"X8"X16" CMU BLOCK 6"X8"X16" PRECAST BLOCK SMOOTH MOISTURE BARRIER THROUGH WALL FLASHING

6MIL VAPOR BARRIER

WEEP HOLES @ 24" O.C.

2" X 24" RIGID PERIMETER INSULATION

MORTAR STOP MORTAR

8"X8" HSS STEEL COLUMN BACKER ROD & SEALANT 3/4" MARBLE SILL SEALANT (2) 3/4" PRESSURE TREATED WOOD VAPOR BARRIER 5/8" GYPSUM BOARD FIRE STOP 2 1/2" METAL STUD 6"X6" STEEL ANGLE FLOOR SLAB SUPPORT

2 COURSES OF BEARING CMU BLOCKS BELOW GRADE

FINISH FLOORING

2 1/4" X 7" ANODIZED ALUMINIUM MULLION 3/4" STONE SILL BACKER ROD & SEALANT MOISTURE BARRIER 2" VERSA PANEL - INSULATED METAL PANEL (R-14)

4" CONCRETE SLAB

FLASHING

T.O. 1ST FLR SLAB 100' - 0"

36" X 48" COLUMN FOOTING 18" X 42" GRADE BEAM

1 1/2" METAL DECKING

1" TINTED INSULATED GLASS

T.0. 2ND FLR SLAB 114' - 8"

1/2" CONTINUOUS STEEL PLATE W16 STEEL GIRDER CMU BLOCK CUT TO FIT WITHIN W16 DOVE TAIL BLOCK TIE

NJP OFFICE BUILDING

BRICK TIES @ 24" O.C. HORZ. AND 16" O.C. VERTICAL BRICK VENEER 2" AIR SPACE

Location: New York, NY BUILDING SYSTEMS 2

2" RIGID INSULATION

WALL PROFILE 000362664 4/27/2010

Project number Date

1

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

2

WALL SECTION 2 3/4" = 1'-0"

Drawn by Checked by

NIK PRUCNAL TAREK HASSAN

A9 Scale

3/4" = 1'-0"

3/17/2011 1:19:48 PM

VAPOR BARRIER 2 1/2" METAL STUD 3/4" SEALANT


9 EXT. STONE WINDOW SILL 1" TINTED INSULATED GLASS 2 1/2" X 7 1/2" ANODIZED ALUMINIUM WINDOW FRAME 1/4" BACKER ROD & CONTINUOUS CAULKING LOWER STONE SILL BRICK VENEER

8

MORTAR JOINT

1' - 6 3/4" 3 5/8"

1 7/8"

8"X8" HSS STEEL COLUMN

2 1/8"

5 1/8"

2" 5/8"

VAPOR BARRIER-MOISTURE BARRIER OVERLAP 1/4" CONTINUOUS CAULKING

Consultant Address Address Phone Fax e-mail

1/4" BACKER ROD & CONTINUOUS CAULKING

2 3/4" 5/8" 7/8"

7 5/8"

2"

2"

3 5/8"

1/4" BACKER ROD & CONTINUOUS CAULKING STEEL ENCLOSURE BRACKET 1/4" BACKER ROD & CONTINUOUS CAULKING VAPOR RETARDER - MOISTURE BARRIER OVERLAP 2 1/2" x 7 1/2" ANODIZED ALUMINIUM MULLION 1" TINTED INSULATED GLASS EXTERIOR VESTIBULE SILL

BRICK VENEER

8

MORTAR JOINT 2" AIR SPACE 2" RIGID INSULATION (R-10) MOISTURE BARRIER 1/4" BACKER ROD & CONTUOUS CAULKING 2 1/2" X 7 1/2" ANODIZED ALUMINIUM WINDOW SILL EXT. STONE WINOW SILL 9"

5 1/8"

1 3/8" 3 1/2"

1" TINTED INSULATED GLASS

MOISTURE BARRIER 2" AIR SPACE MORTAR JOINT 2" RIGID INSULATION (R-10) BRICK VENEER LOWER STONE SILL

LOWER STONE SILL

VAPOR RETARDER 5/8" GYPSUM BOARD 8"X8" HSS STEEL COLUMN 5/8" GYPSUM BOARD 7/8" FURRING CHANNEL VAPOR BARRIER 8"X8"X16" CMU BLOCK (2) 3/4" PRESSURE TREATED WOOD VAPOR RETARDER - MOISTURE BARRIER OVERLAP 1/4" BACK ROD & CONT. CAULKING 3/4" MARBLE SILL

BATT INSULATION

F

2"

VAPOR RETARDER - MOISTURE BARRIER OVERLAP (2) 3/4" PRESSURE TREATED WOOD 6" METAL STUDS

2"

F

Consultant Address Address Phone Fax e-mail

INTERIOR VESTIBULE SILL

3 5/8"

A.4

A.3

VAPOR RETARDER

2"

A.4

7"

MORTAR JOINT BRICK TIES @ 24" O.C. HORZ. AND 16" O.C. VERTICAL

INTERIOR VESTIBULE SILL

5/8" GYPSUM BOARD

1/2" 2"

VAPOR RETARDER

A.3

6"

8"X8"X16" CMU

6" METAL STUD

5/8"

MOISTURE BARRIER 2" RIGID INSULATION (R-10) 2" AIR SPACE BRICK VENEER LOWER STONE SILL

7/8" FURRING CHANNEL

(2) 3/4" PRESSURE TREATED WOOD

1/2" EXT. SHEATHING

3 5/8"

1 3/8"

5/8" GYPSUM BOARD

MOISTURE BARRIER

2"

2 1/8"

2"

2"

8"X8" HSS STEEL COLUMN

1/2" 2"

7 5/8"

3"

5/8" 1"

2" RIGID INSULATION (R-10)

6"

6 1/8"

7.1

2" AIR SPACE

2' - 0 7/8"

BATT INSULATION 7 1/2"" X 7 1/2" CORNER MULLION INTERIOR VESTIBULE SILL 1" TINTED INSULATED GLASS

1/4" BACKER ROD & CONTINUOUS CAULKING EXTERIOR VESTIBULE SILL

1" TINTED INSULATED GLASS

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

7.1 9

1

METAL STUD TO CMU WALL CONNECTION 2 1 1/2" = 1'-0"

CURVED CURTAIN WALL AT CMU 1 1/2" = 1'-0"

CORNER CURTAIN WALL AT METAL STUD WALL 3 1 1/2" = 1'-0"

9

6 3/4"

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

7 5/8"

2"

2"

3 5/8"

2"

8 8"X8" HSS STEEL COLUMN

EXTERIOR SILL

8" X 8" X 16" CONCRETE BLOCK

1" TINTED INSULATED GLASS 2 1/2" X 7 1/2" MULLION 1/4" BACKER ROD & CONTINUOUS CAULKING MOISTURE BARRIER OVERLAPPING W/ VAPOR RETARDER BATT INSULATION ENCLOSURE BRACKET 3/4" PRESSURE TREATED WOOD 1/4" BACKER ROD & CONTINUOUS CAULKING LOWER STONE VENEER

5/8" GYPSUM BOARD

VAPOR RETARDER 1/2" EXTERIOR SHEATHING

8"X8" HSS STEEL COLUMN

2" RIGID INSULATION (R-10)

A.2

1/2" EXTERIOR SHEATHING 6" METAL STUDS

A.2

5/8" GYPSUM BOARD VAPOR RETARDER

5/8"

1/4" SEALANT

5

7/8" FURRING CHANNEL

(2) 3/4" PRESSURE TREATED WOOD 6" METAL STUD 5/8" GYPSUM BOARD

(2) 3/4" PRESSURE TREATED WOOD

WOOD BLOCKING 6"

WINDOW SILL

1' - 4 3/4"

1/2" 2"

1" TINTED INSULATED GLASS

2"

A

VAPOR RETARDERMOISTURE BARRIER OVERLAP SEALANT

2 3/4"

93 .5 째

2 1/2" X 7 1/2" MULLION

A

INTERIOR SILL

BRICK VENEER

8"X8" HSS STEEL COLUMN

MORTAR JOINTS 1' - 4 3/4"

F

5/8"

6"

1/2" 2"

2"

3 5/8"

2"

NJP OFFICE BUILDING

F

3 5/8"

EXTERIOR DOOR FRAME

5

Location: New York, NY

3 5/8"

BUILDING SYSTEMS 2

2"

BRICK TIES @ 24" O.C. HORIZONTAL AND VERTICAL 16" O.C. 4"

2" AIR SPACE

1' - 4 3/4"

2"

5 1/8"

MORTAR JOINT

1/2" 2"

8"X8"X16" CONCRETE BLOCK

2" AIR SPACE RIGID INSULATION (R-10) MOISTURE BARRIER 1/2" EXTERIOR SHEATHING (2) 3/4" PRESSURE TREATED WOOD 1/4" SEALANT BATT INSULATION

5/8" GYPSUM BOARD VAPOR RETARDER 6" METAL STUD 1/4" SEALANT VAPOR RETARDER - MOISTURE BARRIER OVERLAP

6"

MOISTURE BARRIER

VAPOR RETARDER

1 3/8"

5/8" GYPSUM BOARD

7"

LOWER STONE SILL BRICK VENEER

5/8"

2"

2" AIR SPACE 1/4" SEALANT

1" TINTED INSULATED GLASS

1 7/8"

3/4" MARBLE SILL

2" RIGID INSULATION (R-10)

5/8" 7/8"

8

7 5/8"

2"

1' - 6 7/8"

2"

3 5/8"

2"

2 1/2" X 7 1/2" ANODIZED ALUMINUM WINDOW FRAME SEALANT MOISTURE BARRIER 2" RIGID INSULATION (R-10) 2" AIR SPACE BRICK VENEER LOWER STONE VENEER MORTAR JOINT

CURTAIN WALL AT CORNER OF CMU AND METAL STUD 4 1 1/2" = 1'-0"

CMU WALL TO METAL STUD AT AN ANGLE 5 1 1/2" = 1'-0"

PLAN DETAILS 9

000362664 4/27/2010

Project number Date

CURTAIN WALL AT METAL STUD AT DOOR 6 1 1/2" = 1'-0"

Drawn by Checked by

NIK PRUCNAL TAREK HASSAN

A 10 Scale

1 1/2" = 1'-0"

3/17/2011 1:19:50 PM

EXTERIOR WINDOW SILL


F

3' - 7 1/4"

T.O. PARAPET 133' - 7"

T.O. PARAPET 133' - 7"

T.O. PARAPET 133' - 7"

T.O. PARAPET 133' - 7"

F

7/8" FURRING CHANNEL

WOOD NAILER SILL

2" VERSA WALL PANEL (R-14) VERSA WALL ANCHOR FASTENED TO Z-CLIP

MOISTURE BARRIER

SEALANT

(2) 3/4" PRESSURE TREATED WOOD

6" METAL STUD

5/8" GYPSUM BOARD FIRE STOP

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

T.0. 2ND FLR SLAB 114' - 8"

6" BATT INSULATION 3/4" EXTERIOR SHEATHING

PARAPET METAL COPING VERSA PANEL ANCHOR JOINT FASTENED TO SHEATHING WITH Z-CLIP

FLEXIBLE MEMBRANE FLASHING

1/2" REVEAL ROWLOCK BRICK

FLEXIBLE MEMBRANE FLASHING OVER BUILT UP ROOFING BUILT UP ROOF LAYERS

THROUGH WALL FLASHING

4" METAL STUD PARAPET FRAMING

2" TAPERED RIGID INSULATION 2" RIGID INSULATION

3/4" EXTERIOR SHEATHING

1 1/2" METAL DECKING

T.0. 2ND FLR SLAB 114' - 8" FINISH FLOORING 4" CONCRETE SLAB 1 1/2" METAL DECKING 6"X6" STEEL ANGLE 1/2" CONTINUOUS STEEL PLATE

Consultant Address Address Phone Fax e-mail

PARAPET COPING WOOD NAILER SILL 3/4" EXTERIOR SHEATHING FLEXIBLE MEMBRANE FLASHING 6" BATT INSULATION MOISTURE BARRIER 6" METAL STUD

VERSA WALL ANCHOR JOINT FASTENED TO Z-CLIP

BUILT UP ROOFING LAYERS 2" TAPERED RIGID INSULATION (R-10)

3/4" EXTERIOR SHEATHING

2" RIGID INSULATION (R-10) 2" VERSA WALL PANEL (R-14)

1/2" METAL ROOF DECKING

MOISTURE BARRIER 7/8" FURRING CHANNEL 2" VERSA PANEL (R-14) VERSA PANEL ANCHOR JOINT FASTENED TO SHEATHING WITH Z-CLIP

2" RIGID INSULATION (R-10)

7/8" FURRING CHANNEL

2" AIR SPACE

4" METAL STUD PARAPET FRAMING MOISTURE BARRIER VERSA WALL ANCHOR JOINT FASTENED TO Z-CLIP

MOISTURE BARRIER GIRDER TO STUD CONNECTION

BEAM TO GIRDER BOLTED CONNECTION

T.O. STEEL 129' - 4"

SEALANT

6"X6" ANGLE TO SUPPORT ROOF

VERSA PANEL ANCHOR JOINT FASTENED TO Z-CLIP @ 3' VERT. 6" METAL STUD @ 16" O.C.

1/2" CONTINUOUS PLATE BEAM TO GIRDER BOLTED CONNECTION

7/8" FURRING CHANNEL

W18 BEAM

3/4" EXTERIOR SHEATHING 2" INSULATED VERSA PANEL (R-14)

W18 GIRDER

0' - 3 1/2"

2"

2" 1/2"

6"

WOOD SILL FLASHING SEALANT

W16 STEEL GIRDER 8"X8" HSS STEEL COLUMN

2 1/4" X 7" ANODIZED ALUMINUM KAWNEER 1600 CURTAIN WALL

VAPOR BARRIER 6" METAL STUD

5/8" 2"

T.O. STEEL 129' - 4"

W16 STEEL BEAM

6"X6" STEEL ANGLE TO SUPPORT ROOF 1/2" CONTINUOUS STEEL PLATE

14 3/4"

2" RIGID INSULATION (R-10) STUD FASTENED TO BEAM BEAM TO GIRDER BOLTED CONNECTION

8"X8" HSS COLUMN

STUD TO GIRDER CONNECTION 2" 7/8" 3/4"

T.O. STEEL 129' - 4"

1 1/2" 2"

BRICK VENEER

T.O. STEEL 129' - 4"

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

1" SPANDREL GLASS 3 1/4" METAL STUD

6"

W18 STEEL BEAM W18 STEEL GIRDER

3

STUD WALL AT PARAPET 1 1/2" = 1'-0"

1

SECOND FLOOR CONNECTION 1 1/2" = 1'-0"

2

CURTAIN WALL AT PARAPET 1 1/2" = 1'-0"

A3 4"

7 1/2"

7 1/2"

1" TINTED INSULATED GLASS 5 1/8"

1" 1 3/8"

2 1/2" X 7 1/2" ANODIZED ALUMINIUM MULLION 1" TINTED INSULATED GLASS 3/4" EXTERIOR SHEATHING FLASHING FASTENED TO SHEATHING BUILT UP ROOF OVERLAPPING FLASHING

2 1/2" x 7 1/2" ANODIZED ALUMINIUM MULLION

TAPERED RIGID INSULATION

3 5/8" RIGID INSULATION (R-15)

2" RIGID INSULATION (R-10) MOISTURE BARRIER

8" X 8" HSS STEEL COLUMN

1 5/8" METAL STUD 2 1/2" X 7 1/2" ANODIZED ALUMINIUM MULLION 1" TINTED INSULATED GLASS

FLEXIBLE FLASHING OVERLAPPING BUILT UP ROOFING TAPERED RIGID INSULATION 2" RIGID INSULATION (R-10)

3 1/2"

1 5/8"

3 1/2"

1 1/2" METAL DECKING

1 1/2" METAL DECKING W8 BEAM 1 5/8" METAL STUD 7/8" FURRING CHANNEL 5/8" GYPSUM CEILING BOARD

1/2" CONTINUOUS STEEL PLATE W8 BEAM W8 BEAM BEAM TO GIRDER BOLTED CONNECTION 1 5/8" METAL STUD 7/8" FURRING CHANNEL 5/8" GYPSUM CEILING BOARD

T.O. 1ST FLR SLAB 100' - 0"

(2) 3/4" PRESSURE TREATED WOOD SEALANT

1" VERSA PANEL 1" Z-CLIP CHANNEL

SLOPED CONCRETE SLAB TO SHED WATER

2 1/2" METAL STUD 3/4" EXTERIOR SHEATHING

1 5/8" 3/4"

1 1/2" 2"

BEAM TO COLUMN WELDED CONNECTION

FLEXIBLE MEMBRANE FLASHING

BUILT UP ROOF LAYERS

1 5/8" STUD

SEALANT

CURB METAL COPING

2 1/2" BATT INSULATION 3/4" EXTERIOR SHEATHING WOOD SILL 3"X3" ANGLE TO SUPPORT ROOF W8 BEAM CANTILEVERED 2" RIGID INSULATION (R-10)

2"X 24" PERIMETER RIGID INSULATION

2" TO 4" FINE AGGREGATE ON 4" TO 6" COURSE AGGREGATE

2" TO 4" FINE AGGREGATE ON 4" TO 6" COURSE AGGREGATE

8"X8"X16" CMU BLOCKS

NJP OFFICE BUILDING

3'-0" x 4'-0" COLUMN FOOTING 16" X 22" GRADE BEAM

2 1/2" X 7 1/2" ANODIZED ALUMINIUM MULLION RIGID INSULATION 2"X8" PRESSURE TREATED WOOD

Location: New York, NY

1ST FLR CEILING 110' - 0" 1/4" SEALANT AND BACKER ROD 2 1/2" X 7 1/2" ANODIZED ALUMINIUM MULLION 1" TINTED INSULATED GLASS

SECTION DETAILS 000362664 4/27/2010

Project number Date

6

CURTAIN WALL TO VESTIBULE ROOF 1 1/2" = 1'-0"

4

ROOF AT VESTIBULE 1 1/2" = 1'-0"

5

FOUNDATION AT CURTAIN WALL 1 1/2" = 1'-0"

Drawn by Checked by

NIK PRUCNAL TAREK HASSAN

A 11 Scale

1 1/2" = 1'-0"

3/17/2011 1:19:51 PM

BUILDING SYSTEMS 2


SEAL

DANIEL & SANDRA DAUBENMEYER LEGACY OAKS RESIDENCE 789 SILVERTHORNE BEND, FARMINGTON HILLS, MI

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

S 00째41'53" W 75' - 0"

Consultant Address Address Phone Fax e-mail

2' - 0"

20' - 0"

889

890

8' - 0"

SET BACK PERIMETER

DECK

891 891

KEY PLAN

10' - 0"

892 15' - 0"

892

TWO STORY RESIDENCE 894

895 896

895

12 MILE ROAD

LOT # 20

COVERED PORCH

HAGGERTY

6' - 3"

25' - 0"

898

C.J. 7' - 6"

899 3' - 1" 5' - 0"

C.J. 5'-0"

COMMUNITY SIDE WALK 4' - 7"

Description

ARCHITECTURE & DESIGN

PROPOSED GRADE LINES EXISTING GRADE LINES BUILDING FOOTPRINT SETBACK LINES PROPERTY LINE EASEMENT

DANIEL & SANDRA DAUBENMEYER RESIDENCE 789 SILVERTHORNE BEND

N 00째41'53" E

Lot # 20

SITE PLAN 1" = 10'-0"

SILVER THORNE BEND

NIK PRUCNAL

N

STREET CENTER LINE

N

28' - 0"

BUILDING NORTH

1

Date

897

WALKWAY

29' - 10"

No.

896

C.J. 5' - 0" 15' - 0"

Consultant Address Address Phone Fax e-mail

BUILDING FFE: 100'0" = 899'-0"

LEGEND

10' - 4"

4' - 0" 4' - 0"

897

CONCRETE DRIVEWAY

SILVERTHORNE BEND

S 89째18'07" E

893

894

120' - 0"

S 89째18'07" E

893

DRAWING SCHEDULE A2.1 - BASEMENT PLAN A2.2 - FIRST FLOOR PLAN A2.3 - SECOND FLOOR PLAN A3.1 - NORTH AND SOUTH ELEVATION A3.2 - EAST AND WEST ELEVATION A4.1 - BUILDING SECTION NORTH - SOUTH A4.2 - BUILDING SECTION EAST - WEST A5 - WALL SECTIONS A6 - DETAILS A7.1 - KITCHEN ELEVATIONS A7.2 - INTERIOR ELEVATIONS

TITLE SHEET 000362664 12/16/09 NIK PRUCNAL Checker

Project number Date Drawn by Checked by

A-1

TRUE NORTH Scale

1" = 10'-0"

3/29/2012 11:28:08 PM

UTILITIES EASEMENT


SEAL

A-3.1 2

49' - 8" 28' - 4"

4' - 0"

3' - 2"

7' - 0"

3' - 2"

4' - 0"

www.autodesk.com/revit 1' - 10"

3' - 0" 0' - 6" 3' - 0" 14' - 2"

3' - 0" 0' - 6" 3' - 0" DIMENSIONS TO COLUMN

13' - 8"

0' - 6" Consultant Address Address Phone Fax e-mail

1' - 0"

3' - 6"

12' - 10"

3' - 6"

23' - 9 1/2"

A-5

13' - 5"

4' - 5 1/2"

5' - 4" 3' - 0" 0' - 6" 3' - 0" 0' - 8"

7' - 1"

6'

8"

-8

"

6'

4" CONC FLOOR 6 X 6 / W1.4 X W 1.4 6 MIL PLASTIC VAPOR BARRIER

2

BEAM POCKET

14' - 4"

14' - 4"

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

21' - 0"

UP

3 1/2" STD STEEL COLUMN

0' - 8"

Description

Date

46' - 9"

2 x 12 @ 16" O.C.

7' - 4 1/2"

56' - 0 1/2"

2'-0" X 2'-0" X 1'-0" FOOTING

2 x 10 @ 16" O.C.

1

38' - 5"

2 x 10 @ 16" O.C.

11' - 10"

2

19' - 4"

A-3.2

23' - 9 1/2"

No.

A-3.2

1 A-4.2

1' - 4"

13' - 2"

BEAM POCKET

2' - 3"

ARCHITECTURE & DESIGN

-0

DANIEL & SANDRA DAUBENMEYER RESIDENCE

"

14' - 5 1/2"

3'

2' - 0"

21' - 8 1/2"

UNEXCAVATED GARAGE

N

1 A-4.1

789 SILVERTHORNE BEND Lot # 20

22' - 0"

9' - 10"

2' - 4"

6' - 1 1/2"

NIK PRUCNAL

2' - 4"

49' - 5 1/2"

BASEMENT PLAN

1 A-3.1

000362664 12/16/09 NIK PRUCNAL Checker

Project number

1

BASEMENT FLOOR 1/4" = 1'-0"

Date Drawn by Checked by

A-2.1 Scale

1/4" = 1'-0"

3/29/2012 11:28:10 PM

6' - 11"


SEAL

A-3.1 2

49' - 8" 28' - 4" 2' - 8"

7' - 0"

3' - 2"

4' - 0"

0' - 6"

0' - 11"

EQ

" -8 6'

1' - 1"

EQ

10' - 6 1/2"

7' - 1"

5' - 9" 2' - 2 1/2" W RD HA

5' - 5"

CERAMIC TILE

4' - 6"

D OO

HARDWOOD

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

9' - 11"

7' - 3"

1' - 8" 1' - 10"

7' - 4 1/2"

TILE PATTERN

HARDWOOD

7' - 0"

BATH

3' - 2"

2' - 1 1/2"

2'-6" x 6'-8" x 2" H.C. WD

TILE

PANTRY

9' - 2"

DN

8 T @ 10" = 6'-8"

1

A-3.2

1 A-4.2

BUILT IN SHELVING

SHELVING

5' - 3"

UP

4' - 3"

3'-0" x 6'-8" x 2" H.C. WD

3'-0" x 6'-8" x 2" H.C. WD

9' - 8"

10' - 2"

MIRROR

7' - 0"

LAUNDRY

3'-0" x 7'-0" x 2" H.C. WD

5' - 7 1/2"

4' - 1"

Date

9' - 11"

REF.

W

Description

2 X 12 @ 16" O.C

38' - 5"

1' - 9"

1' - 9"

D

7' - 0"

DIMENSIONS TO COLUMN CL 13' - 5"

23' - 11"

11' - 5 1/2"

2' - 2"

OVEN

4' - 2"

56' - 10"

3'-0" x 6'-8" x 2" Glass E

5' - 11"

2' - 8 1/2"

HARDWOOD

2' - 2"

-1

1/ 2

EQ

EQ

"

3'

6' - 4"

14' - 3"

COVERED PORCH

20' - 8 1/2"

-1

DANIEL & SANDRA DAUBENMEYER RESIDENCE

2' - 0"

EQ

2" 1/

8' - 3"

2' - 0"

EQ 3'

10' - 10"

ARCHITECTURE & DESIGN

3 A-6

FLOOR SLOPE

GARAGE

10' - 1"

OFFICE

9' - 5"

FOYER 3'-0" x 7'-0" x 2" H.C. WD W / SIDE LIGHTS

10' - 7"

5'-0" x 7'-0" x 1 1/2" H.C. BIFOLD WD

CL 1'-10" x 6'-9"

6' - 6 1/2"

1 A-6

14' - 6 1/2"

A-7.2

4" STEP - CARBON MONOXIDE BARRIER

21' - 0"

20' - 5" WOOD RAILING

STEP

TYPE X FIRE CODE GYPSUM BOARD THROUGHOUT GARAGE

COLUMN

2' - 8" 4' - 0"

2' - 8"

PORCH ROOF SUPPORT COLUMNS

1' - 1 1/2"

N

789 SILVERTHORNE BEND Lot # 20

3' - 6" 6' - 11"

3' - 6"

7' - 7 1/2"

5' - 8 1/2"

22' - 2 1/2"

3' - 4"

9' - 0 1/2"

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

3' - 4 1/2"

6' - 8 1/2"

NIK PRUCNAL

2' - 5"

49' - 8" 1 1

A-4.1

1st FLOOR PLAN

A-3.1

1

1ST FLOOR 1/4" = 1'-0"

000362664 12/16/09 NIK PRUCNAL

Project number Date Drawn by Checked by

A-2.2 Scale

1/4" = 1'-0"

3/29/2012 11:28:12 PM

2

21' - 5"

A-3.2

19' - 9 1/2"

No.

2 X 10 @ 16" O.C

B

KITCHEN

A-7.2

OPEN DINING

1' - 6"

A-7.1

A

Consultant Address Address Phone Fax e-mail

F

ET RP CA

15' - 1"

4' - 2"

E

Consultant Address Address Phone Fax e-mail

LIVING ROOM

3'-0" x 7'-0" x 2" GLASS

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

13' - 5"

A-7.1

A A-7.2

3' - 2"

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

C

Consultant Address Address Phone Fax e-mail

19' - 9 1/2"

TILE PATTERN

D

EQ

ISLAND W/ BAR SEATING

5' - 0 1/2"

HARDWOOD PATTERN

8"

A-5

Consultant Address Address Phone Fax e-mail

6'

---

2

EQ

FIREPLACE

-

DECK

DW

www.autodesk.com/revit

1' - 8"

1' - 0"

13' - 8"

3' - 2" 1' - 8"

56' - 10"

14' - 2"

4' - 7 1/2"

5' - 4"

3' - 6"

3' - 4"

DIMENSIONS TO COLUMN

4' - 0" 3' - 6"

1' - 0"

3' - 6"

8' - 1"

5' - 11"

5' - 11 1/2"


A-3.1

SEAL

2

49' - 8" 4' - 0"

3' - 6"

8' - 9"

3' - 6"

4' - 3 1/2"

4' - 0"

3' - 2"

7' - 0"

3' - 2"

1' - 8"

4' - 0"

EQ

-8 EQ

EQ

5' - 4"

6'

8"

Consultant Address Address Phone Fax e-mail

4' - 0 1/2"

2' - 3"

11' - 6" 3'-0" x 6'-8" x 2" H.C. WD

Date

46' - 9" 38' - 5"

CL

3'-0" x 6'-8" x 2" H.C. WD

5' - 6"

5'-0" x 7'-0" x 1 1/2" H.C. BIFOLD WD

3' - 2 1/2" 14' - 6"

7' - 2"

OPEN TO FOYER BELOW

A-3.2

25' - 5"

2' - 2" GUARD RAIL

1

8 T @ 10" = 6'-8"

1' - 9"

9' - 9"

SHELVING

DN

2' - 0 1/2"

3' - 6"

BATH 6' - 0"

3' - 10 1/2"

3'-0" x 6'-8" x 2" H.C. WD

CERAMIC TILE 6'-0" x 7'-0" x 1 1/2" H.C. BIFOLD WD

11' - 6"

STAIRS

10' - 6"

7' - 0"

B

CARPET

4' - 9"

2' - 0"

WIC C

7' - 0"

3'-0" x 6'-8" x 2" H.C. WD

5' - 8" 4' - 4 1/2"

3' - 1 1/2"

D A-7.2

MST BATH

8' - 6"

GUARD RAIL

3' - 8 1/2"

46' - 9"

23' - 11"

CERAMIC TILE

CARPET

Description

CARPET

2' - 4"

3'-0" x 6'-8" x 2" H.C. WD

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

RECREATION ROOM

No.

12' - 7 1/2"

2' - 7 1/2"

BEDROOM 3

7' - 2 1/2"

10' - 0"

EQ 3'

26' - 8"

1' - 9"

6' - 4"

28' - 4 1/2"

EQ EQ

1/ 2

EQ 3'

"

3' - 5" 9' - 9"

49' - 8"

-1

2' - 0"

2' - 2"

ARCHITECTURE & DESIGN

2' - 0"

EQ 2' - 5"

EQ 6' - 8 1/2"

2' - 5"

-1

2" 1/

N

DANIEL & SANDRA DAUBENMEYER RESIDENCE 789 SILVERTHORNE BEND Lot # 20 NIK PRUCNAL

1

2nd FLOOR PLAN

A-3.1

1

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

000362664 12/16/09 NIK PRUCNAL Checker

Project number Date Drawn by Checked by

A-2.3 Scale

1/4" = 1'-0"

3/29/2012 11:28:14 PM

2

Consultant Address Address Phone Fax e-mail

CL 3' - 6"

6' - 10 1/2"

19' - 9 1/2"

3' - 2 1/2"

11' - 1 1/2"

BEDROOM 2

13' - 3"

MASTER BEDROOM

15' - 0"

13' - 11"

15' - 0"

Consultant Address Address Phone Fax e-mail

9' - 6 1/2"

5' - 2 1/2"

OPEN TO LIVING ROOM BELOW GUARD RAIL

A-3.2

Consultant Address Address Phone Fax e-mail

6'

EQ

"

www.autodesk.com/revit

1' - 8"

5' - 4"

3' - 6"

1' - 0"

4' - 10"

1' - 0"

28' - 4"


1

CHIMNEY FLUE EXTENSION

A-4.1

CHIMNEY CAP CHIMNEY

SEAL

(SEE SOUTH ELEVATION FOR CHIMNEY DIMENSIONS)

TOP OF ROOF PEAK 127' - 8" CONTINUOUS RIDGE VENT

CHIMNEY FLASHING www.autodesk.com/revit

12

ASPHALT SHINGLES

BRICK

9

Consultant Address Address Phone Fax e-mail

0' - 6"

ASPHALT SHINGLES

Consultant Address Address Phone Fax e-mail

12

7' - 9"

8' - 3"

7.5

1"/12" SLOPE SHED WATER

WOOD FINISH TRIM

ASPHALT SHINGLES

7' - 1 1/2"

8' - 10 1/2"

LIMESTONE QUOINING

WOOD RAILING

2' - 10 1/2"

BRICK

LIMESTONE COVER WITH GALVANIZED STEEL POST

Consultant Address Address Phone Fax e-mail

2ND FLOOR 110' - 0"

Consultant Address Address Phone Fax e-mail

LIMESTONE QUOINING AS SUPPORT COLUMN FOR PORCH ROOF WOODEN RAILING

No.

Description

Date

1ST FLOOR 100' - 0"

GRADE GARAGE FOUNDATION

PORCH FOUNDATION

1

CHIMNEY FLUE EXTENSION

A-5

PERFORATED DRAIN PIPE

BASEMENT FLOOR 90' - 0" SOUTH ELEVATION 1 1/4" = 1'-0"

2' - 4"

5' - 10"

1' - 6" 2' - 0"

COLUMN FOOTING CHIMNEY CAP

CHIMNEY

BRICK PAVER PORCH

TOP OF ROOF PEAK 127' - 8"

CHIMNEY FLASHING

CONTINUOUS RIDGE VENT 12

ASPHALT SHINGLES

9

ARCHITECTURE & DESIGN BRICK

8' - 3"

7' - 9"

WOOD FINISH WINDOW TRIM

DANIEL & SANDRA DAUBENMEYER RESIDENCE

BRICK 2ND FLOOR 110' - 0"

789 SILVERTHORNE BEND

LIMESTONE QUOINING

Lot # 20

WOODEN RAILING

NIK PRUCNAL

3' - 0"

WOOD DECK GRADE

NORTH & SOUTH ELEVATIONS

LIMESTONE COVERING WITH GALVANIZED STEEL POST

LOWER GRADE

Date

FOUNDATION

Drawn by

COLUMN FOOTING

Checked by

BASEMENT FLOOR 90' - 0" 2

000362664 12/16/09 NIK PRUCNAL Checker

Project number

LOWER GRADE

NORTH ELEVATION 1/4" = 1'-0"

A-3.1 Scale

1/4" = 1'-0"

3/29/2012 11:28:18 PM

1ST FLOOR 100' - 0"

GRADE


FLUE EXTENTION 1

CHIMNEY CAP

A-4.2

SEAL

TOP OF ROOF PEAK 127' - 8" CONTINUOUS RIDGE VENT CHIMNEY FLASHING ASPHALT SHINGLES

www.autodesk.com/revit

GUTTER 12 8

1' - 9" 1' - 1 1/2"

7' - 9"

8' - 3"

Consultant Address Address Phone Fax e-mail

ASPHALT SHINGLES

Consultant Address Address Phone Fax e-mail

PAINTED WEATHER PROOF WOOD TRIM 2ND FLOOR 110' - 0"

13' - 9 1/2"

12

Consultant Address Address Phone Fax e-mail

3' - 0" 0' - 4" 3' - 0"

3

BRICK LIMESTONE QUOINING

Consultant Address Address Phone Fax e-mail

6' - 0"

WOOD RAILING

GRADE 1ST FLOOR 100' - 0" STEP UP TO PORCH

No.

Description

Date

PORCH FOUNDATION SLOPE OF GRADE GRADE FOUNDATION STEPPED BRICK LEDGE BELOW GRADE

CHIMNEY FOUNDATION BASEMENT FLOOR 90' - 0"

CHIMNEY FLUE EXTENSION CHIMNEY CAP 1

EAST ELEVATION 1/4" = 1'-0" 1 A-4.2

TOP OF ROOF PEAK 127' - 8"

CHIMNEY FLASHING

CONTINUOUS RIDGE VENT ASPHALT SHINGLES

12 8

ARCHITECTURE & DESIGN

12 9

DANIEL & SANDRA DAUBENMEYER RESIDENCE

7' - 9"

CHIMNEY ASPHALT SHINGLES

1' - 1 1/2"

WOOD FINISH WINDOW TRIM

LIMESTONE QUOINING

2ND FLOOR 110' - 0"

789 SILVERTHORNE BEND

LIMESTONE QUOINING

4' - 6"

WOODEN RAILING

10' - 2"

GARAGE FOUNDATION

LIMESTONE COVERING WITH GALVANIZED STEEL POST

STEPPED BRICK LEDGE BELOW GRADE

2

WEST ELEVATION 1/4" = 1'-0"

3' - 6"

EAST & WEST ELEVATIONS

GRADE QUOINING FOOTING

000362664 12/16/09 NIK PRUCNAL Checker

Project number

SLOPE OF GRADE COLUMN FOOTING

NIK PRUCNAL

1ST FLOOR 100' - 0"

10' - 0"

WOOD DECK

8' - 8"

1' - 0"

Lot # 20

Date

FOUNDATION

Drawn by

BASEMENT FLOOR 90' - 0"

Checked by

A-3.2 Scale

1/4" = 1'-0"

3/29/2012 11:28:21 PM

BRICK


SEAL CHIMNEY FLUE EXTENSION

www.autodesk.com/revit

CHIMNEY CAP Consultant Address Address Phone Fax e-mail

TOP OF ROOF PEAK 127' - 8" 12

CHIMNEY FLASHING

CONTINUOUS RIDGE VENT

Consultant Address Address Phone Fax e-mail

PRE ENG. WOOD TRUSSES @ 24" O.C. VENT SPACE 1/150

Consultant Address Address Phone Fax e-mail

8

ASPHALT SHINGLES ROOFING FELT LAYER 3/4" EXT. PLYWOOD SHEATHING 1 1/2" AIR SPACE PRE ENGINEERED TRUSS @ 24" O.C" 1/2" GYPSUM BOARD

SCISSOR TRUSSES FOR VAULTED CEILING PRE ENGINEERED TRUSS

Consultant Address Address Phone Fax e-mail

12 8

END OF VAULT

ROOF INSULATION

2ND FLOOR CEILING 119' - 0"

No.

Date

PORCH ROOF ASPHALT SHINGLES ROOFING FELT 3/4" EXT PLYWOOD 2 x 4 TRUSS JOISTS @ 24" O.C.

1 1/2" X 4" WOOD BALCONY RAILING

RECREATION ROOM

2ND FLOOR 110' - 0"

12

DOUBLE JOIST HEADER 3 1/2" BRICK 1" AIRSPACE HOUSE WRAP 3/4" PLYWOOD SHEATHING 2" x 4" STUDS @ 16" O.C. 1/2" GYPSUM BOARD

Description

3

9' - 0"

CARPET 1/2" PLYWOOD SUBFLOOR 2" x 10" @ 16" O.C. 1/2" GYP. BD

ARCHITECTURE & DESIGN

LIVING ROOM FOYER HARDWOOD

1ST FLOOR 100' - 0" CARPET 1/2" PLYWOOD SUBFLOOR 2" x 10" @ 16" O.C.

SILL PLATE

BRICK PAVER ON GRAVEL

BRICK VENEER OVER CONCRETE BLOCK

EXPANSION JOINT AT EXT/INT ENTRY 16" X 8" PORCH TRENCH FOOTING

8' - 9"

GRADE CONCRETE WALL BELOW GRADE BACKFILL

4" CONCRETE SLAB 6 MIL VAPOR BARRIER ON 6" SAND/GRAVEL

BASEMENT

FULL BASEMENT HEIGHT 8" CONCRETE LOAD BEARING WALL

789 SILVERTHORNE BEND Lot # 20

WATERPROOFING TO GRADE PERFORATED DRAIN PIPE

NIK PRUCNAL

GRAVEL W FILTER FABRIC PERFORATED DRAIN PIPE 16" x 8" FOOTING W/ REBAR

6" SAND & GRAVEL LAYER

BASEMENT FLOOR 90' - 0"

BUILDING SECTION NORTH - SOUTH 000362664 12/16/09 NIK PRUCNAL Checker

Project number Date

BUILDING SECTION NORTH-SOUTH 1 3/8" = 1'-0"

Drawn by Checked by

A-4.1 Scale

3/8" = 1'-0"

3/29/2012 11:28:23 PM

FIREPLACE

DANIEL & SANDRA DAUBENMEYER RESIDENCE


SEAL www.autodesk.com/revit

PRE ENG. WOOD TRUSSES @ 24" O.C.

CONTINUOUS RIDGE VENT VENT SPACE 1/150

Consultant Address Address Phone Fax e-mail

CONTINUOUS RIDGE VENT TOP OF ROOF PEAK 127' - 8"

Consultant Address Address Phone Fax e-mail

ALUMINUM GUTTER 1 X 6 WOOD FASCIA 1 X 8 WOOD SOFFIT BLOCKING 4" CONT. PERFORATED SOFFIT VENT WD CROWN MOLDINGS

12 9

ASPHALT SHINGLES ROOFING FELT LAYER 3/4" EXT. PLYWOOD SHEATHING 1 1/2" AIR SPACE 16" TRUSS JOISTS @ 24" O.C" 1/2" GYPSUM BOARD

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

2ND FLOOR CEILING 119' - 0"

No.

Description

Date

1' - 0"

WIC

BATH 2' - 9"

MST BATH

CARPET / WOOD FINISH FLOOR 5/8" PARTICAL BOARD 1/2" PLYWOOD SUBFLOOR 2" x 10" @ 16" O.C. 1/2" GYPSUM BOARD

2 X 4 WOOD WEATHER RESISTANT RAILING

PANTRY 3' - 0"

GRADE

1/2" GYPSUM BOARD 2 x 4 STUD @ 16" O.C. 1/2" GYPSUM BOARD

BATH

9R @ 6.5" = 5'-0"

3 1/2" BRICK 1" AIRSPACE HOUSE WRAP 3/4" PLYWOOD SHEATHING 2" x 4" STUDS @ 16" O.C. 1/2" GYPSUM BOARD

9R @ 6.5" = 5'-0"

2ND FLOOR 110' - 0"

LAUNDRY

STAIRWAY FRAMING FOUNDATION WATERPROOFING TO GRADE LOAD BEARING WALL 8" CONCRETE

RIM JOIST ON TOP PLATE BRICK VENEER OVER CONCRETE BLOCK

8T @ 10" = 6' 10"

ARCHITECTURE & DESIGN

1ST FLOOR 100' - 0" RIM JOIST TOP PLATE

TOP PLATES W8X21 STEEL BEAMS

BRICK VENEER OVER CONCRETE BLOCKS GRADE

BACKFILL BACKFILL STEEL COLUMN FLOOR SUPPORTS

789 SILVERTHORNE BEND

UNDISTURBED EARTH

UNDISTURBED EARTH

FILTER FABRIC W/ GRAVEL DRAINAGE BED

DANIEL & SANDRA DAUBENMEYER RESIDENCE

4" CONCRETE SLAB 6 MIL VAPOR BARRIER ON 6" SAND/GRAVEL

Lot # 20

FABRIC FILTER W/ GRAVEL DRAINAGE BED PERFORATED DRAINAGE PIPE

BASEMENT

PERFORATED DRAIN PIPE

NIK PRUCNAL

BASEMENT FLOOR 90' - 0"

2' X 2' CONCRETE COLUMN FOOTINGS 6 MIL VAPOR BARRIER BELOW SLAB

SAND GRAVEL LAYER

BUILDING SECTION EAST - WEST 1

BUILDING SECTION EAST WEST 3/8" = 1'-0"

000362664 12/16/09 NIK PRUCNAL Checker

Project number Date Drawn by Checked by

A-4.2 Scale

3/8" = 1'-0"

3/29/2012 11:28:25 PM

16" X 8" FOOTING W/ REBAR


CONTINUOUS RIDGE VENT TOP OF ROOF PEAK 127' - 8"

SEAL

3/4" ASPHALT SHINGLE ROOFING FELT 1" PLYWOOD ROOF SHEATHING 3/4" ASPHALT SHINGLES ROOFING FELT 1" PLYWOOD ROOF SHEATHING PRE ENGINEERED ROOF TRUSS @ 24" O.C. W/ INSULATION 1 1/2" AIR SPACE 1/2" GYP. BD.

www.autodesk.com/revit PRE ENGINEERED ROOF TRUSS @ 24" O.C. WITH INSULATION

SUPPORT HANGER BLOCKING METAL DRIP EDGE

STANDARD MODULAR BRICK W/ CONCAVE MORTAR JOINTS

2 A-6

Consultant Address Address Phone Fax e-mail

2ND FLOOR CEILING 119' - 0"

ALUMINUM GUTTER 1 X 6 FACIA BD

2ND FLOOR CEILING 119' - 0"

1 X 12 SOFFIT BD.

Consultant Address Address Phone Fax e-mail

DOUBLE TOP PLATE DOUBLE 2 X 6 WINDOW HEADER

CONTINUOUS SOFFIT VENT

DOUBLE 2 X 6 WINDOW HEADER

4 A-6

Consultant Address Address Phone Fax e-mail

CROWN MOLDING

Consultant Address Address Phone Fax e-mail

WINDOW SILL PLATE MODULAR BRICK W/ CONCAVE MORTAR JOINT SOLE PLATE

3/4" CARPET 3/4" SUBFLOOR 2 X 10 FLOOR JOIST 1/2" GYP BD.

WINDOW SILL PLATE

No.

Description

Date

2ND FLOOR 110' - 0"

FLOOR JOIST HEADER W/ INSULATION AT EXTERIOR WALL

SOLE PLATE

DOUBLE TOP PLATE

2ND FLOOR 110' - 0"

3 1/2" BRICK 1 1/2" AIR SPACE VAPOR BARRIER 3/4" EXT SHEATHING 2 X 4 STUDS @ 16" O.C. INSULATION 1/2" GYP BD

FLOOR JOIST HEADER DOUBLE TOP PLATE EXTERIOR WALL 3 1/2" BRICK 1" AIR SPACE HOUSE WRAP 3/4" EXT PLYWOOD SHEATHING 2 X 4 STUDS @ 16" O.C. INSULATION 1/2" GYP BD.

36 X 84 X 1 1/2" GLASS DOOR W/ WOOD TRIM

36 X 84 X 1 3/4" WOOD FRONT DOOR WITH SIDE LIGHTS

2 X 10 DECKING JOISTS

3/4" HARDWOOD 3/4" SUBFLOOR 2 X 10 FLOOR JOIST 1ST FLOOR 100' - 0"

3/4" CERAMIC TILE 3/4" SUBFLOORING 2 X 10 JOISTS

DECK RIM JOIST 1ST FLOOR 100' - 0"

2 X 6 TREATED TOP PLATE

EXPANSION JOINT AT EXT./INT. TRANSITION

BRICK VENEER

FLOOR JOIST HEADER AT EXTERIOR WALL W/ INSULATION

6" SAND & GRAVEL LAYER

WINDOW SILL PLATE

GRADE

CONCRETE BLOCK

8" CONCRETE FOUNDATION WALL

WATER PROOFING TO GRADE

FOUNDATION WALL FOOTING CONECTION W/ ANCHOR BOLT

WATERPROOFING TO GRADE

BACKFILL

BACKFILL

4" CONCRETE SLAB ON 6 MIL VAPOR BARRIR

DOUBLE 2 X 6 WINDOW HEADER

BRICK PAVER PORCH ON GRAVEL EXPANSION JOINT AT EXT./INT. TRANSITION

KEY ANCHOR BOLT FOUNDATION WALLS TO FOOTING

RIM JOIST W/ INSULATION AT EXTERIOR WALL ON TOP PLATE

FILTER FABRIC W/ GRAVEL DRAINAGE BED

UNDISTURBED SOIL

PERFORATED DRAIN PIPE

FILTER FABRIC W/ GRAVEL DRAINAGE BED

ARCHITECTURE & DESIGN

DANIEL & SANDRA DAUBENMEYER RESIDENCE 789 SILVERTHORNE BEND Lot # 20

4" CONCRETE SLAB 6 MIL VAPOR BARRIER

NIK PRUCNAL

BASEMENT FLOOR 90' - 0" 6" SAND & GRAVEL LAYER

COMPACTED SOIL

WALL SECTIONS

BASEMENT FLOOR 90' - 0" PERFORATED DRAIN PIPE

COMPACTED SOIL

000362664 12/16/09 NIK PRUCNAL Checker

Project number Date

FRONT DOOR WALL SECTION 1 1/2" = 1'-0"

Drawn by

2

DECK DOOR WALL SECTION 1/2" = 1'-0"

Checked by

A-5 Scale

1/2" = 1'-0"

3/29/2012 11:28:26 PM

DOUBLE 2 X 8 DOOR HEADER

DOUBLE 2 X 8 DOOR HEADER


SEAL www.autodesk.com/revit

3/4" EXT WOOD SHEATHING VAPOR BARRIER BETWEEN AIR SPACE & EXT. WOOD SHEATHING

LAUNDRY ROOM OCCUPIED SPACE

Consultant Address Address Phone Fax e-mail

3/4" ASPHALT SHINGLES ROOFING FELT 1" PLYWOOD ROOF SHEATHING

1/2" GYP BD. 2 X 4 STUDS @ 16" O.C.

1" AIR SPACE

Consultant Address Address Phone Fax e-mail

PRE ENGINEERED TRUSS @ 24" O.C. WITH INSULATION AND 1 1/2" AIR SPACE SUPPORT HANGER METAL DRIP EDGE BLOCKING BRICK

2 X 4 STUDS @ 16" O.C.

ALUMINUM GUTTER EXTERIOR WALL BRICK 1" AIR SPACE VAPOR BARRIER 3/4" EXT PLYWOOD SHEATHING 2 X 4 STUDS @ 16" O.C. INSULATION 1/2" GYP. BD.

1 X 6 FASCIA BOARD GARAGE UNOCCUPIED SPACE GARAGE DOOR FRAMING

Consultant Address Address Phone Fax e-mail

DOUBLE TOP PLATE

1 X 12 SOFFIT BOARD

4" CARBON MONOXIDE STEP CONTINUOUS SOFFIT VENT

GARAGE DOOR OPENING

Consultant Address Address Phone Fax e-mail

No.

Description

Date

CROWN MOLDING

GARAGE DETAIL 1 1/2" = 1'-0"

2

SIDELIGHT WINDOW W/ LOW-E COATING DOOR WINDOW CASING

EXTERIOR OVERHANG DETAIL 1 1/2" = 1'-0"

DOUBLE TOP PLATE

ARCHITECTURE & DESIGN

PAINT ON GYP. BD.

DANIEL & SANDRA DAUBENMEYER RESIDENCE

FINISH TRIM CASING 2 X 4 STUDS SIDELIGHT FRAMING

DOUBLE 2 X 6 WINDOW HEADER

1/2" GYP. BD. FINISH TRIM CASING

WEATHER BARRIER

2 X 4 STUDS @ 16" O.C. W/ INSULATION FINISH TRIM CASING

WINDOW FRAME

VAPOR BARRIER

WINDOW HEAD JAMB

HOUSE WRAP OVER FLASHING WINDOW FINISH TRIM CASING

789 SILVERTHORNE BEND

FLASHING

Lot # 20

WINDOW PANES

AIR SPACE

NIK PRUCNAL

BRICK

DETAILS 3

DOOR DETAIL 1 1/2" = 1'-0"

4

WINDOW HEAD DETAIL 1 1/2" = 1'-0"

000362664 12/16/09 NIK PRUCNAL Checker

Project number Date Drawn by Checked by

A-6 Scale

1 1/2" = 1'-0"

3/29/2012 11:28:27 PM

1


SEAL www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail 3' - 6"

2' - 0"

2' - 0"

PAINT ON GYP. BOARD

4' - 0"

3' - 6"

2' - 0"

DARK CHERRYWOOD UPPER CABINET

GYP. CEILING BOARD

DARK CHERRYWOOD CABINETS

Consultant Address Address Phone Fax e-mail

1' - 6"

CORNER CABINET

FOR ADDITIONAL INFORMATION SEE ELEVATION KITCHEN WEST

3' - 6"

CEILING GYP. BOARD 1' - 6"

RECESSED DOWNLIGHTING IN CEILING

RECESSED DOWNLIGHTING WOOD FINISH WINDOW TRIM

CORNER CABINET

Consultant Address Address Phone Fax e-mail

3' - 0"

3' - 0"

CORNER CABINET

DOUBLE SINK

4" BACKSPLASH

1 1/2" COUNTERTOP

2' - 10 1/2"

2' - 2"

0' - 3 1/2"

CERAMIC TILE

2' - 6"

1' - 3"

Description

Date

0' - 4" 1' - 2"

DOOR TO GARAGE

UNDER LIGHTING

2' - 8 1/2"

UNDER LIGHTING

1' - 9"

1' - 3"

2' - 6"

4' - 0"

2' - 6"

1' - 3"

1' - 9"

0' - 3 1/2"

4" BACK SPLASH

2' - 8 1/2"

PANTRY DOOR

STACKED OVENS

0' - 3 1/2"

0' - 6"

REFRIGERATOR

1' - 2"

No.

RAISED BAR SEATING COUNTERTOP

1' - 9"

4' - 0 1/2"

KITCHEN . 1/2" = 1'-0"

B

KITCHEN . 1/2" = 1'-0"

C

KITCHEN 1/2" = 1'-0"

ARCHITECTURE & DESIGN

DARK CHERRYWOOD UPPER CABINETS

GYP. CEILING BOARD

WOOD FINISH WINDOW TRIM

RECESSED DOWNLIGHTING IN CEILING

1' - 0"

1' - 0"

UPPER CABINETS

1' - 9"

1' - 3"

4' - 0"

2' - 0"

ISLAND CABINETS

DISHWASHER

1' - 9"

2' - 0"

CERAMIC TILE

STACKED OVENS

3 1/2" TOE KICK

4' - 0"

3' - 9"

0' - 4" 1' - 2"

REFRIGERATOR

BAR SEATING BEHIND DARK CHERRYWOOD FINISH ON CABINETS

UNDER LIGHTING

Lot # 20

2' - 8 1/2"

DISHWASHER

ISLAND STOVETOP

UNDER LIGHTING

789 SILVERTHORNE BEND

1' - 9"

NIK PRUCNAL

0' - 3 1/2"

2' - 8 1/2"

4" BACKSPLASH

0' - 6"

UNDER LIGHTING

UPPER & LOWER CORNER CABINETS

0' - 4" 1' - 2"

ELEVATED COUNTERTOP FOR BAR SEATING

DANIEL & SANDRA DAUBENMEYER RESIDENCE

KITCHEN ELEVATIONS

CERAMIC TILE

D

KITCHEN . 1/2" = 1'-0"

E

KITCHEN. 1/2" = 1'-0"

000362664 12/16/09 NIK PRUCNAL Checker

Project number Date Drawn by Checked by

A-7.1 Scale

1/2" = 1'-0"

3/29/2012 11:28:30 PM

RECESSED DOWNLIGHTING IN CEILING

1' - 6"

4' - 0"

3' - 0"

GYP. CEILING BOARD

3' - 6"

1' - 6"

1' - 6"

3' - 0"

2' - 0"

0' - 3 1/2"

A


SEAL www.autodesk.com/revit

GYP. CEILING BD. RECESSED DOWNLIGHTING

VAULTED CEILING

1' - 0"

Consultant Address Address Phone Fax e-mail

CEMENT BOARD

GLASS WALL PARTITION WITH GLASS DOOR

LIGHTING FIXTURE

GLASS SHOWER PARTITION WALL

WALL SCONCE

WHITE PAINT ON GYP. BD.

1' OPENING TO ALLOW MOISTURE ESCAPE

Consultant Address Address Phone Fax e-mail

RECESSES DOWNLIGHTING PAINT ON GYP. BD.

LIGHTING FIXTURE

CEMENT BOARD

Consultant Address Address Phone Fax e-mail

PAINT ON GYP. BD.

3' - 2"

RECESSED DOWNLIGHTING

MIRROR

BRICK SHOWER TILE

WOOD BATHROOM CABINETS

2' - 4"

4' - 0"

2' - 0"

0' - 4" 3' PARTITION WALL

0' - 3"

MST BATH 1/2" = 1'-0"

1' - 9"

No.

CERAMIC TILE

Description

Date

SHOWER TILE

CERAMIC TILE

CERAMIC TILE

B

Consultant Address Address Phone Fax e-mail

3' WALL PARTITION

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

SINGLE VANITY CEMENT BOARD

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

4" BACKSPLASH

WOOD WINDOW FINISH TRIM

GLASS SHOWER DOOR

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

SHOWER HEAD WITH HOSE

WOOD WINDOW FINISH TRIM

GLASS SHOWER WALL PARTITION WITH GLASS DOOR

4' - 0"

MIRROR

RECESSED DOWNLIGHTING

C

MST BATH 1/2" = 1'-0"

D

MST BATH 1/2" = 1'-0"

RECESSED DOWN LIGHTING

PAINT ON GYP. BD.

PAINT ON GYP. BD.

PAINT ON GYP. BD.

RECESSED DOWNLIGHTING

PAINT ON GYP. BD.

ARCHITECTURE & DESIGN

STAIRS PAINT ON GYP. BD.

SOLDIER BRICK WALL SCONCE

ENTERTAINMENT UNIT

DANIEL & SANDRA DAUBENMEYER RESIDENCE

BUILT IN WALL UNIT

789 SILVERTHORNE BEND FIREPLACE OPENING CARPET

A

FIREPLACE ELEVATION 1/2" = 1'-0"

Lot # 20

HARDWOOD FLOORING

CARPET E

OFFICE 1/2" = 1'-0"

F

NIK PRUCNAL

LIVING ROOM 1/2" = 1'-0"

INTERIOR ELEVATIONS 000362664 12/16/09 NIK PRUCNAL Checker

Project number Date Drawn by Checked by

A-7.2 Scale

1/2" = 1'-0"

3/29/2012 11:28:32 PM

HEARTH


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