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