HomeMy WebLinkAboutResolution Exhibit A.Existing and Proposed Plans.823 E Dean St10' - 0"10' - 0"
5'
-
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"
5'
-
0
"
5'
-
9
3
/
8
"
6'
-
4
1
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2
"
MAIN LEVEL
1552 SF
2
A-1.05D
1
A-1.05D
WALL N
48' - 3"
WALL M
24' - 0 3/4"
WALL K
9' - 6 3/4"
WALL I
14' - 0 3/4"
DEMO
WALL D
8' - 1"
WALL F
13' - 0 1/2"
4' - 3"3' - 5"
WALL H
24' - 0"
WALL J
2' - 0"
WALL G
14' - 0"
DEMO
WALL E
9' - 7 1/2"
DEMO
WALL C
4' - 0 3/4"
DEMO
WALL A
20' - 0"
Wall Legand
Existing Structure to be Re-
Used
Interior Structure to be Re-
Used
New Structure
Existing Structure Notes
1. Existing Exterior Walls are 2x4 wood framing. 2x4 wood studs are not sufficient for today's structural requirements at exterior walls. 2x4 wood studs
do not meet the Residential Energy code.
-Proposed Re-Use: Lower Level wall furring around foundation perimeter.
(100% of Exterior wood framing reused)
2. Existing Interior walls are 2x4 wood framing.
-Proposed Re-Use: Additional furr-out at Lower Level foundation wall (infill of exist'g window & door locations and for additional height as
needed), blocking as req'd through-out new construction, ceiling furr-downs, and Interior millwork
3. Existing Roof framing is 2x8 wood framing. Current framing does not meet structural snow load requirements. (Pre-1994: 40psf)
-Proposed Re-Use: 2x8s would be doubled up and used as roof framing infill between new structure.
(100% of wood Roof Framing reused)
4. Areas with water damage and mold to be disposed of properly. To be reviewed/approved by COA Building Official
Sheet #:
Copyright 2023 Z-Group Architects, P.C.
Project number:
Construction Date:
Prepared By:
Checked By:
Sheet Name:
Jurisdiction Use:
Seal:
10
/
3
1
/
2
0
2
4
3
:
1
5
:
4
4
P
M
A-1.02D
EXIST'G FLOOR
PLAN
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01234
XX.XX.XX
Author
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No. Description Date
1 Revision 1 Date 1
1/4" = 1'-0"1 Existing Main Level
EXISTING ROOF AREA
1701 SF (TOTAL)
49' - 7"
15' - 4 3/4"
8' - 2 3/4"
25' - 4 3/4"
21' - 4"
4' - 0 3/4"
8' - 3 1/2"
25' - 4"
15' - 4"
7' - 9 1/2"8' - 1"10' - 3 1/2"2' - 0"21' - 5"
Wall Legand
Existing Structure to be Re-
Used
Interior Structure to be Re-
Used
New Structure
Existing Structure Notes
1. Existing Exterior Walls are 2x4 wood framing. 2x4 wood studs are not sufficient for today's structural requirements at exterior walls. 2x4 wood studs
do not meet the Residential Energy code.
-Proposed Re-Use: Lower Level wall furring around foundation perimeter.
(100% of Exterior wood framing reused)
2. Existing Interior walls are 2x4 wood framing.
-Proposed Re-Use: Additional furr-out at Lower Level foundation wall (infill of exist'g window & door locations and for additional height as
needed), blocking as req'd through-out new construction, ceiling furr-downs, and Interior millwork
3. Existing Roof framing is 2x8 wood framing. Current framing does not meet structural snow load requirements. (Pre-1994: 40psf)
-Proposed Re-Use: 2x8s would be doubled up and used as roof framing infill between new structure.
(100% of wood Roof Framing reused)
4. Areas with water damage and mold to be disposed of properly. To be reviewed/approved by COA Building Official
Sheet #:
Copyright 2023 Z-Group Architects, P.C.
Project number:
Construction Date:
Prepared By:
Checked By:
Sheet Name:
Jurisdiction Use:
Seal:
10
/
3
1
/
2
0
2
4
3
:
1
5
:
2
7
P
M
A-1.03D
EXIST'G ROOF
PLAN
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No. Description Date
1/4" = 1'-0"1 Existing Roof Plan
Washer Dryer
UP
A-202
A-201
A-201
1
A-202
1
2
2
1
A-301
A
A
B
B
C
C
D
D
E
E
F
F
1
22
33
44
55
66
14
'
-
3
1
/
4
"
BATH 3
006
BEDROOM 3
008BEDROOM 2
009
BATH 2
011
GYM
012
WELLNESS
015
MECHANICAL
016
CLOSET 3
007
LAUNDRY
003
CLOSET 2
010
BEDROOM 4
004
FAMILY ROOM
001
1
A-302
WALL N
42' - 7 1/2"
WA
L
L
N
5'
-
7
1
/
2
"
WA
L
L
A
20
'
-
0
"
WALL L
1' - 1 1/2"
WALL B
8' - 1"
WALL D
8' - 1"
WALL M
23' - 10 3/8"
WALL I
14' - 3 1/2"
WALL G
6' - 2 3/8"
WALL E
4' - 10 3/8"
WALL K
9' - 6 3/4"
WALL J
2' - 0"
WALL C
4' - 0 3/4"
WALL F
13' - 0 3/4"6' - 3 1/2"
WA
L
L
L
22
'
-
3
1
/
2
"
WA
L
L
G
7'
-
9
5
/
8
"
WA
L
L
M
1
5
/
8
"
WA
L
L
H
2'
-
6
3
/
8
"
WA
L
L
H
16
'
-
9
1
/
8
"
WA
L
L
H
4'
-
8
1
/
2
"
COLD
PLUNGE
BATH 4
013
WET BAR
10' - 0 3/4"9' - 8 7/8"9' - 5 1/4"
44' - 4 1/4"19' - 2 1/8"
44' - 3 1/2"10' - 0 3/4"
Wall Legand
Existing Structure to be Re-
Used
Interior Structure to be Re-
Used
New Structure
Existing Structure Notes
1. Existing Exterior Walls are 2x4 wood framing. 2x4 wood studs are not sufficient for today's structural requirements at exterior walls. 2x4 wood studs
do not meet the Residential Energy code.
-Proposed Re-Use: Lower Level wall furring around foundation perimeter.
(100% of Exterior wood framing reused)
2. Existing Interior walls are 2x4 wood framing.
-Proposed Re-Use: Additional furr-out at Lower Level foundation wall (infill of exist'g window & door locations and for additional height as
needed), blocking as req'd through-out new construction, ceiling furr-downs, and Interior millwork
3. Existing Roof framing is 2x8 wood framing. Current framing does not meet structural snow load requirements. (Pre-1994: 40psf)
-Proposed Re-Use: 2x8s would be doubled up and used as roof framing infill between new structure.
(100% of wood Roof Framing reused)
4. Areas with water damage and mold to be disposed of properly. To be reviewed/approved by COA Building Official
Sheet #:
Copyright 2023 Z-Group Architects, P.C.
Project number:
Construction Date:
Prepared By:
Checked By:
Sheet Name:
Jurisdiction Use:
Seal:
10
/
3
1
/
2
0
2
4
3
:
1
6
:
5
3
P
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A-103
PROPOSED
RE-USE PLAN
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1/4" = 1'-0"1 Lower Level
No. Description Date
1 Revision 1 Date 1
UP
A-202
A-201
A-201
1
A-202
1
2
2
Rear Yard Setback
10' - 0"
1
A-301
A
A
B
B
C
C
D
D
E
E
F
F
11
22
33
44
55
66
5'
-
0
"
5
1
/
4
"
19
'
-
1
0
1
/
2
"
24
'
-
3
"
5
1
/
4
"
Si
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Y
a
r
d
S
e
t
b
a
c
k
10
'
-
0
"
35' - 9 3/8"
4'
-
0
"
7'
-
0
"
8' - 6 3/8"
MUD
004
BREAKFAST
006
GARAGE
017
PANTRY
018
KITCHEN
019
DINING RM.
022
LIVING RM.
023
LOUNGE
024
HALL
025
Fire Place
DJ BENNY P
WET BAR
5'
-
0
"
PWDR
030
7' - 6"
1
A-302
45' - 0"
3' - 3 7/8"
44
'
-
9
"
22' - 6 1/8"
2'
-
0
7
/
8
"
3'
-
7
5
/
8
"
3'
-
1
0
5
/
8
"
9'
-
1
0
5
/
8
"
4'
-
1
3
/
8
"
19
'
-
1
1
1
/
4
"
10
'
-
2
1
/
4
"
14
'
-
0
"
31' - 2 1/2"12' - 0"1' - 1"4' - 3 5/8"4' - 3 3/4"1' - 9 1/2"4' - 9"4' - 7 3/4"5' - 10 3/8"5' - 6 7/8"
14
'
-
1
0
1
/
2
"
4'
-
1
5
/
8
"
14
'
-
3
"
5'
-
1
0
3
/
8
"
Wall Legand
Existing Structure to be Re-
Used
Interior Structure to be Re-
Used
New Structure
Existing Structure Notes
1. Existing Exterior Walls are 2x4 wood framing. 2x4 wood studs are not sufficient for today's structural requirements at exterior walls. 2x4 wood studs
do not meet the Residential Energy code.
-Proposed Re-Use: Lower Level wall furring around foundation perimeter.
(100% of Exterior wood framing reused)
2. Existing Interior walls are 2x4 wood framing.
-Proposed Re-Use: Additional furr-out at Lower Level foundation wall (infill of exist'g window & door locations and for additional height as
needed), blocking as req'd through-out new construction, ceiling furr-downs, and Interior millwork
3. Existing Roof framing is 2x8 wood framing. Current framing does not meet structural snow load requirements. (Pre-1994: 40psf)
-Proposed Re-Use: 2x8s would be doubled up and used as roof framing infill between new structure.
(100% of wood Roof Framing reused)
4. Areas with water damage and mold to be disposed of properly. To be reviewed/approved by COA Building Official
Sheet #:
Copyright 2023 Z-Group Architects, P.C.
Project number:
Construction Date:
Prepared By:
Checked By:
Sheet Name:
Jurisdiction Use:
Seal:
10
/
3
1
/
2
0
2
4
3
:
1
6
:
3
3
P
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A-104
PROPOSED
RE-USE PLAN
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01234
XX.XX.XX
Author
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1/4" = 1'-0"1 Main Level
No. Description Date
1 Revision 1 Date 1
A-202
A-201
A-201
1
A-202
1
2
2
1
A-301
A
A
B
B
C
C
D
D
E
E
F
F
11
22
3
4
5
6
4' - 0"
14' - 0"
13
'
-
4
3
/
8
"
12
'
-
0
"
4'
-
0
1
/
2
"
4'
-
5
1
/
2
"
11' - 11 3/4"
10' - 0"
7'
-
2
"
10' - 0 3/4"
10' - 0"34' - 3 1/2"10' - 0 3/4"9' - 8 7/8"9' - 5 1/4"
7' - 0"
WALK-IN CLOSET
026
PRIMARY BEDROOM
027
PRIMARY BATH
028
NURSERY
029
WINDOW SEAT
12
'
-
6
"
12
'
-
9
5
/
8
"
7'
-
3
"
6'
-
6
"
9
1
/
8
"
12
'
-
2
5
/
8
"
7'
-
4
5
/
8
"
7'
-
0
"
OPEN TO
BELOW
DECK
ROOF BELOW
Infill w/ Exist'g 2x8 Wd. framing
(doubled up)
1208 sf of wood framing
1
A-302
MAIN LEVEL ONE-STORY ROOF FRAMING
Infill w/ Exist'g 2x8 Wd.
framing (doubled up)
650 sf of wood framing
MA
I
N
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V
E
L
O
N
E
-
S
T
O
R
Y
R
O
O
F
F
R
A
M
I
N
G
MAIN LEVEL ONE-STORY ROOF FRAMING
Wall Legand
Existing Structure to be Re-
Used
Interior Structure to be Re-
Used
New Structure
Existing Structure Notes
1. Existing Exterior Walls are 2x4 wood framing. 2x4 wood studs are not sufficient for today's structural requirements at exterior walls. 2x4 wood studs
do not meet the Residential Energy code.
-Proposed Re-Use: Lower Level wall furring around foundation perimeter.
(100% of Exterior wood framing reused)
2. Existing Interior walls are 2x4 wood framing.
-Proposed Re-Use: Additional furr-out at Lower Level foundation wall (infill of exist'g window & door locations and for additional height as
needed), blocking as req'd through-out new construction, ceiling furr-downs, and Interior millwork
3. Existing Roof framing is 2x8 wood framing. Current framing does not meet structural snow load requirements. (Pre-1994: 40psf)
-Proposed Re-Use: 2x8s would be doubled up and used as roof framing infill between new structure.
(100% of wood Roof Framing reused)
4. Areas with water damage and mold to be disposed of properly. To be reviewed/approved by COA Building Official
Sheet #:
Copyright 2023 Z-Group Architects, P.C.
Project number:
Construction Date:
Prepared By:
Checked By:
Sheet Name:
Jurisdiction Use:
Seal:
10
/
3
1
/
2
0
2
4
3
:
1
6
:
0
9
P
M
A-105
PROPOSED
RE-USE PLAN
SI
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A
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01234
XX.XX.XX
Author
82
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1/4" = 1'-0"1 Upper Level
No. Description Date
1 Revision 1 Date 1