HomeMy WebLinkAboutHPC - BARNYE - 150 Baywater Update June 5 2024 received 6-14-2024BA
Y
W
A
T
E
R
A
V
E
N
U
E
LE
G
E
N
D
:
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
ZO
-
1
0
0
.
0
0
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
PL
O
T
P
L
A
N
SI
T
E
I
N
F
O
R
M
A
T
I
O
N
06
/
0
5
/
2
0
2
4
1
O
F
1
3
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
REFERENCE STANDARDSALL INFORMATION AND SPECIFICATIONS SHOWN WHITIN THESE DOCUMENTS REFLECTS NORMALBUILDING PRACTICES AND REFERENCES THE FOLLOWING PUBLICATIONSBUILDING CODE OF NEW YORK STATE 2020RESIDENTIAL CODE OF NEW YORK STATE 2020FIRE CODE OF NEW YORK STATE 2020AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTIONMANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 WFCMENERGY CONSERVATION CONSTRUCTION CODE 2020ENERGY CONSERVATION CONSTRUCTION CODETHE FOLLOWING SHOWS COMPLIANCE WITH ECCCNYS REQUIREMENTS ON ACOMPONENT PERFORMANCE APPROACH (AS PER ECCCNYS SECT. 402.1 & SECT. 502.1EACH OF THE FOLLOWING CONSTRUCTION METHODS ARE ACCEPTABLE AS PERTHESE REQUIREMENTS AND ALL OF THE BUILDING COMPONENTS PRESCRIBEDON THE PLANS COINCIDE WITH EACH OF THESE METHODS.
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
THIS DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTALREQUIREMENTS OF THE TOWN OF SOUTHOLD AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF BUILDING PLAN REVIEW NOTNEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITHTHAT CODE. THAT RESPONSIBILITY IS GUARANTEED UNDER THESEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSEDPROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE ISINTERPRETED AS AN ATEESTATION THAT TO THE BEST OF THELICENSE'S BELIEF AND INFORMATION THE WORK IN THE DOCUMENT:- 1S ACCURATE,- CONFORMS WITH GOVERNING CODES APPLICABLE AT THETIME OF SUBMISSION,- CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF THE HEALTH,PROPERTY WELFARE,- 1S THE RESPONSIBILITY OF THE LICENSEE.
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
SITE INFORMATIONZONING:RESIDENTIAL BUILDINGADDRESS: AREA: 45,921 S.F. 1.06 AC.NOTE:PLANS FILED FOR: INTERIOR ALTERATIONS OF AN EXISTING BUILDINGSCOPE OF WORK:PLANS FILED FOR INTERIOR ALTERATIONS OF AN EXISTING BUILDING FIRST FLOOR: NEW STAIRCASE , KITCHEN, FULL BATHROOM, LAUNDRY NO CHANGE IN USE, OCCUPANCY OR EXITS.BUILDING PLANS EXAMINER HAS REVIEWEDUNFINISHED BASEMENT: NEW STAIR, CHIMNEY REMOVALSECOND FLOOR: REDESIGN 3 BEDROOMS AND 3 FULL BATHROOMS
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
DRAWING LISTCOVER SHEET, PLOT PLAN, SITE INFORMATION, A-100.00A-102.00A-103.00 EXISTING BASEMENT ZO-100.00A-101.00 N-100.00GENERAL NOTESEXISTING 1ST FLOOREXISTING ELEVATIONSA-104.00A-105.00A-106.00A-108.00BUILDING CROSS SECTION
36
.
9
'
58.4'
24
.
7
'
24
.
9
'
20.0'
20.2'
BA
R
N
HO
U
S
E
22
2
.
2
0
'
12
5
.
2
0
'
236.70'
12
9
.
6
'
SOUTH HARBOR LANE N47
3
8
'
0
0
"
E
O
S72 46'00
"
W
O
314.
4
4
'
N38 59'00"W O
S19
2
2
'
2
0
"
E
O
135.00'25
.
0
'
27
.
4
'
14
.
2
'
28.2'
28.5'
2.
9
'
16
.
0
'
24.0'
24.3'
#
1
5
0
HO
U
S
E
EX
I
S
T
I
N
G
Tax
M
a
p
L
o
t
2
2
DIRT DRIVEWAY
Tax
M
a
p
L
o
t
2
3
Tax
M
a
p
L
o
t
2
1
Tax
M
a
p
L
o
t
2
0
A TOWN OF SOUTHOLD
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
SOUTHOLD, NY 11971150 BAYWATER AVE, TAX MAP : 1000-07800-0300-02200NEW GREENHOUSE, SCREENED PATIO AND MUDROOM AREAROOF REDESGNEXISTING SECOND FLOOR EXISTING ROOF PLANPROPOSED BASEMENTPROPOSED FIRST FLOOR PROPOSED SECOND FLOORPROPOSED ELEVATIONSA-109.00PROPOSED ELEVATIONSA-110.00 PLOT PLANSCALE: NTS
23
'
-
4
"
20'-1"
27'-6"
13
'
-
8
"
NE
W
GR
E
E
N
H
O
U
S
E
NEW
SCREENED PATIO
NEWMUDROOM
27'-
1
0
12"
37
'
-
1
0
14"
11
7
'
-
1
1
"
SE
P
A
R
A
T
E
A
P
P
L
I
C
A
T
I
O
N
P1P2P3P4
P5
P6
P7
P1
P2
P3
P4
P5
P6
P7
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
A-107.00PROPOSED ROOF
11
5
'
-
8
"
14
'
-
5
"
19'-2"
RE
V
I
S
I
O
N
S
01
04
2
5
2
0
2
4
02
06
0
5
2
0
2
4
SI
T
E
I
N
F
O
R
M
A
T
I
O
N
PR
E
M
I
S
E
S
:
1
5
0
B
A
Y
W
A
T
E
R
A
V
E
,
S
O
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
LA
N
D
U
S
E
:
L
O
W
D
E
N
S
I
T
Y
R
E
S
I
D
E
N
T
I
A
L
-
1
F
A
M
I
L
Y
AL
L
O
W
E
D
EX
I
S
T
I
N
G
LO
T
A
R
E
A
LO
T
A
R
E
A
:
4
5
,
9
2
1
S
.
F
.
PR
O
P
O
S
E
D
NO
C
H
A
N
G
E
NO
C
H
A
N
G
E
NO
C
H
A
N
G
E
NO
C
H
A
N
G
E
NO
C
H
A
N
G
E
NO
C
H
A
N
G
E
NO
C
H
A
N
G
E
ZO
N
E
:
R
-
4
0
AC
R
E
A
G
E
:
1
.
0
6
CL
A
S
S
:
O
N
E
F
A
M
I
L
Y
Y
E
A
R
R
O
U
N
D
R
E
S
I
D
E
N
C
E
TI
D
A
L
W
E
T
L
A
N
D
S
:
N
O
SE
C
O
N
D
A
R
Y
Z
O
N
E
:
N
O
FR
E
S
H
W
A
T
E
R
W
E
T
L
A
N
D
S
:
N
O
CO
A
S
T
A
L
E
R
O
S
I
O
N
H
A
Z
.
:
N
O
4
0
,
0
0
0
S
.
F
.
LO
T
W
I
D
T
H
LO
T
D
E
P
T
H
NO
C
H
A
N
G
E
NO
C
H
A
N
G
E
TOWN OF SOUTHOL
D
GEOGRAPHIC TABLE DESIGN REQUIREMENTS FOR COMM
E
R
C
I
A
L
A
N
D
R
E
S
I
D
E
N
T
I
A
L
P
E
R
M
I
T
S
2020 NYS UNIFORM CO
D
E
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DE
S
I
G
N
C
R
I
T
E
R
I
A
GROUNDSNOWLOADWIND DESIGNSPEED(MPH)TOPOGRAPHICEFFECTSSPECIAL WINDREGIONWIND-BORN DEBRISZONE SEISMICDESIGNCATEGORY20130VULTNONO1MILE FROM COAST ANDFIRE ISLAND B SUBJECT TO DAMAGE FRO
M
WEATHERINGSEVEREFROST LINEDEPTHBOF 3FT BFG TERM
I
T
E
MOD
T
O
HEA
V
Y
WI
N
T
E
R
DE
S
I
G
N
TE
M
P
SE
E
IC
E
BA
R
R
I
E
R
RE
Q
U
I
R
E
D
YE
S
FL
O
O
D
HA
Z
A
R
D
S
CA
L
L
T
H
E
P
L
A
N
S
EX
A
M
I
N
E
R
S
O
F
F
I
C
E
AI
R
FR
E
E
Z
I
N
G
IN
D
E
X
59
9
ME
A
N
AN
N
U
A
L
TE
M
P
51
F
O
BE
L
O
W
MA
N
U
A
L
J
C
R
I
T
E
R
I
A
R
E
Q
U
I
R
E
D
I
N
S
U
B
M
I
T
T
E
D
C
A
L
C
U
L
A
T
I
O
N
S
EL
E
V
A
T
I
O
N
10
8
F
T
CO
O
L
I
N
G
T
E
M
P
E
R
A
T
U
R
E
DI
F
F
E
R
E
N
C
E
11
F
T
O
LA
S
T
41
N
O
WIN
T
E
R
15
F
O
HE
A
T
I
N
G
WIN
D
V
E
L
O
C
I
T
Y
HE
A
T
I
N
G
15
M
P
H
SU
M
M
E
R
CO
O
L
I
N
G
86
F
O
WI
N
D
V
E
L
O
C
I
T
Y
CO
O
L
I
N
G
7.
5
M
P
H
AL
T
I
T
U
D
E
CO
R
R
E
C
T
I
O
N
FA
C
T
O
R
1.
0
0
CO
I
N
C
I
D
E
N
T
W
E
T
B
U
L
B
72
F
O
IN
D
O
O
R
DE
S
I
G
N
TE
M
P
70
F
O
DA
I
L
Y
R
A
N
G
E
ME
D
I
U
M
(
M
)
DE
S
I
G
N
TE
M
P
E
R
A
T
U
R
E
CO
O
L
I
N
G
75
F
O
WI
N
T
E
R
H
U
M
I
D
I
T
Y
40
%
HE
A
T
I
N
G
T
E
M
P
E
R
A
T
U
R
E
DI
F
F
E
R
E
N
C
E
55
F
O
SU
M
M
E
R
H
U
M
I
D
I
T
Y
32
G
R
@
5
0
%
R
H
IB
C
C
L
I
M
A
T
E
A
N
D
G
E
O
G
R
A
P
H
I
C
D
E
S
I
G
N
C
R
I
T
E
R
I
A
GR
O
U
N
D
SN
O
W
LO
A
D
WI
N
D
D
E
S
I
G
N
SP
E
E
D
(M
P
H
)
TO
P
O
G
R
A
P
H
I
C
EF
F
E
C
T
S
SP
E
C
I
A
L
W
I
N
D
RE
G
I
O
N
WIN
D
-
B
O
R
N
D
E
B
R
I
S
ZO
N
E
SE
I
S
M
I
C
DE
S
I
G
N
CA
T
E
G
O
R
Y
20
13
0
VU
L
T
NO
NO
1M
I
L
E
F
R
O
M
C
O
A
S
T
A
N
D
FIR
E
I
S
L
A
N
D
B
SU
B
J
E
C
T
T
O
D
A
M
A
G
E
F
R
O
M
WE
A
T
H
E
R
I
N
G
SE
V
E
R
E
FR
O
S
T
L
I
N
E
DE
P
T
H
BO
F
3
FT
B
F
G
TE
R
M
I
T
E
MO
D
T
O
HE
A
V
Y
WIN
T
E
R
DE
S
I
G
N
TE
M
P
SE
E
IC
E
BA
R
R
I
E
R
RE
Q
U
I
R
E
D
YE
S
FL
O
O
D
HA
Z
A
R
D
S
CA
L
L
T
H
E
P
L
A
N
S
EX
A
M
I
N
E
R
S
O
F
F
I
C
E
AI
R
FR
E
E
Z
I
N
G
IN
D
E
X
59
9
ME
A
N
AN
N
U
A
L
TE
M
P
51
F
O
BE
L
O
W
TA
X
M
A
P
:
1
0
0
0
-
0
7
8
0
0
-
0
3
0
0
-
0
2
2
0
0
15
0
'
17
5
'
50
'
FR
O
N
T
Y
A
R
D
PR
I
M
A
R
Y
F
R
O
N
T
Y
A
R
D
50
'
SE
C
O
N
D
A
R
Y
F
R
O
N
T
Y
A
R
D
35
'
SID
E
Y
A
R
D
15
'
BO
T
H
S
I
D
E
Y
A
R
D
35
'
RE
A
R
Y
A
R
D
50
'
LIV
A
B
L
E
F
L
O
O
R
A
R
E
A
85
0
S
.
F
.
LO
T
C
O
V
E
R
A
G
E
20
%
BU
I
L
D
I
N
G
H
E
I
G
H
T
35
/
2
5
NU
M
B
E
R
S
T
O
R
I
E
S
2
1
/
2
AC
C
E
S
S
O
R
Y
S
T
R
U
C
T
U
R
E
4
5
,
9
2
1
S
.
F
.
IR
R
E
G
U
L
A
R
2
2
2
.
2
0
'
-
1
2
5
.
2
0
'
IR
R
E
G
U
L
A
R
3
1
4
.
4
4
'
-
2
3
6
.
7
0
'
15.7'
15
.
7
'
19
1
'
17
1
'
25
'
15
4
.
5
'
14
3
'
49
8
S
.
F
.
9.
9
%
2
S
T
Y
17
%
20
'
6
"
NO
C
H
A
N
G
E
3,
2
9
7
S
.
F
.
2,
1
7
7
S
.
F
.
GENERAL NOTES1. Architect/Engineer are not responsible for job supervision 2. Contractor to verify adequacy of existing bearing walls and headers to bear new second story construction.3. Contractor to confirm that all asbestos insulation has been removed from the premises by a licensedasbestos removal company before construction begins.4. These drawings have been prepared by or under the direction of the undersigned and to the best ofthe undersigned's knowledge, belief, and professional judgement are in compliance with the New York State Energy Conservation Construction Code effective 12/28/20 and the Residential Code of New YorkState Effective 12/28/205. It is a violation of New York State Education Law for any person, unless acting under the directionof a registered Architect or a licensed Professional Engineer to alter any item on this drawing. Allalteration must be made in compliance with the New York State Education Law, and Construction Code.The professional whose seal appears here on assumes no responsibility for any such alteration or re-usedwithout his written consent. 6. The liability of registered Architect or licensed Professional Engineer interrante for errors, omissions, and/or negligence resulting in personal injures, property damage, or any consequential damages is limited to the amount of the fee paid for these drawings. The retention or use of all or any part of these drawings will constitute acceptance of this limitation of liability. Copyright 2012 professional whose 7. The issuing and/or granting of any certificate of use or occupancy is totally and completely under thecontrol; of the town, village, city or county government. The Architect assume absolutely no responsibility for the issuing and or granting of any certificated of use and/ or occupancy.seal appears here.
N-
1
0
0
.
0
0
GE
N
E
R
A
L
N
O
T
E
S
2
O
F
1
3
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
06
/
0
5
/
2
0
2
4
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
CONSTRUCTION NOTES- Stair treads to be 10" plus 3/4" nosing min. & risers to be max. 8-1/4" per R 311.- Glazing that is less than 18" A.F.F. must be tempered glass per R308.4.- All insulation to have vapor barrier facing heated area.- Tempered glass required if windows glass is 5'-0" or less above bottom standingsurface of tub/shower.- Wood I-joist to be installed in accordance with manufacturer's instructions.instructions manual to be kept at job site.- All built-up level beams may be replaced by solid level beams of the same overalldimensions.- Simpson connectors may be replaced by equivalents.- Multiple scale beams (Microlam etc. ) to be assembled & installed permanufacturer's specifications.- Wall sheathing to extend to top of top plate.- GWB to comply with R702.1, R702.3, table R702.1 (2)- Deflection of all members complies with Chapter 5,7,8,9 NYS residential code.- All details on these plans provide a continuous load path as required.- Contractor to ensure fit of all Simpson connectors before obtaining them.- Design pressure rating of window to be DP-30 min. per table RT301.2 (2) NYSresidential code also reference R609.and 2020 BC-NYS Chapter 16
NA
I
L
I
N
G
S
C
H
E
D
U
L
E
T
A
B
L
E
3
.
1
,
W
F
C
M
2
0
2
2
-
R
a
f
t
e
r
t
o
t
o
p
p
l
a
t
e
(
t
o
e
-
n
a
i
l
e
d
)
(
s
e
e
t
a
b
l
e
3
.
4
a
)
p
e
r
r
a
f
t
e
r
JO
I
N
T
D
E
S
C
R
I
P
T
I
O
N
N
U
M
B
E
R
O
F
N
A
I
L
S
N
A
I
L
S
P
A
C
I
N
G
RO
O
F
F
R
A
M
I
N
G
-
C
e
i
l
i
n
g
j
o
i
s
t
t
o
t
o
p
p
l
a
t
e
(
t
o
e
-
n
a
i
l
e
d
)
(
s
e
e
t
a
b
l
e
3
.
4
a
)
p
e
r
j
o
i
s
t
-
C
e
i
l
i
n
g
j
o
i
s
t
t
o
p
a
r
a
l
l
e
l
r
a
f
t
e
r
(
f
a
c
e
-
n
a
i
l
e
d
)
(
s
e
e
t
a
b
l
e
3
.
9
a
)
e
a
c
h
l
a
p
-
C
e
i
l
i
n
g
j
o
i
s
t
l
a
p
s
o
v
e
r
p
a
r
t
i
t
i
o
n
s
(
f
a
c
e
-
n
a
i
l
e
d
)
(
s
e
e
t
a
b
l
e
3
.
9
a
)
e
a
c
h
l
a
p
-
C
o
l
l
a
r
t
i
e
t
o
r
a
f
t
e
r
(
f
a
c
e
-
n
a
i
l
e
d
)
(
s
e
e
t
a
b
l
e
3
.
6
a
)
p
e
r
t
i
e
-
B
l
o
c
k
i
n
g
t
o
r
a
f
t
e
r
(
t
o
e
-
n
a
i
l
e
d
)
2
-
8
d
e
a
c
h
e
n
d
-
R
i
m
b
o
a
r
d
t
o
r
a
f
t
e
r
(
e
n
d
-
n
a
i
l
e
d
)
2
-
1
6
d
e
a
c
h
e
n
d
-
T
o
p
p
l
a
t
e
t
o
t
o
p
p
l
a
t
e
(
f
a
c
e
-
n
a
i
l
e
d
)
2
-
1
6
d
p
e
r
f
o
o
t
WA
L
L
F
R
A
M
I
N
G
-
T
o
p
p
l
a
t
e
s
a
t
i
n
t
e
r
s
e
c
t
i
o
n
s
(
f
a
c
e
-
n
a
i
l
e
d
)
4
'
1
6
d
-
J
o
i
n
t
s
-
e
a
c
h
s
i
d
e
,
S
t
u
d
t
o
S
t
u
d
(
f
a
c
e
-
n
a
i
l
e
d
)
2
-
1
6
d
2
4
"
0
.
c
.
-
H
e
a
d
e
r
t
o
h
e
a
d
e
r
(
f
a
c
e
-
n
a
i
l
e
d
)
1
6
d
1
6
"
o
.
c
.
a
l
o
n
g
e
d
g
e
s
-
T
o
p
o
r
b
o
t
t
o
m
p
l
a
t
e
t
o
s
t
u
d
(
e
n
d
-
n
a
i
l
e
d
)
(
s
e
e
t
a
b
l
e
3
.
5
a
)
-
B
o
t
t
o
m
p
l
a
t
e
t
o
f
l
o
o
r
j
o
i
s
t
,
b
a
n
d
j
o
i
s
t
,
e
n
d
j
o
i
s
t
o
r
b
l
o
c
k
i
n
g
(
f
a
c
e
-
n
a
i
l
e
d
)
2
-
1
6
d
p
e
r
f
t
FL
O
O
R
F
R
A
M
I
N
G
-
J
o
i
s
t
t
o
s
i
l
l
,
t
o
p
p
l
a
t
e
o
r
g
i
r
d
e
r
(
t
o
e
-
n
a
i
l
e
d
)
4
-
8
d
p
e
r
j
o
i
s
t
-
B
r
i
d
g
i
n
g
t
o
j
o
i
s
t
(
t
o
e
-
n
a
i
l
e
d
)
2
-
8
d
e
a
c
h
e
n
d
-
B
l
o
c
k
i
n
g
t
o
j
o
i
s
t
(
t
o
e
-
n
a
i
l
e
d
)
2
-
8
d
e
a
c
h
e
n
d
-
B
l
o
c
k
i
n
g
t
o
s
i
l
l
o
r
t
o
p
p
l
a
t
e
(
t
o
e
-
n
a
i
l
e
d
)
3
-
1
6
d
e
a
c
h
b
l
o
c
k
-
L
e
d
g
e
r
s
t
r
i
p
t
o
b
e
a
m
(
f
a
c
e
-
n
a
i
l
e
d
)
3
-
1
6
e
a
c
h
j
o
i
s
t
-
J
o
i
s
t
o
n
l
e
d
g
e
r
t
o
b
e
a
m
(
t
o
e
-
n
a
i
l
e
d
)
3
-
8
d
p
e
r
j
o
i
s
t
-
B
a
n
d
j
o
i
s
t
t
o
j
o
i
s
t
(
e
n
d
n
a
i
l
e
d
)
3
-
1
6
d
p
e
r
j
o
i
s
t
-
B
a
n
d
j
o
i
s
t
t
o
j
o
i
s
t
t
o
s
i
l
l
o
r
t
o
p
p
l
a
t
e
(
t
o
e
-
n
a
i
l
e
d
)
2
-
1
6
d
p
e
r
f
o
o
t
RO
O
F
S
H
E
A
T
H
I
N
G
-
S
t
r
u
c
t
u
r
a
l
p
a
n
e
l
s
8
d
(
s
e
e
t
a
b
l
e
3
.
1
0
)
-
D
i
a
g
o
n
a
l
b
o
a
r
d
s
h
e
a
t
h
i
n
g
1
2
"
o
.
c
.
(
f
i
e
l
d
)
-
1
"
x
6
"
0
r
1
"
x
8
"
2
-
8
d
p
e
r
s
u
p
p
o
r
t
-
1
"
x
1
0
"
0
r
w
i
n
d
e
r
3
-
8
d
p
e
r
s
u
p
p
o
r
t
CE
I
L
I
N
G
S
H
E
A
T
H
I
N
G
-
G
y
p
s
u
m
w
a
l
l
b
o
a
r
d
,
5
d
c
o
o
l
e
r
s
,
7
"
e
d
g
e
/
1
0
"
f
i
e
l
d
.
WA
L
L
S
H
E
A
T
H
I
N
G
-
S
t
r
u
c
t
u
r
a
l
p
a
n
e
l
s
,
8
d
,
(
s
e
e
m
a
n
u
.
)
-
F
i
b
e
r
b
o
a
r
d
p
a
n
e
l
s
7/
1
6
"
6
d
3
"
e
d
g
e
/
6
"
f
i
e
l
d
25
/
3
2
"
8
d
3
"
e
d
g
e
/
6
"
f
i
e
l
d
-
G
y
p
s
u
m
w
a
l
l
b
o
a
r
d
,
5
d
c
o
o
l
e
r
s
,
7
"
e
d
g
e
/
1
0
"
f
i
e
l
d
-
H
a
r
d
b
o
a
r
d
,
8
d
,
(
s
e
e
t
a
b
l
e
3
.
1
1
)
-
P
a
r
t
i
c
l
e
b
o
a
r
d
p
a
n
e
l
s
,
8
d
,
(
s
e
e
m
a
n
u
.
)
-
D
i
a
g
o
n
a
l
b
o
a
r
d
s
h
e
a
t
h
i
n
g
1"
x
6
"
o
r
1
"
x
8
"
2
-
8
d
p
e
r
s
u
p
p
o
r
t
1"
x
1
0
"
o
r
w
i
d
e
r
3
-
8
d
p
e
r
s
u
p
p
o
r
t
FL
O
O
R
S
H
E
A
T
H
I
N
G
-
S
t
r
u
c
t
u
r
a
l
p
a
n
e
l
s
1"
o
r
l
e
s
s
,
8
d
,
6
"
e
d
g
e
/
1
2
"
f
i
e
l
d
Gr
e
a
t
e
r
t
h
a
n
1
"
,
1
0
d
,
6
"
e
d
g
e
/
6
"
f
i
e
l
d
-
D
i
a
g
o
n
a
l
b
o
a
r
d
s
h
e
a
t
h
i
n
g
1"
x
6
"
o
r
1
"
x
8
"
2
-
8
d
p
e
r
s
u
p
p
o
r
t
1"
x
1
0
"
o
r
w
i
d
e
r
3
-
8
d
p
e
r
s
u
p
p
o
r
t
NO
T
E
-
A
L
L
N
A
I
L
S
S
P
E
C
I
F
I
E
D
T
O
B
E
C
O
M
M
O
N
N
A
I
L
S
CO
N
C
R
E
T
E
&
F
O
U
N
D
A
T
I
O
N
1.
A
l
l
f
o
o
t
i
n
g
s
s
h
a
l
l
b
e
a
r
o
n
v
i
r
g
i
n
s
o
i
l
h
a
v
i
n
g
b
e
a
r
i
n
g
c
a
p
a
c
i
t
y
o
f
2
,
0
0
0
l
b
s
.
p
e
r
s
q
u
a
r
e
fo
o
t
.
A
l
l
e
x
t
e
r
i
o
r
f
o
o
t
i
n
g
s
s
h
a
l
l
b
e
a
m
i
n
i
m
u
m
o
f
3
'
-
0
"
b
e
l
o
w
g
r
a
d
e
u
n
l
e
s
s
n
o
t
e
d
o
t
h
e
r
w
i
s
e
i
n
pl
a
n
s
.
P
i
l
e
s
m
a
y
b
e
r
e
q
u
i
r
e
d
d
e
p
e
n
d
i
n
g
u
p
o
n
l
o
c
a
l
c
o
n
d
i
t
i
o
n
s
.
A
t
t
h
e
d
i
s
c
r
e
t
i
o
n
o
f
t
h
e
e
n
g
i
n
e
e
r
a
s
e
p
a
r
a
t
e
f
o
u
n
d
a
t
i
o
n
p
l
a
n
b
y
a
l
i
c
e
n
s
e
d
s
o
i
l
s
e
n
g
i
n
e
e
r
m
a
y
b
e
r
e
q
u
i
r
e
d
.
A
s
o
i
l
b
o
r
i
n
g
s
t
a
t
i
n
g
be
a
r
c
a
p
a
c
i
t
y
i
s
r
e
q
u
i
r
e
d
t
o
c
o
n
f
i
r
m
t
h
e
s
e
a
n
d
w
a
t
e
r
t
a
b
l
e
c
o
n
d
i
t
i
o
n
s
.
2.
A
l
l
e
x
i
s
t
i
n
g
f
i
l
l
,
r
o
o
t
s
,
a
n
d
o
t
h
e
r
u
n
s
u
i
t
a
b
l
e
b
e
a
r
i
n
g
m
a
t
e
r
i
a
l
s
h
a
l
l
b
e
r
e
m
o
v
e
d
a
n
d
f
o
o
t
i
n
g
s
ca
r
r
i
e
d
t
o
t
h
e
b
o
t
t
o
m
o
f
s
u
c
h
e
x
c
a
v
a
t
i
o
n
.
C
o
n
t
r
a
c
t
o
r
t
o
v
e
r
i
f
y
s
o
i
l
b
e
a
r
i
n
g
c
a
p
a
c
i
t
y
a
n
d
a
s
s
u
m
e
fu
l
l
r
e
s
p
o
n
s
i
b
i
l
i
t
y
f
o
r
s
a
m
e
.
A
s
o
i
l
b
o
r
i
n
g
s
t
a
t
i
n
g
b
e
a
r
i
n
g
c
a
p
a
c
i
t
y
i
s
r
e
q
u
i
r
e
d
t
o
c
o
n
f
i
r
m
t
h
e
s
e
pr
i
o
r
t
o
p
o
u
r
i
n
g
f
o
o
t
i
n
g
s
,
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
n
o
t
i
f
y
d
e
s
i
g
n
e
r
o
f
a
n
y
s
o
i
l
v
a
r
i
a
t
i
o
n
s
,
o
r
a
d
v
i
c
e
s
o
i
l
co
n
d
i
t
i
o
n
s
a
n
d
w
a
t
e
r
t
a
b
l
e
c
o
n
d
i
t
i
o
n
s
.
3.
M
i
n
i
m
u
m
c
o
m
p
r
e
s
s
i
v
e
s
t
r
e
n
g
h
o
f
c
o
n
c
r
e
t
e
a
t
2
8
d
a
y
s
t
o
b
e
a
s
f
o
l
l
o
w
s
:
A.
F
o
o
t
i
n
g
,
p
i
e
r
s
.
F
o
u
n
d
a
t
i
o
n
w
a
l
l
s
:
p
c
=
3
,
5
0
0
p
.
s
.
i
s
t
o
n
e
c
o
n
c
r
e
t
e
.
B.
S
l
a
b
o
n
g
r
a
d
e
:
p
c
=
3
,
5
0
0
p
.
s
.
i
c
o
n
c
r
e
t
e
p
e
r
R
4
0
2
.
2
C.
S
u
p
e
r
s
t
r
u
c
t
u
r
e
,
s
l
a
b
:
p
.
s
=
3
,
5
0
0
p
.
s
.
i
.
s
t
o
n
e
c
o
n
c
r
e
t
e
D.
A
l
l
c
o
n
c
r
e
t
e
t
o
h
a
v
e
a
i
r
e
n
t
r
a
i
n
m
e
n
t
o
f
5
%
t
o
7
%
p
e
r
R
4
0
2
.
2
4.
A
n
c
h
o
r
b
o
l
t
s
s
h
a
l
l
b
e
s
e
t
a
p
p
r
o
x
.
o
n
e
f
o
o
t
f
r
o
m
c
o
r
n
e
r
s
.
S
e
t
a
n
c
h
o
r
b
o
l
t
s
o
n
e
i
t
h
e
r
s
i
d
e
o
f
t
h
e
op
e
n
i
n
g
s
a
n
d
m
i
n
i
m
u
m
o
f
t
w
o
b
o
l
t
s
i
n
a
n
y
o
n
e
s
i
l
l
,
A
n
c
h
o
r
b
o
l
t
s
3
'
O
.
C
.
e
x
c
e
p
t
a
s
n
o
t
e
d
(
e
v
e
n
l
y
sp
a
c
e
d
)
.
A
n
c
h
o
r
b
o
l
t
s
a
r
e
3
/
8
"
d
i
a
m
e
t
e
r
.
5.
P
e
r
f
o
r
m
r
e
q
u
i
r
e
d
a
l
t
e
r
a
t
i
o
n
t
o
e
x
i
s
t
i
n
g
c
o
n
c
r
e
t
e
.
N
e
w
W
o
r
k
i
n
s
t
a
l
l
e
d
a
d
j
a
c
e
n
t
t
o
a
n
d
c
o
n
n
e
c
t
i
n
g
wi
t
h
p
r
e
s
e
n
t
w
o
r
k
s
h
a
l
l
m
a
t
c
h
e
x
i
s
t
i
n
g
.
J
o
i
n
t
s
b
e
t
w
e
e
n
n
e
w
a
n
d
e
x
i
s
t
i
n
g
w
o
r
k
s
h
a
l
l
b
e
t
r
o
w
e
l
l
e
d
sm
o
o
t
h
a
n
d
e
v
e
n
.
P
r
o
v
i
d
e
e
x
p
a
n
s
i
o
n
j
o
i
n
t
s
.
6.
P
r
o
v
i
d
e
c
o
n
t
i
n
u
o
u
s
n
o
n
-
m
e
t
a
l
l
i
c
t
e
r
m
i
t
e
s
h
i
e
l
d
w
i
t
h
a
l
l
j
o
i
n
t
s
s
e
a
l
e
d
a
l
o
n
g
p
e
r
i
m
e
t
e
r
w
a
l
l
s
a
n
d
sh
i
e
l
d
e
d
t
e
r
m
i
t
e
c
o
l
l
a
r
s
a
t
p
l
u
m
b
i
n
g
p
i
p
e
s
i
n
c
r
a
w
l
s
p
a
c
e
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
.
7.
F
o
o
t
i
n
g
a
t
d
i
f
f
e
r
e
n
t
l
e
v
e
l
s
s
h
a
l
l
b
e
s
t
e
p
p
e
d
s
o
t
h
a
t
t
h
e
c
l
e
a
r
d
i
s
t
a
n
c
e
b
e
t
w
e
e
n
a
d
j
a
c
e
n
t
b
o
t
t
o
m
ed
g
e
s
s
h
a
l
l
n
o
t
e
x
c
e
e
d
a
s
l
o
p
e
o
f
o
n
e
v
e
r
t
i
c
a
l
t
o
t
w
o
h
o
r
i
z
o
n
t
a
l
.
8.
B
a
c
k
f
i
l
l
s
h
a
l
l
n
o
t
b
e
p
l
a
c
e
d
a
g
a
i
n
s
t
f
o
u
n
d
a
t
i
o
n
w
a
l
l
s
u
n
t
i
l
c
o
n
c
r
e
t
e
i
s
o
f
s
u
f
f
i
c
i
e
n
t
s
t
r
e
n
g
t
h
a
n
d
un
t
i
l
t
h
e
w
a
l
l
s
a
r
e
p
r
o
p
e
r
l
y
b
r
a
c
e
d
t
o
p
a
n
d
b
o
t
t
o
m
b
y
t
h
e
h
o
r
i
z
o
n
t
a
l
f
l
o
o
r
o
r
b
y
a
d
e
q
u
a
t
e
te
m
p
o
r
a
r
y
b
r
a
c
i
n
g
.
9.
C
o
n
c
r
e
t
e
f
o
u
n
d
a
t
i
o
n
s
s
h
a
l
l
b
e
p
o
u
r
e
d
c
o
n
t
i
n
u
o
u
s
l
y
.
I
f
p
o
u
r
i
s
i
n
t
e
r
r
u
p
t
e
d
a
v
e
r
t
i
c
a
l
k
e
y
s
h
a
l
l
b
e
pr
o
v
i
d
e
d
.
H
o
r
i
z
o
n
t
a
l
j
o
i
n
t
s
a
r
e
n
o
t
p
e
r
m
i
t
t
e
d
.
10
.
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
v
e
r
i
f
y
d
i
m
e
n
s
i
o
n
s
a
n
d
l
o
c
a
t
i
o
n
s
o
f
s
l
o
t
s
,
p
i
p
e
s
l
e
e
v
e
s
,
i
n
s
e
r
t
s
,
a
n
c
h
o
r
b
e
l
t
s
,
el
e
c
t
r
i
c
a
l
c
o
n
d
u
i
t
s
,
e
t
c
.
a
s
r
e
q
u
i
r
e
d
f
o
r
t
r
a
d
e
s
b
e
f
o
r
e
p
l
a
c
i
n
g
c
o
n
c
r
e
t
e
.
11
.
C
o
n
c
r
e
t
e
:
w
o
r
k
i
n
c
l
u
d
e
d
;
A.
A
l
l
f
o
o
t
i
n
g
s
,
f
o
u
n
d
a
t
i
o
n
s
,
s
t
e
p
s
,
p
l
a
t
f
o
r
m
s
,
e
t
c
.
a
s
p
e
r
d
r
a
w
i
n
g
s
B.
A
l
l
c
o
n
c
r
e
t
e
s
l
a
b
s
C.
A
l
l
o
t
h
e
r
w
o
r
k
s
a
s
r
e
q
u
i
r
e
d
b
y
d
r
a
w
i
n
g
s
.
D.
S
e
t
a
n
c
h
o
r
b
o
l
t
s
.
12
.
A
l
l
f
o
r
m
s
t
o
b
e
l
e
f
t
i
n
p
l
a
c
e
a
m
i
n
i
m
u
m
o
f
3
d
a
y
s
a
f
t
e
r
c
o
m
p
l
e
t
i
o
n
o
f
p
o
r
i
n
g
.
13
.
D
a
m
p
P
r
o
o
f
i
n
g
:
W
o
r
k
I
n
c
l
u
d
e
d
;
A.
A
l
l
s
u
r
f
a
c
e
s
t
o
b
e
d
a
m
p
p
r
o
o
f
e
d
s
h
a
l
l
b
e
d
r
y
,
c
l
e
a
n
a
n
d
s
m
o
o
t
h
,
f
r
e
e
o
f
d
u
s
t
,
d
i
r
t
,
v
o
i
d
a
n
d
cr
a
c
k
s
a
n
d
s
h
a
r
d
p
r
o
j
e
c
t
i
o
n
s
.
B.
A
l
l
o
w
2
4
h
o
u
r
s
p
r
i
o
r
t
o
b
a
c
k
f
i
l
l
i
n
g
.
C
A
p
p
l
y
m
a
s
t
i
c
e
m
u
l
s
i
o
n
o
n
l
y
w
h
e
n
t
e
m
p
e
r
a
t
u
r
e
i
s
4
0
d
e
g
r
e
e
s
a
n
d
r
i
s
i
n
g
a
n
d
i
n
d
r
y
w
h
e
a
t
h
e
r
D.
A
p
p
l
y
C
e
l
o
t
e
s
T
r
o
w
e
l
M
a
s
t
i
c
o
r
a
p
p
r
o
v
e
d
e
q
u
a
l
o
n
a
l
l
f
o
u
n
d
a
t
i
o
n
w
a
l
l
s
b
e
l
o
w
g
r
a
d
e
a
t
ba
s
e
m
e
n
t
a
n
d
c
r
a
w
l
s
p
a
c
e
s
.
E.
M
a
s
t
i
c
s
h
a
l
l
b
e
a
p
p
l
i
e
d
a
t
t
h
e
r
a
t
e
o
f
1
/
8
"
t
h
i
c
k
w
e
t
.
14
.
C
o
n
t
r
a
c
t
o
r
to
u
n
d
e
r
p
i
n
a
n
y
e
x
i
s
t
i
n
g
f
o
u
n
d
a
t
i
o
n
w
a
l
l
s
a
b
u
t
t
i
n
g
n
e
w
f
o
u
n
d
a
t
i
o
n
w
a
l
l
s
,
f
o
o
t
i
n
g
o
r
ex
c
a
v
a
t
i
o
n
w
i
t
h
a
m
i
n
i
m
u
m
1
6
"
w
i
d
e
s
i
n
g
l
e
p
o
u
r
f
o
o
t
i
n
g
t
o
a
m
i
n
i
m
u
m
o
f
3
6
"
b
e
l
o
w
a
d
j
o
i
n
i
n
g
gr
a
d
e
u
n
l
e
s
s
n
o
t
e
d
o
t
h
e
r
w
i
s
e
i
n
p
l
a
n
s
.
15
.
C
o
n
t
r
a
c
t
o
r
t
o
p
r
o
v
i
d
e
a
m
i
n
i
m
u
m
o
f
r
4
.
5
r
i
g
i
d
i
n
s
u
l
a
t
i
o
n
(
v
e
r
t
i
c
a
l
)
a
s
r
e
q
u
i
r
e
d
f
o
r
f
r
o
s
t
-
pr
o
t
e
c
t
e
d
f
o
o
t
i
n
g
i
n
h
e
a
t
e
d
b
u
i
l
d
i
n
g
p
e
r
t
a
b
l
e
R
4
0
3
.
3
F
o
r
n
e
w
c
o
n
s
t
r
u
c
t
i
o
n
.
ho
p
e
d
r
a
f
t
i
n
g
&
RE
V
I
S
I
O
N
S
01
04
2
5
2
0
2
4
02
06
0
5
2
0
2
4
EX
I
S
T
I
N
G
B
A
S
E
M
E
N
T
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
0
.
0
0
3
O
F
1
3
UP 12 R.EXIST.S.W. 2'4"X1'0"2.33 SQ.FT.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
PA
N
E
L
EL
E
C
T
R
I
C
8X
7
6X6
(2
)
2
X
6
(2) 2X6
3X
5
(2) 2X6
3X
5
3X
5
3X
5
3X
5
3X
5
3X
5
(2) 2X6
6" Dia. Round Timbers
(2
)
2
X
6
3X5
3X5
3X5
3X5
3X5
3X5
6X66X6
3X
5
3X
5
6"
D
i
a
.
R
o
u
n
d
T
i
m
b
e
r
s
6"
D
i
a
.
R
o
u
n
d
T
i
m
b
e
r
s
6"
D
i
a
.
R
o
u
n
d
T
i
m
b
e
r
s
(2) 2X6
(2) 2X6
(2) 2X6(2) 2X6
(2) 2X6
(2) 2X6
2X6
2X6
2X6
2X6
2X6
2X6
2X6
2X6
4X64X64X64X64X64X64X6SCALE 1/4" = 1'-0"EXISTING BASEM
E
N
T
F
R
A
M
I
N
G
UN
F
I
N
I
S
H
E
D
B
A
S
E
M
E
N
T
NO
T
E
:
SP
A
C
E
N
O
T
F
O
R
SL
E
E
P
I
N
G
A
C
C
O
M
O
D
A
T
I
O
N
S
SCALE 1/4" = 1'-0"EXISTING BASEM
E
N
T
9
5
3
S
.
F
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
3'-
8
"
2'-
4
"
11
'
-
7
"
2'-
4
"
3'
-
0
"
22
'
-
1
1
"
12'-2"4'-2"9'-9"
26'-1"
1'-6"2'-4"7'-1"1'-9"
8'
-
1
1
"
2'-
4
"
3'-
2
"
4'-
0
"
2'-
4
"
11
'
-
7
"
2'-
4
"
3'-
8
"
27
'
-
1
"
23
'
-
1
1
"
51
'
-
0
"
12'-10"10'-11"1'-9"
14
'
-
7
"
27
'
-
3
"
EX
I
S
T
I
N
G
P
I
L
E
S
EX
I
S
T
I
N
G
P
I
L
E
S
Ce
i
l
i
n
g
H
e
i
g
h
t
7
'
6
"
He
i
g
h
t
U
n
d
e
r
B
e
a
m
7
'
2
"
He
i
g
h
t
U
n
d
e
r
B
e
a
m
7
'
0
"
He
i
g
h
t
U
n
d
e
r
B
e
a
m
6
'
8
"
2'-
3
12"
2'
-
3
12"
2'-
3
12"
2'-
3
12"
6'-
1
"
6'-
1
"
2'-83
4"2'-83
4"2'-83
4"2'-83
4"2'-1"2'-1"9'-0"
9'-1"7'-0"
1'-
5
"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-8
34"
1'-834"1'-834"1'-834"1'-834"1'-834"1'-834"
1'-
5
"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-
8
34"
1'-8
34"
1'-834"1'-834"7'-10"6'-4"2'-10"3'-4"
1'-
8
12"
8'-
3
12"
4"
1'-
0
12"
1'-
0
12"
1'-
0
12"
1'-
0
12"
1'-
0
12"
1'-
0
12"
1'-
0
12"
1'-
0
12"
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
1
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
1
11
1
01
04
2
5
2
0
2
4
02
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
RE
F
.
DW
FPFP
EXIS
T
.
2
'
6
"
x
6
'
8
"
EXIST
.
2
'
8
"
x
6
'
8
"
EXIST. 2'6"x6'8" EXIST. 2'8"x6'8" EX.2'0"x6'8"
EX.2'0"x6'3"
EXIST
.
2
'
8
"
x
6
'
8
"
18
5
S
.
F
.
EX
I
S
T
I
N
G
CO
V
E
R
E
D
B
R
I
C
K
P
A
T
I
O
Exist. 2X6 Rafters @ 14" O.C.
EX
I
S
T
.
D
.
H
.
2
'
6
"
X
4
'
4
"
10
.
8
3
S
Q
.
F
T
.
EX
I
S
T
.
D
.
H
.
2
'
6
"
X
4
'
4
"
10
.
8
3
S
Q
.
F
T
.
EXIST.D.H. 2'6"X4'4"
10.83 SQ.FT.
EXIST.D.H. 2'6"X4'4"
10.83 SQ.FT.
EXIST.D.H. 2'6"X4'4"
10.83 SQ.FT.
EX
I
S
T
.
D
.
H
.
2
'
6
"
X
4
'
4
"
10
.
8
3
S
Q
.
F
T
.
EX
I
S
T
.
D
.
H
.
2
'
6
"
X
4
'
4
"
10
.
8
3
S
Q
.
F
T
.
EXIST.D.H. 2'6"X4'4"10.83 SQ.FT.
EX
I
S
T
.
(
2
)
D
.
H
.
5
'
0
"
X
4
'
4
"
21
.
6
6
S
Q
.
F
T
.
EX
I
S
T
.
D
.
H
.
2
'
2
"
X
3
'
9
"
8.
1
2
S
Q
.
F
T
.
2'2"X3'9"
8.12 SQ.FT.
EXIST.D.H.
EXIST.D.H. 2'2"X3'9"8.12 SQ.FT.
5'-
1
"
2'-
6
"
8'-
1
"
2'-
6
"
5'-
1
"
23
'
-
3
"
24
'
-
7
"
+
-
4'-
9
34"
4'-
9
34"
4'-
9
34"
15
'
-
5
"
10
"
2'-
8
"
3'-
5
"
5'-
0
"
3'-
9
"
5"1'-8"2'-6"7'-4"
15
'
-
6
"
5"11'-6"28'-
1
"
+
-
8"
52
'
-
8
"
+
-
2'-5"2'-6"3'-0"2'-6"2'-3"5"412"2'-8"412"5"2'-0"2'-6"5'-0"
12'-8"5"5"3'-5"9'-6"
26'-5"
27'-9" +-3'-0"
6'-
1
"
5'-
1
1
"
2'-
9
"
5"
5'-
2
"
8"
5"
2'-
6
"
15
'
-
4
"
5"3'-3"5"4'-5"5"3'-0"
23
'
-
3
"
8"
15
'
-
6
"
5"11'-6"28
'
-
9
"
+
-
23
'
-
1
1
"
+
-
52
'
-
8
"
+
-
3'-0"5"3'-10"5"5'-6"6'-4"5"1'-1"2'-8"2'-8"13'-2"14'-6" +-3'-8"3'-8"3'-8"12'-0"16'-3" +-30'-9" +-UP 2 R.
UP
2
R
.
UP
1
1
R
.
UP 2 R.
UP 11 R.
Exist. 2X8 Floor Joist @ 16" O.C.
EX
I
S
T
I
N
G
EN
T
R
Y
20
.
7
8
S
.
F
.
EX
I
S
T
I
N
G
LI
V
I
N
G
R
O
O
M
29
6
.
6
9
S
.
F
.
Ce
i
l
i
n
g
H
e
i
g
h
t
6
'
8
"
Ce
i
l
i
n
g
H
e
i
g
h
t
t
o
B
e
a
m
s
6
'
4
"
EX
I
S
T
I
N
G
DI
N
I
N
G
R
O
O
M
22
2
.
6
1
S
.
F
.
Ce
i
l
i
n
g
H
e
i
g
h
t
6
'
1
0
"
EX
I
S
T
I
N
G
KI
T
C
H
E
N
20
1
.
7
2
S
.
F
.
Ce
i
l
i
n
g
H
e
i
g
h
t
7
'
4
"
EXISTINGHALL90.72 S.F.Ceiling Height 7'0"
Ce
i
l
i
n
g
H
e
i
g
h
t
7
'
1
"
Ce
i
l
i
n
g
H
e
i
g
h
t
t
o
B
e
a
m
s
6
'
9
"
Exist. 2X8 Floor Joist @ 20" O.C.
SCALE 1/4" = 1'-0"EXISTING FIRST F
L
O
O
R
1
,
0
9
2
S
.
F
.
DN 12 R.
Slope Ceiling
EX
I
S
T
I
N
G
ST
O
R
A
G
E
6"
EX
I
S
T
I
N
G
F
I
R
S
T
F
L
O
O
R
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
1
.
0
0
4
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
1
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
IR
O
N
FP
2
2
2
2
2
1
1
1
1
2
01
04
2
5
2
0
2
4
02
2
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
UP 3"
EX
I
S
T
.
2
'
6
"
x
6
'
8
"
Sh
o
w
e
r
EX.2
'
0
"
x
6
'
3
"
EXIS
T
.
2
'
6
"
x
6
'
8
"
EXIS
T
.
2
'
6
"
x
6
'
8
"
EX.
2
'
0
"
x
6
'
8
"
EXIST. 2'6"x6'8" EXIST. 2'4"x6'8"
Sl
o
p
e
C
e
i
l
i
n
g
Fla
t
C
e
i
l
i
n
g
EX
I
S
T
.
D
.
H
.
2
'
2
"
X
3
'
9
"
8.
1
2
S
Q
.
F
T
.
EX
I
S
T
.
D
.
H
.
2
'
2
"
X
3
'
9
"
8.
1
2
S
Q
.
F
T
.
EXIST.AW. 1'8"X2'0"
3.33 SQ.FT.
EXIST.AW. 1'8"X2'0"
3.33 SQ.FT.
Sh
e
l
f
Sh
e
l
f
EX
I
S
T
.
D
.
H
.
2
'
2
"
X
3
'
9
"
8.
1
2
S
Q
.
F
T
.
EX
I
S
T
.
D
.
H
.
2
'
2
"
X
3
'
9
"
8.
1
2
S
Q
.
F
T
.
Fla
t
C
e
i
l
i
n
g
EX
I
S
T
.
D
.
H
.
2
'
2
"
X
3
'
9
"
8.
1
2
S
Q
.
F
T
.
EXIST.D.H. 2'2"X3'9"8.12 SQ.FT.EXIST.D.H. 2'2"X3'9"8.12 SQ.FT.
EX
I
S
T
.
D
.
H
.
2
'
2
"
X
3
'
9
"
8.
1
2
S
Q
.
F
T
.
EXIST.D.H. 2'6"X4'4"10.83 SQ.FT.
CeilingFlat Ceiling Slope
Ceiling
Slope
CeilingSlope CeilingSlope DN 11 R.
DN 11 R.
EX
I
S
T
I
N
G
BE
D
R
O
O
M
16
2
.
2
4
S
.
F
.
H
.
7
'
2
"
7'2
"
t
o
3
'
1
0
"
Sl
o
p
e
C
e
i
l
i
n
g
7'2
"
t
o
2
'
1
1
"
Slo
p
e
C
e
i
l
i
n
g
7'2
"
t
o
3
'
1
"
Slo
p
e
C
e
i
l
i
n
g
7'2
"
t
o
2
'
1
1
"
H
.
7
'
2
"
Shelf
H. 7'5"7'5" to 3'3"7'5" to 3'3"
EX
I
S
T
I
N
G
BE
D
R
O
O
M
20
9
.
2
6
S
.
F
.
EX
I
S
T
I
N
G
BE
D
R
O
O
M
17
5
.
9
4
S
.
F
.
EX
I
S
T
I
N
G
BA
T
H
R
O
O
M
80
.
5
5
S
.
F
.
EXISTINGBATHROOM51.09 S.F.
EX
I
S
T
I
N
G
HA
L
L
21
.
8
1
S
.
F
.
EXISTINGHALL56.52 S.F.
Sh
e
l
f
CL
O
S
E
T
6.
7
2
S
.
F
.
CL
O
S
E
T
23
.
1
2
S
.
F
.
CLOSET
7.65 S.F.
CLOSET
7.65 S.F.
CL
O
S
E
T
5.
0
S
.
F
.
CLOSET
8.70 S.F.
CLOSET3.35 S.F.CLOSET
3.56 S.F.
1'-
7
"
5"
6'-
1
"
2'-
2
"
2'-
9
"
2'-
2
"
8"
5"
2'-
1
0
"
5"
2'-
6
"
1'-
3
"
1'-
7
"
5"
5"
7'
-
0
"
13
'
-
1
0
"
23
'
-
3
"
24
'
-
7
"
+
-
4'-10"5"2'-5"5"4'-10"5"3'-2"5"9'-6"
13'-0"5"3'-2"5"9'-6"
26'-5"
27'-9" +-
7'-
5
12"
2'-
2
"
4'-
0
"
2'-
2
"
6'-
1
0
12"
7"
8"
8'-
2
"
2'-
2
"
2'-
4
"
5"
1'-
7
"
5"2'-6"2'-2"7"5"3'-3"5"3'-0"6'-8"5'-3"5"
5"
1'-
7
"
5"
12
'
-
8
"
22
'
-
8
"
7"
8"
51
'
-
4
"
52
'
-
8
"
+
-
8'-
2
"
2'-
2
"
4'-
4
"
5"2'-6"2'-2"7'-8"
14
'
-
8
"
5"12'-4"27
'
-
5
"
28'-
1
"
+
-
52
'
-
8
"
+
-
3'-0"2'-4"2'-6"4"5"4'-7"13'-2"14'-6" +-5"4'-7"4'-9"5"3'-0"2'-10"5"1'-8"2'-9"5"2'-9"1'-10"5"2'-0"11"2'-10"5"12'-11"16'-3" +-SCALE 1/4" = 1'-0"EXISTING SECOND
F
L
O
O
R
1
,
0
8
5
S
.
F
.
Exist. 2X6 Joist @ 16" O.C.
PITCH
PITCH
PI
T
C
H
SCALE 1/4" = 1'-0"EXISTING ROOF P
L
A
N
PI
T
C
H
PI
T
C
H
PI
T
C
H
PI
T
C
H
UP 1R
EX
I
S
T
I
N
G
S
E
C
O
N
D
F
L
O
O
R
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
2
.
0
0
5
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
1
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
EX
I
S
T
I
N
G
R
O
O
F
P
L
A
N
2
2
2
2
2
2
2
2
2
2
2
2
1
1
1
1
EXIST.D.H. 2'2"X3'9"8.12 SQ.FT.
01
04
2
5
2
0
2
4
02
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
EX
I
S
T
I
N
G
E
L
E
V
A
T
I
O
N
S
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
3
.
0
0
6
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
SCALE 1/4" = 1'-0"EXISTING NORTH WEST ELEVATION
SC
A
L
E
1
/
4
"
=
1
'
-
0
"
EX
I
S
T
I
N
G
S
O
U
T
H
W
E
S
T
E
L
E
V
A
T
I
O
N
SCALE 1/4" = 1'-0"EXISTING SOUTH EAST ELEVATION
SC
A
L
E
1
/
4
"
=
1
'
-
0
"
EX
I
S
T
I
N
G
N
O
R
T
H
E
A
S
T
E
L
E
V
A
T
I
O
N
2'-0"7'-6"11'-0"
20'-6"
6'-0"
BA
S
E
M
E
N
T
1S
T
F
L
O
O
R
2N
D
F
L
O
O
R
RI
D
G
E
GR
A
D
E
2'-0"7'-6"11'-0"
20'-6"
6'-0"
BA
S
E
M
E
N
T
1S
T
F
L
O
O
R
2N
D
F
L
O
O
R
RI
D
G
E
GR
A
D
E
2'-0"7'-6"11'-0"20'-6"6'-0"BASEMENT 1ST FLOOR 2ND FLOOR RIDGEGRADE2'-0"7'-6"11'-0"20'-6"6'-0"BASEMENT 1ST FLOOR 2ND FLOOR RIDGEGRADE
01
04
2
5
2
0
2
4
02
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
PR
O
P
O
S
E
D
B
A
S
E
M
E
N
T
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
4
.
0
0
7
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
PA
N
E
L
EL
E
C
T
R
I
C
UN
F
I
N
I
S
H
E
D
B
A
S
E
M
E
N
T
NO
T
E
:
SP
A
C
E
N
O
T
F
O
R
SL
E
E
P
I
N
G
A
C
C
O
M
O
D
A
T
I
O
N
S
SC
A
L
E
1
/
4
"
=
1
'
-
0
"
PR
O
P
O
S
E
D
B
A
S
E
M
E
N
T
9
5
3
S
.
F
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
EX
I
S
T
.
S
.
W
.
2
'
4
"
X
1
'
0
"
2.
3
3
S
Q
.
F
T
.
3'-
8
"
2'-
4
"
11
'
-
7
"
2'-
4
"
3'-
0
"
22
'
-
1
1
"
12'-2"4'-2"9'-9"
26'-1"
1'-
6
"
2'-
4
"
7'
-
1
"
1'-
9
"
8'-
1
1
"
2'-
4
"
3'-
2
"
4'
-
0
"
2'-
4
"
11
'
-
7
"
2'-
4
"
3'-
8
"
27
'
-
1
"
23
'
-
1
1
"
51
'
-
0
"
10
'
-
1
1
"
1'-
9
"
14
'
-
7
"
27
'
-
3
"
EX
I
S
T
I
N
G
P
I
L
E
S
1
1
1
Ne
w
F
l
o
o
r
J
o
i
s
t
s
i
n
th
i
s
A
r
e
a
t
o
C
l
o
s
e
S
t
a
i
r
an
d
C
h
i
m
n
e
y
O
p
e
n
i
n
g
UP
1
2
R
(2
)
2
x
1
0
W
o
o
d
H
e
a
d
e
r
(2
)
2
x
1
0
W
o
o
d
H
e
a
d
e
r
NEW WOOD
STAIR
CO
-
S
D
No
t
e
:
P
r
o
v
i
d
e
s
m
o
k
e
a
l
a
r
m
as
r
e
q
u
i
r
e
d
pe
r
3
1
4
.
6
.
in
t
e
r
c
o
n
n
e
c
t
i
o
n
pe
r
R
3
1
4
.
4
a
n
d
p
e
r
m
a
n
e
n
t
wir
i
n
g
To
p
r
o
v
i
d
e
2
p
o
w
e
r
s
o
u
r
c
e
s
f
o
r
Ca
r
b
o
n
m
o
n
o
x
i
d
e
a
l
a
r
m
p
e
r
R
3
1
5
,
FC
N
Y
S
9
1
5
,
N
F
P
A
7
2
0
.
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NE
W
S
C
R
E
E
N
E
D
P
A
T
I
O
NEW GREEN HOUSE
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
EXISTING BUILDING
NEW
MUDROOM
EXISTING BUILDING NEW SCREENED PATIONEW MUDROOM NEW GREEN HOUSE
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NEW GREEN HOUSE
NE
W
M
U
D
R
O
O
M
NEW 12" THICK CONC. FOUNDATION4'-0" BELOW GRADE
Ne
w
1
/
2
"
D
i
a
.
S
t
e
e
l
D
o
w
e
l
s
S
t
a
g
g
e
r
e
d
Co
n
n
e
c
t
t
o
E
x
i
s
t
i
n
g
F
o
u
n
d
a
t
i
o
n
1
1
A
A
1
1
BB
01
04
2
5
2
0
2
4
02
4" THICK MONOLITHIC POUR CONCRETE SLAB
NE
W
1
2
"
T
H
I
C
K
C
O
N
C
.
F
O
U
N
D
A
T
I
O
N
4'-
0
"
B
E
L
O
W
G
R
A
D
E
22
2
4"
T
H
I
C
K
M
O
N
O
L
I
T
H
I
C
PO
U
R
C
O
N
C
R
E
T
E
S
L
A
B
2
4"
T
H
I
C
K
M
O
N
O
L
I
T
H
I
C
PO
U
R
C
O
N
C
R
E
T
E
S
L
A
B
2
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
FPFP
5'-
1
"
2'-
6
"
8'-
1
"
2'-
6
"
5'-
1
"
23
'
-
3
"
24
'
-
7
"
+
-
10
"
4'-
5
"
6'-
8
"
15
'
-
8
"
27
'
-
5
"
28
'
-
1
"
+
-
8"
52
'
-
8
"
+
-
2'-5"2'-6"3'-0"2'-6"2'-3"5"41
2"2'-8"41
2"5"2'-0"2'-6"5'-0"
12'-8"5"5"3'-5"9'-6"
26'-5"
27'-9" +-3'-0"
7'-
0
"
6'-
4
"
4'-
1
1
"
8"
2'-
6
"
5'-
4
"
3'
-
0
"
1'-
6
"
23
'
-
3
"
8"
27
'
-
5
"
28
'
-
9
"
+
-
23
'
-
1
1
"
+
-
52
'
-
8
"
+
-
4'-6"3'-7"2'-0"3'-0"3'-0"5'-0"30'-9" +-
UP 2 R.
Exist. 2X8 Floor Joist @ 16" O.C.
EX
I
S
T
I
N
G
EN
T
R
Y
20
.
7
8
S
.
F
.
EX
I
S
T
I
N
G
LI
V
I
N
G
R
O
O
M
29
6
.
6
9
S
.
F
.
Ce
i
l
i
n
g
H
e
i
g
h
t
6
'
8
"
Ce
i
l
i
n
g
H
e
i
g
h
t
t
o
B
e
a
m
s
6
'
4
"
EX
I
S
T
I
N
G
DI
N
I
N
G
R
O
O
M
22
2
.
6
1
S
.
F
.
Ce
i
l
i
n
g
H
e
i
g
h
t
7
'
1
"
Ce
i
l
i
n
g
H
e
i
g
h
t
t
o
B
e
a
m
s
6
'
9
"
Exist. 2X8 Floor Joist @ 20" O.C.
SCALE 1/4" = 1'-0"
6"
PR
O
P
O
S
E
D
F
I
R
S
T
F
L
O
O
R
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
5
.
0
0
8
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
UP
1
2
R
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
13
NE
W
I
N
T
E
R
I
O
R
W
A
L
L
4
GREEN HOUSE
3'
-
0
"
2'-
6
"
1'-8"5"5"19'-8"20'1"X23'4"
1
1
4
2'-3"4'-6"4'-6"2'-3"4'-6"2'-3"22'-6"23'-4"
2'-
3
"
3'
-
0
"
UP
2
R
.
DN
1
2
R
2'-7"
NEW.GLASS POCKET DOOR
SI
N
K
30" Min.5'0
"
X
8
'
0
"
BA
T
H
40
.
0
S
.
F
.
FU
L
L
NEW D. DOOR 4'6"X8'0"36.0 S.F.RELOCATED IRON WOOD STOVE CHIMNEY PIPE THROUGH ROOF
NO
T
H
E
A
T
E
D
S
P
A
C
E
27
'
6
"
X
1
3
'
8
"
RA
I
S
E
D
P
A
T
I
O
UP 2 R.
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SC
R
E
E
N
8"
3'-612"4'-6"3'-612"4'-6"3'-612"20'-1"2'-3"8"2'-8"5"8"4'-10"2'-3"13'-3"5"8"13'-2"8"13'-9"14'-5"
7"
5'-
4
"
8"8"8"
6'-
0
"
5"
1'
-
0
"
2'-
8
"
1'
-
0
"
5"
1'
-
0
"
5'-
0
"
17
'
-
1
0
"
19
'
-
2
"
19'-8"3'-612"4'-6"3'-612"4'-6"3'-612"20'-1"
8"
EXISTING FIRST FLOOR
1
,
0
9
2
S
.
F
.
PROPOSED GREEN HOUS
E
4
6
8
S
.
F
.
PROPOSED SCREENED P
A
T
I
O
3
7
6
S
.
F
.
PROPOSED MUDROOM
2
7
6
S
.
F
.
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NE
W
S
C
R
E
E
N
E
D
P
A
T
I
O
NEW GREEN HOUSE
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
EXISTING BUILDING
EXISTING BUILDING NEW SCREENED PATIONEW MUDROOM NEW GREEN HOUSE
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NEW GREEN HOUSE
NE
W
M
U
D
R
O
O
M
SLOPE CEILING
NEW
MUDROOM
3
No
t
e
:
I
n
t
e
r
i
o
r
s
t
a
i
r
w
a
y
ill
u
m
i
n
a
t
i
o
n
s
h
a
l
l
b
e
co
m
p
l
y
w
i
t
h
S
e
c
.
R
3
0
3
.
7
R3
0
3
.
7
o
f
T
h
e
2
0
2
0
NY
S
R
e
s
i
d
e
n
t
i
a
l
C
o
d
e
NEW WOOD
STAIR
S
Sw
i
t
c
h
a
t
t
h
e
b
o
t
t
o
m
L
CO
-
S
D
No
t
e
:
P
r
o
v
i
d
e
s
m
o
k
e
a
l
a
r
m
as
r
e
q
u
i
r
e
d
pe
r
3
1
4
.
6
.
in
t
e
r
c
o
n
n
e
c
t
i
o
n
pe
r
R
3
1
4
.
4
a
n
d
p
e
r
m
a
n
e
n
t
wir
i
n
g
To
p
r
o
v
i
d
e
2
p
o
w
e
r
s
o
u
r
c
e
s
f
o
r
Ca
r
b
o
n
m
o
n
o
x
i
d
e
a
l
a
r
m
p
e
r
R
3
1
5
,
FC
N
Y
S
9
1
5
,
N
F
P
A
7
2
0
.
NEW 3'0"X7'0"
NE
W
E
N
T
R
Y
D
O
O
R
WI
T
H
S
I
D
E
L
I
G
H
T
S
6'0
"
X
7
'
0
"
ENTRY DOOR
2'8"X6'8"
EXISTING
(2) 2 x 12 HEADER
(2) 2 x 10 HEADER
(2
)
2
x
1
2
H
E
A
D
E
R
KI
T
C
H
E
N
20
1
.
7
2
S
.
F
.
Ce
i
l
i
n
g
H
e
i
g
h
t
7
'
4
"
RE
F
.
SI
N
K
IS
L
A
N
D
4
'
X
1
0
'
6'8 X7'0"
46.66 S.F.
NEW.GLASS POCKET DOOR(2) 2 x 12 HEADER 6'8 X7'0"
46.66 S.F.
PA
N
T
R
Y
BE
N
C
H
W
D 5'4
"
X
7
'
0
"
LA
U
N
D
R
Y
48
.
0
S
.
F
.
15"
Min.
15"
Min.
14'-5"
5"2'-9"3'-6"
NE
W
.
G
L
A
S
S
P
O
C
K
E
T
D
O
O
R
(2
)
2
x
1
0
H
E
A
D
E
R
4
'
0
X
7
'
0
"
28
.
0
S
.
F
.
GL
A
S
S
P
A
N
E
L
NE
W
2
'
4
"
X
6
'
8
"
PO
C
K
E
T
D
O
O
R
NEW 2'6"X6'8"
POCKET DOOR
NEW 2'4"X6'8"
(2
)
2
x
1
2
H
E
A
D
E
R
DW
1'-
6
"
7"
3'-
8
"
27
'
-
6
"
13'-8"
MUDROOM
19'2"X12'7"
4
4
SCREEN
DOOR
5'4
"
X
6
'
4
"
33
.
7
7
S
.
F
.
A
A
5'4
"
X
4
'
1
0
"
25
.
7
7
S
.
F
.
CO
A
T
S
BB
2'6
"
X
4
'
5
"
11
.
0
4
S
.
F
.
EX
I
S
T
I
N
G
D
.
H
.
2'6
"
X
4
'
5
"
11
.
0
4
S
.
F
.
EX
I
S
T
I
N
G
D
.
H
.
2'6"X4'5"11.04 S.F.
EXISTING D.H.
2'6"X4'5"11.04 S.F.
EXISTING D.H.
2'6"X4'5"11.04 S.F.
EXISTING D.H.
EX
I
S
T
I
N
G
D
.
H
.
2'6
"
X
4
'
5
"
11
.
0
4
S
.
F
.
EX
I
S
T
I
N
G
D
.
H
.
2'6
"
X
4
'
5
"
11
.
0
4
S
.
F
.
NEW D. DOOR 4'6"X8'0"36.0 S.F.(2) 2 x 10 HEADER NEW D. DOOR 4'6"X8'0"36.0 S.F.(2) 2 x 10 HEADERNEW D. DOOR 4'6"X8'0"36.0 S.F.(2) 2 x 10 HEADERSLOPE CEILING
D.H. 2'2"X4'4"
9.03 S.F.
NEW D.H.
UDHG2 2022
D.H. 2'2"X4'4"
9.03 S.F.
NEW D.H.
UDHG2 2022
NE
W
C
A
S
.
CA
S
.
6
'
8
"
X
3
'
4
"
21
.
7
3
S
.
F
.
UDHG2 2014
NEW D.H.
D.H. 2'2"X3'0"
6.5 S.F.
UDHG2 2014NEW D.H.D.H. 2'2"X3'0"
6.5 S.F.
NEW D. DOOR 4'6"X8'0"36.0 S.F.(2) 2 x 10 HEADER NEW D. DOOR 4'6"X8'0"36.0 S.F.(2) 2 x 10 HEADERNEW D. DOOR 4'6"X8'0"36.0 S.F.(2) 2 x 10 HEADER
01
04
2
5
2
0
2
4
02
30'-9"
(2
)
U
C
A
P
4
0
4
0
2
OVERHANG ABOVETO MATCH WITH ORIGINAL ROOFOVERHANG ABOVETO MATCH WITH ORIGINAL ROOF
OV
E
R
H
A
N
G
A
B
O
V
E
TO
M
A
T
C
H
W
I
T
H
OR
I
G
I
N
A
L
R
O
O
F
OVERHANG ABOVE
TO MATCH WITH
ORIGINAL ROOF
OVERHANG ABOVETO MATCH WITH ORIGINAL ROOF
OV
E
R
H
A
N
G
A
B
O
V
E
TO
M
A
T
C
H
W
I
T
H
OR
I
G
I
N
A
L
R
O
O
F
OVERHANG ABOVETO MATCH WITH ORIGINAL ROOFOVERHANG ABOVETO MATCH WITH ORIGINAL ROOF
2
2
2 2 222
2
RE
V
I
S
I
O
N
0
6
-
0
5
-
2
0
2
4
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
PR
O
P
O
S
E
D
S
E
C
O
N
D
F
L
O
O
R
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
6
.
0
0
9
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
Va
u
l
t
e
d
C
e
i
l
i
n
g
BE
D
R
O
O
M
2
20
8
.
9
4
S
.
F
.
9'9
"
t
o
2
'
7
"
BE
D
R
O
O
M
20
9
.
2
6
S
.
F
.
PR
I
M
A
R
Y
B
E
D
R
O
O
M
21
6
.
4
1
S
.
F
.
8'-
1
"
2'-
3
"
2'-
6
"
2'-
6
"
7"
5"
7'-
0
"
5"
7'-
0
"
15
'
-
1
0
"
23
'
-
3
"
24
'
-
7
"
+
-
12'-4"5"2'-0"5"8'-11"
26'-5"
27'-9" +-
1'-
8
"
2'-
6
"
6'-
1
1
"
5"
2'-
5
"
18
'
-
7
"
5'-
0
"
8'-
5
"
28
'
-
1
"
+
-
52
'
-
8
"
+
-
5'-112"2'-5"7'-034"2'-5"2'-1"SCALE 1/4" =
1
'
-
0
"
PROPO
S
E
D
S
E
C
O
N
D
F
L
O
O
R
1
,
0
8
5
S
.
F
.
HA
L
L
DN 10R
DN 2R
Slo
p
e
C
e
i
l
i
n
g
BA
T
H
.
60
.
0
4
S
.
F
.
40
.
0
S
.
F
.
BA
T
H
.
39
.
5
6
S
.
F
.
90
.
6
6
S
.
F
.
BA
T
H
R
O
O
M
5"2'-0"
12'-11"5"5"3'-2"9'-6"
4
4
4
1
1
1
1
1
1
1
1
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
@ 16" O.C. (TYP.)NEW 2 x 10 RAFTERS
CL
O
S
E
T
STORAGE
Vaulted Ceiling
SSwitch at the top
No
t
e
:
P
r
o
v
i
d
e
s
m
o
k
e
a
l
a
r
m
as
r
e
q
u
i
r
e
d
pe
r
3
1
4
.
6
.
in
t
e
r
c
o
n
n
e
c
t
i
o
n
pe
r
R
3
1
4
.
4
a
n
d
p
e
r
m
a
n
e
n
t
wir
i
n
g
To
p
r
o
v
i
d
e
2
p
o
w
e
r
s
o
u
r
c
e
s
f
o
r
Ca
r
b
o
n
m
o
n
o
x
i
d
e
a
l
a
r
m
p
e
r
R
3
1
5
,
FC
N
Y
S
9
1
5
,
N
F
P
A
7
2
0
.
SD
No
t
e
:
P
r
o
v
i
d
e
s
m
o
k
e
a
l
a
r
m
as
r
e
q
u
i
r
e
d
pe
r
3
1
4
.
6
.
in
t
e
r
c
o
n
n
e
c
t
i
o
n
pe
r
R
3
1
4
.
4
a
n
d
p
e
r
m
a
n
e
n
t
wi
r
i
n
g
SD
No
t
e
:
P
r
o
v
i
d
e
s
m
o
k
e
a
l
a
r
m
as
r
e
q
u
i
r
e
d
pe
r
3
1
4
.
6
.
in
t
e
r
c
o
n
n
e
c
t
i
o
n
pe
r
R
3
1
4
.
4
a
n
d
p
e
r
m
a
n
e
n
t
wir
i
n
g
SD
No
t
e
:
P
r
o
v
i
d
e
s
m
o
k
e
a
l
a
r
m
as
r
e
q
u
i
r
e
d
pe
r
3
1
4
.
6
.
in
t
e
r
c
o
n
n
e
c
t
i
o
n
pe
r
R
3
1
4
.
4
a
n
d
p
e
r
m
a
n
e
n
t
wir
i
n
g
NEW WOOD
STAIR
NEW 2'6"X6'8"
1'-6"8"2'-11"5'-112"2'-10"5"1'-5"5"3'-0"4'-8"5"13'-2"14'-6"
TO
I
L
E
T
Fir
e
E
x
i
t
W
i
n
d
o
w
20
"
M
i
n
.
N
e
t
C
l
e
a
r
W
i
d
t
h
24
"
M
i
n
.
N
e
t
C
l
e
a
r
H
e
i
g
h
t
5.7
S
q
.
F
t
.
M
i
n
.
N
e
t
C
l
e
a
r
O
p
e
n
i
n
g
44
"
M
a
x
.
S
i
l
l
H
e
i
g
h
t
A
b
o
v
e
F
l
o
o
r
In
C
o
m
p
l
i
a
n
c
e
W
i
t
h
R
3
1
0
o
f
Th
e
2
0
2
0
N
Y
S
R
e
s
i
d
e
n
t
i
a
l
C
o
d
e
Fir
e
E
x
i
t
W
i
n
d
o
w
20
"
M
i
n
.
N
e
t
C
l
e
a
r
W
i
d
t
h
24
"
M
i
n
.
N
e
t
C
l
e
a
r
H
e
i
g
h
t
5.7
S
q
.
F
t
.
M
i
n
.
N
e
t
C
l
e
a
r
O
p
e
n
i
n
g
44
"
M
a
x
.
S
i
l
l
H
e
i
g
h
t
A
b
o
v
e
F
l
o
o
r
In
C
o
m
p
l
i
a
n
c
e
W
i
t
h
R
3
1
0
o
f
Th
e
2
0
2
0
N
Y
S
R
e
s
i
d
e
n
t
i
a
l
C
o
d
e
Fir
e
E
x
i
t
W
i
n
d
o
w
20
"
M
i
n
.
N
e
t
C
l
e
a
r
W
i
d
t
h
24
"
M
i
n
.
N
e
t
C
l
e
a
r
H
e
i
g
h
t
5.
7
S
q
.
F
t
.
M
i
n
.
N
e
t
C
l
e
a
r
O
p
e
n
i
n
g
44
"
M
a
x
.
S
i
l
l
H
e
i
g
h
t
A
b
o
v
e
F
l
o
o
r
In
C
o
m
p
l
i
a
n
c
e
W
i
t
h
R
3
1
0
o
f
Th
e
2
0
2
0
N
Y
S
R
e
s
i
d
e
n
t
i
a
l
C
o
d
e
30
"
M
i
n
.
15
"
M
i
n
.
15
"
M
i
n
.
NEW 2'6"X6'8"
NEW 2'6"X6'8"
15
"
M
i
n
.
15" Min.
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NE
W
S
C
R
E
E
N
E
D
P
A
T
I
O
NEW GREEN HOUSE
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
EXISTING BUILDING
NEW
MUDROOM
EXISTING BUILDING NEW SCREENED PATIONEW MUDROOM NEW GREEN HOUSE
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NEW GREEN HOUSE
NE
W
M
U
D
R
O
O
M
11
11 11
NEW 2'4"X6'8"
POCKET DOOR
13
30
"
M
i
n
.
15" Min.
ROOF BELOWRIDGE BOARD 2 X 12@ 16" O.C. (TYP.)NEW 2 x 10 RAFTERS@ 16" O.C. (TYP.)NEW 2 x 10 RAFTERS PITCH 4/12PITCH 4/12
RO
O
F
B
E
L
O
W
@ 16" O.C. (TYP.)
NEW 2 x 10 RAFTERS
PI
T
C
H
2
/
1
2
RO
O
F
B
E
L
O
W
PI
T
C
H
2
/
1
2
14
12
A
A
PR
I
M
A
R
Y
28"X72"
BB
3'3
"
x
1
'
2
"
SH
O
W
E
R
3'3
"
x
4
'
0
"
2'3
"
X
3
'
8
"
8.
2
5
S
.
F
.
STORAGE
4'0
"
x
1
0
'
0
"
SH
O
E
S
C
L
O
S
E
T
CL
O
S
E
T
7'6
"
x
2
'
0
"
CL
O
S
E
T
7'6
"
x
2
'
0
"
15
.
0
S
.
F
.
SH
O
W
E
R
NE
W
2
'
0
"
X
6
'
8
"
D.H. 2'2"X3'0"
6.22 S.F.
3'0
"
X
5
'
0
"
3'5
"
X
4
'
0
"
15
.
0
S
.
F
.
CL
O
S
E
T
9'2
"
x
2
'
0
"
18
.
3
3
S
.
F
.
Vaulted Ceiling
D.H
.
2
'
6
"
X
3
'
8
"
8.
8
3
S
.
F
.
NE
W
4
'
0
"
A
N
G
L
E
D
D
O
O
R
1'-0"1'-0"
1'-
0
"
1'-
0
"
7'-
9
"
1'-
4
"
2'-
5
"
2'
-
0
"
2"
5"
5"
3'-
0
"
16
'
-
2
"
5"
5"
2'-
0
"
8"
7'-
6
"
2'-
3
"
3'-
7
"
2'-
6
"
4'-
3
"
1'
-
5
"
2'-
0
"
5"
2'-
0
"
5"
7"
2'-
3
"
10
'
-
3
"
2'-
3
"
10
"
5"
3"
2'-
3
"
5'-
1
1
"
15
'
-
1
0
"
5"
6'
-
3
"
1'
-
5
"
2'-
0
"
5"
16
'
-
2
"
5"
8'-
5
"
28
'
-
1
"
23
'
-
1
1
"
52
'
-
8
"
1'-
0
"
1'-
0
"
7'-10"5"1'-2"5"3'-1"5"2'-10"5"3'-3"5"6'-2"1'-0"1'-0"3'-4"5"5"5'-0"4'-0"3'-7"5"9'-2"
27
'
-
6
"
TE
M
P
E
R
E
D
G
L
A
S
S
NEW 2'4"X6'8"
POCKET DOOR
10
NEW 2'4"X6'8"
POCKET DOOR
1010
OV
E
R
H
A
N
G
A
B
O
V
E
OV
E
R
H
A
N
G
A
B
O
V
E
UDHG2 2014
UD
H
G
2
2
4
1
8
NE
W
D
.
H
.
TE
M
P
E
R
E
D
G
L
A
S
S
D.
H
.
2
'
6
"
X
3
'
8
"
8.
8
3
S
.
F
.
UD
H
G
2
2
4
1
8
NE
W
D
.
H
.
UD
H
G
2
2
4
1
8
NE
W
D
.
H
.
D.
H
.
2
'
6
"
X
3
'
8
"
8.8
3
S
.
F
.
TE
M
P
E
R
E
D
G
L
A
S
S
D.
H
.
2
'
6
"
X
3
'
8
"
8.8
3
S
.
F
.
UD
H
G
2
2
4
1
8
NE
W
D
.
H
.
EX
I
S
T
I
N
G
D
.
H
.
EX
I
S
T
I
N
G
D
.
H
.
2'3
"
X
3
'
8
"
8.2
5
S
.
F
.
NE
W
4
'
0
"
A
N
G
L
E
D
D
O
O
R
TEMPERED GLASS
D.H. 2'6"X3'8"
8.83 S.F.
UDHG2 2418NEW D.H.UDHG2 2418
NEW D.H.
CO
-
S
D
D.H. 2'6"X3'8"
8.83 S.F.
NEW D.H.
TEMPERED GLASS
D.H
.
2
'
6
"
X
3
'
8
"
8.
8
3
S
.
F
.
UD
H
G
2
2
4
1
8
NE
W
D
.
H
.
UC
A
3
0
4
4
NE
W
C
A
S
.
EG
R
E
S
S
(2
)
C
A
S
.
5
'
0
"
X
3
'
8
"
UC
A
3
0
4
4
8.
8
3
S
.
F
.
NE
W
C
A
S
.
CA
S
.
2
'
6
"
X
3
'
8
"
UC
A
3
0
4
4
NE
W
C
A
S
.
EG
R
E
S
S
CA
S
.
2
'
6
"
X
3
'
8
"
8.
8
3
S
.
F
.
UC
A
2
4
1
8
NE
W
C
A
S
.
2.
8
S
.
F
.
CA
S
.
2
'
0
"
X
1
'
5
"
UC
A
3
0
4
4
NE
W
C
A
S
.
EG
R
E
S
S
17
.
6
6
S
.
F
.
01
04
2
5
2
0
2
4
02
OV
E
R
H
A
N
G
A
B
O
V
E
TO
M
A
T
C
H
W
I
T
H
OR
I
G
I
N
A
L
R
O
O
F
OV
E
R
H
A
N
G
A
B
O
V
E
TO
M
A
T
C
H
W
I
T
H
OR
I
G
I
N
A
L
R
O
O
F
1
1
2
OV
E
R
H
A
N
G
A
B
O
V
E
TO
M
A
T
C
H
W
I
T
H
OR
I
G
I
N
A
L
R
O
O
F
OV
E
R
H
A
N
G
A
B
O
V
E
TO
M
A
T
C
H
W
I
T
H
OR
I
G
I
N
A
L
R
O
O
F
EX
I
S
T
I
N
G
EX
I
S
T
I
N
G
OVERHANG ABOVETO MATCH WITH
ORIGINAL ROOF
2
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
SCALE 1/4" = 1'-0"PROPOSED ROOF PLAN ROOF BELOW
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
RO
O
F
B
E
L
O
W
RI
D
G
E
B
O
A
R
D
2
X
1
2
@ 16" O.C. (TYP.)
NEW 2 x 10 RAFTERS
RIDGE BOARD 2 X 12
@ 16" O.C. (TYP.)
NEW 2 x 10 RAFTERS
@ 16" O.C. (TYP.)
NEW 2 x 10 RAFTERS
@ 16" O.C. (TYP.)NEW 2 x 10 RAFTERS@ 16" O.C. (TYP.)NEW 2 x 10 RAFTERS
@ 16" O.C. (TYP.)
NEW 2 x 10 RAFTERS
@
1
6
"
O
.
C
.
(
T
Y
P
.
)
NE
W
2
x
1
0
R
A
F
T
E
R
S
RO
O
F
B
E
L
O
W
PITCH 4/12PITCH 4/12
PI
T
C
H
4
/
1
2
PI
T
C
H
4
/
1
2
PI
T
C
H
2
/
1
2
PI
T
C
H
2
/
1
2
PITCH 2/12
PITCH 8/12 (VIF)
SE
C
T
I
O
N
R
3
1
0
E
M
E
R
G
E
N
C
Y
E
S
C
A
P
E
A
N
D
R
E
S
C
U
E
O
P
E
N
I
N
G
S
R.
3
1
0
.
1
E
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
r
e
q
u
i
r
e
d
.
B
a
s
e
m
e
n
t
s
,
h
a
b
i
t
a
b
l
e
a
t
t
i
c
s
a
n
d
e
v
e
r
y
s
l
e
e
p
i
n
g
r
o
o
m
s
h
a
l
l
h
a
v
e
n
o
t
l
e
s
s
t
h
a
n
o
n
e
op
e
r
a
b
l
e
e
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
.
W
h
e
r
e
b
a
s
e
m
e
n
t
s
c
o
n
t
a
i
n
o
n
e
o
r
m
o
r
e
s
l
e
e
p
i
n
g
r
o
o
m
s
,
a
n
e
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
op
e
n
i
n
g
s
h
a
l
l
b
e
r
e
q
u
i
r
e
d
i
n
e
a
c
h
s
l
e
e
p
i
n
g
r
o
o
m
.
E
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
s
h
a
l
l
o
p
e
n
d
i
r
e
c
t
l
y
i
n
t
o
a
p
u
b
l
i
c
w
a
y
,
o
r
t
o
a
y
a
r
d
or
c
o
u
r
t
t
h
a
t
o
p
e
n
s
t
o
p
u
b
l
i
c
w
a
y
.
R.
3
1
0
.
1
.
1
.
O
p
e
r
a
t
i
o
n
a
l
c
o
n
s
t
r
a
i
n
t
s
a
n
d
o
p
e
n
i
n
g
c
o
n
t
r
o
l
d
e
v
i
c
e
s
.
E
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
s
s
h
a
l
l
b
e
o
p
e
r
a
t
i
o
n
a
l
f
r
o
m
i
n
s
i
d
e
o
f
th
e
r
o
o
m
w
i
t
h
o
u
t
t
h
e
u
s
e
o
f
k
e
y
s
,
t
o
o
l
s
o
r
s
p
e
c
i
a
l
k
n
o
w
l
e
d
g
e
.
W
i
n
d
o
w
o
p
e
n
i
n
g
c
o
n
t
r
o
l
d
e
v
i
c
e
s
o
n
w
i
n
d
o
w
s
s
e
r
v
i
n
g
a
s
a
r
e
q
u
i
r
e
d
e
m
e
r
g
e
n
c
y
es
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
s
h
a
l
l
c
o
m
p
l
y
w
i
t
h
A
S
T
M
F
2
0
9
0
.
R.
3
1
0
.
2
E
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
s
.
E
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
s
s
h
a
l
l
h
a
v
e
m
i
n
i
m
u
m
d
i
m
e
n
s
i
o
n
s
a
s
s
p
e
c
i
f
i
e
d
i
n
t
h
i
s
se
c
t
i
o
n
.
R.
3
1
0
.
2
.
1
.
M
i
n
i
m
u
m
o
p
e
n
i
n
g
a
r
e
a
.
E
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
s
s
h
a
l
l
h
a
v
e
a
n
e
t
c
l
e
a
r
o
p
e
n
i
n
g
o
f
n
o
t
l
e
s
s
t
h
a
n
5
.
7
s
q
u
a
r
e
f
e
e
t
(0
.
5
3
0
m
2
)
.
T
h
e
n
e
t
c
l
e
a
r
o
p
e
n
i
n
g
d
i
m
e
n
s
i
o
n
s
r
e
q
u
i
r
e
d
b
y
t
h
i
s
s
e
c
t
i
o
n
s
h
a
l
l
b
e
o
b
t
a
i
n
e
d
b
y
t
h
e
n
o
r
m
a
l
o
p
e
r
a
t
i
o
n
o
f
t
h
e
e
m
e
r
g
e
n
c
y
e
s
c
a
p
e
an
d
r
e
s
c
u
e
o
p
e
n
i
n
g
f
r
o
m
i
n
s
i
d
e
.
T
h
e
n
e
t
c
l
e
a
r
h
e
i
g
h
t
o
f
t
h
e
o
p
e
n
i
n
g
s
h
a
l
l
b
e
n
o
t
l
e
s
s
t
h
a
n
2
4
i
n
c
h
e
s
(
6
1
0
m
m
)
a
n
d
t
h
e
n
e
t
c
l
e
a
r
w
i
d
t
h
s
h
a
l
l
b
e
no
t
l
e
s
s
t
h
a
n
2
0
i
n
c
h
e
s
(
5
0
8
m
m
)
.
Ex
c
e
p
t
i
o
n
s
:
Gr
a
d
e
f
l
o
o
r
o
p
e
n
i
n
g
s
o
r
b
e
l
o
w
-
g
r
a
d
e
o
p
e
n
i
n
g
s
s
h
a
l
l
h
a
v
e
a
n
e
t
c
l
e
a
r
o
p
e
n
i
n
g
a
r
e
a
o
f
n
o
t
l
e
s
s
t
h
a
n
5
s
q
u
a
r
e
f
e
e
t
(
0
.
4
6
5
m
2
)
R.
3
1
0
.
2
.
2
W
i
n
d
o
w
s
i
l
l
h
e
i
g
h
t
.
W
h
e
r
e
a
w
i
n
d
o
w
i
s
p
r
o
v
i
d
e
d
a
s
t
h
e
e
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
,
i
t
s
h
a
l
l
h
a
v
e
a
s
i
l
l
h
e
i
g
h
t
o
f
n
o
t
m
o
r
e
th
a
n
4
4
i
n
c
h
e
s
(
1
1
1
8
m
m
)
a
b
o
v
e
t
h
e
f
l
o
o
r
;
w
h
e
r
e
t
h
e
s
i
l
l
h
e
i
g
h
t
i
s
b
e
l
o
w
g
r
a
d
e
,
i
t
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
w
i
t
h
a
w
i
n
d
o
w
w
e
l
l
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
e
c
t
i
o
n
R3
1
0
.
2
.
3
.
R.
3
0
3
.
2
.
2
W
i
n
d
o
w
w
e
l
l
s
.
T
h
e
h
o
r
i
z
o
n
t
a
l
a
r
e
a
o
f
t
h
e
w
i
n
d
o
w
w
e
l
l
s
h
a
l
l
b
e
n
o
t
l
e
s
s
t
h
a
n
9
s
q
u
a
r
e
f
e
e
t
(
0
.
9
m
2
)
,
w
i
t
h
a
h
o
r
i
z
o
n
t
a
l
p
r
o
j
e
c
t
i
o
n
a
n
d
w
i
d
t
h
of
n
o
t
l
e
s
s
t
h
a
n
3
6
i
n
c
h
e
s
(
9
1
4
m
m
)
.
T
h
e
a
r
e
a
o
f
t
h
e
w
i
n
d
o
w
w
e
l
l
s
h
a
l
l
a
l
l
o
w
t
h
e
e
m
e
r
g
e
n
c
y
e
s
c
a
p
e
a
n
d
r
e
s
c
u
e
o
p
e
n
i
n
g
t
o
b
e
f
u
l
l
y
o
p
e
n
e
d
.
Ex
c
e
p
t
i
o
n
s
:
Th
e
l
a
d
d
e
r
o
r
s
t
e
p
s
r
e
q
u
i
r
e
d
b
y
S
e
c
t
i
o
n
R
3
1
0
.
2
.
3
.
1
s
h
a
l
l
b
e
p
e
r
m
i
t
t
e
d
t
o
e
n
c
r
o
a
c
h
n
o
t
m
o
r
e
t
h
a
n
6
i
n
c
h
e
s
(
1
5
2
m
m
)
i
n
t
o
t
h
e
r
e
q
u
i
r
e
d
d
i
m
e
n
s
i
o
n
s
of
t
h
e
w
i
n
d
o
w
w
e
l
l
.
R.
3
1
0
.
2
.
3
.
1
L
a
d
d
e
r
a
n
d
s
t
e
p
s
.
W
i
n
d
o
w
w
e
l
l
s
w
i
t
h
a
v
e
r
t
i
c
a
l
d
e
p
t
h
g
r
e
a
t
e
r
t
h
a
n
4
4
i
n
c
h
e
s
(
1
1
1
8
m
m
)
s
h
a
l
l
b
e
e
q
u
i
p
p
e
d
w
i
t
h
a
p
e
r
m
a
n
e
n
t
l
y
a
f
f
i
x
e
d
la
d
d
e
r
o
r
s
t
e
p
s
u
s
a
b
l
e
w
i
t
h
t
h
e
w
i
n
d
o
w
i
n
t
h
e
f
u
l
l
y
o
p
e
n
p
o
s
i
t
i
o
n
.
L
a
d
d
e
r
s
o
r
s
t
e
p
s
r
e
q
u
i
r
e
d
b
y
t
h
i
s
s
e
c
t
i
o
n
R
3
1
1
.
7
.
L
a
d
d
e
r
s
o
r
r
u
n
g
s
s
h
a
l
l
h
a
v
e
a
n
in
s
i
d
e
w
i
d
t
h
o
f
n
o
t
l
e
s
s
t
h
a
n
1
2
i
n
c
h
e
s
(
3
0
5
m
m
)
,
s
h
a
l
l
p
r
o
j
e
c
t
n
o
t
l
e
s
s
t
h
a
n
3
i
n
c
h
e
s
(
7
6
m
m
)
f
r
o
m
t
h
e
w
a
l
l
a
n
d
s
h
a
l
l
b
e
s
p
a
c
e
d
n
o
t
m
o
r
e
t
h
a
n
1
8
in
c
h
e
s
(
4
5
7
m
m
)
o
n
c
e
n
t
e
r
v
e
r
t
i
c
a
l
l
y
f
o
r
t
h
e
f
u
l
l
h
e
i
g
h
t
o
f
t
h
e
w
i
n
d
o
w
w
e
l
l
.
SE
C
T
I
O
N
R
3
1
4
S
M
O
K
E
A
L
A
R
M
S
A
N
D
H
E
A
T
D
E
T
E
C
T
I
O
N
R.
3
1
4
.
4
.
I
n
t
e
r
c
o
n
n
e
c
t
i
o
n
.
W
h
e
r
e
m
o
r
e
t
h
a
n
o
n
e
s
m
o
k
e
a
l
a
r
m
i
s
r
e
q
u
i
r
e
d
t
o
b
e
i
n
s
t
a
l
l
e
d
w
i
t
h
i
n
a
n
i
n
d
i
v
i
d
u
a
l
d
w
e
l
l
i
n
g
u
n
i
t
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
e
c
t
i
o
n
R3
1
4
.
3
,
t
h
e
a
l
a
r
m
d
e
v
i
c
e
s
s
h
a
l
l
b
e
i
n
t
e
r
c
o
n
n
e
c
t
e
d
i
n
s
u
c
h
a
m
a
n
n
e
r
t
h
a
t
t
h
e
a
c
t
u
a
t
i
o
n
o
f
o
n
e
a
l
a
r
m
w
i
l
l
a
c
t
i
v
a
t
e
a
l
l
o
f
t
h
e
a
l
a
r
m
s
i
n
t
h
e
i
n
d
i
v
i
d
u
a
l
dw
e
l
l
i
n
g
u
n
i
t
.
P
h
y
s
i
c
a
l
i
n
t
e
r
c
o
n
n
e
c
t
i
o
n
o
f
s
m
o
k
e
a
l
a
r
m
s
s
h
a
l
l
n
o
t
b
e
r
e
q
u
i
r
e
d
w
h
e
r
e
l
i
s
t
e
d
w
i
r
e
l
e
s
s
a
l
a
r
m
s
a
r
e
i
n
s
t
a
l
l
e
d
a
n
d
a
l
l
a
l
a
r
m
s
s
o
u
n
d
u
p
o
n
ac
t
i
v
a
t
i
o
n
o
f
o
n
e
a
l
a
r
m
.
R.
3
1
4
.
6
.
P
o
w
e
r
s
o
u
r
c
e
.
S
m
o
k
e
a
l
a
r
m
s
a
n
d
h
e
a
t
d
e
t
e
c
t
i
o
n
s
h
a
l
l
r
e
c
e
i
v
e
t
h
e
i
r
p
r
i
m
a
r
y
p
o
w
e
r
f
r
o
m
t
h
e
b
u
i
l
d
i
n
g
w
i
r
i
n
g
w
h
e
r
e
s
u
c
h
w
i
r
i
n
g
i
s
s
e
r
v
e
d
fr
o
m
a
c
o
m
m
e
r
c
i
a
l
s
o
u
r
c
e
a
n
d
,
w
h
e
r
e
p
r
i
m
a
r
y
p
o
w
e
r
i
s
i
n
t
e
r
r
u
p
t
e
d
,
s
h
a
l
l
r
e
c
e
i
v
e
p
o
w
e
r
f
r
o
m
a
b
a
t
t
e
r
y
.
W
i
r
i
n
g
s
h
a
l
l
b
e
p
e
r
m
a
n
e
n
t
a
n
d
w
i
t
h
o
u
t
a
di
s
c
o
n
n
e
c
t
i
n
g
s
w
i
t
c
h
o
t
h
e
r
t
h
a
n
t
h
o
s
e
r
e
q
u
i
r
e
d
f
o
r
o
v
e
r
c
u
r
r
e
n
t
p
r
o
t
e
c
t
i
o
n
.
R.303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less
t
h
a
n
8
p
e
r
c
e
n
t
o
f
t
h
e
f
l
o
o
r
a
r
e
a
o
f
s
u
c
h
r
o
o
m
s
.
Natural ventilation shall be through windows, skylights, doors, louvers or other approved op
e
n
i
n
g
s
t
o
t
h
e
o
u
t
d
o
o
r
a
i
r
.
S
u
c
h
o
p
e
n
i
n
g
s
s
h
a
l
l
b
e
provided with ready access or shall otherwise be readily controllable by the building occupa
n
t
s
.
T
h
e
o
p
e
n
a
b
l
e
a
r
e
a
t
o
t
h
e
o
u
t
d
o
o
r
s
s
h
a
l
l
b
e
not less than 4 percent of the floor area being ventilated.Exceptions:1. The glazed areas need not be openable where the opening is not required by Section R3
1
0
a
n
d
a
w
h
o
l
e
-
h
o
u
s
e
m
e
c
h
a
n
i
c
a
l
v
e
n
t
i
l
a
t
i
o
n
s
y
s
t
e
m
is installed in accordance with Section M1505.2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artifi
c
i
a
l
l
i
g
h
t
i
s
p
r
o
v
i
d
e
d
t
h
a
t
i
s
c
a
p
a
b
l
e
o
f
p
r
o
d
u
c
i
n
g
a
n
average illumination of 6 footcandles (65 lux) over the area of the room at a height of 3
0
i
n
c
h
e
s
(
7
2
m
m
)
a
b
o
v
e
t
h
e
f
l
o
o
r
l
e
v
e
l
.
SECTION R303 LIGHT, VENTILATION AND HEATING3. Use of sunroom and patio covers, as defined in Section R202, shall be permitted for na
t
u
r
a
l
v
e
n
t
i
l
a
t
i
o
n
i
f
i
n
e
x
c
e
s
s
o
f
4
0
p
e
r
c
e
n
t
o
f
t
h
e
exterior sunroom walls are open, or are enclosed only by insect screening.R.305.1 Minimum height. Habitable space, hallways and portions of basements containing
t
h
e
s
e
s
p
a
c
e
s
s
h
a
l
l
h
a
v
e
a
c
e
i
l
i
n
g
h
e
i
g
h
t
o
f
not less than 7 feet. Bathrooms, toilet rooms and laundry rooms shall have a ceiling height
o
f
n
o
t
l
e
s
s
t
h
a
n
6
f
e
e
t
8
i
n
c
h
e
s
.
Exceptions:1. For rooms with sloped ceilings, the required floor area of the room shall have a ceiling h
e
i
g
h
t
o
f
n
o
t
l
e
s
s
t
h
a
n
5
f
e
e
t
a
n
d
n
o
t
l
e
s
s
t
h
a
n
50 percent of the required floor area shall have a ceiling height of not less than 7 feet
.
2. The ceiling height above bathroom and toilet room fixtures shall be such that the fixture
i
s
c
a
p
a
b
l
e
o
f
b
e
i
n
g
u
s
e
d
f
o
r
i
t
s
i
n
t
e
n
d
e
d
p
u
r
p
o
s
e
.
A shower or tub equipped with a showerhead shall have a ceiling height of not less tha
n
6
f
e
e
t
8
i
n
c
h
e
s
a
b
o
v
e
a
n
a
r
e
a
o
f
n
o
t
l
e
s
s
t
h
a
n
3
0
inches by 30 inches at the showerhead.3. Beams, girders, ducts or other obstructions in basements containing habitable space s
h
a
l
l
b
e
p
e
r
m
i
t
t
e
d
t
o
p
r
o
j
e
c
t
t
o
w
i
t
h
i
n
6
f
e
e
t
4
i
n
c
h
e
s
of the finished floor.R.305.1.1. Basements. Portions of basements that do not contain habitable space or hall
w
a
y
s
s
h
a
l
l
h
a
v
e
a
c
e
i
l
i
n
g
o
f
n
o
t
l
e
s
s
t
h
a
n
6
f
e
e
t
8 inches.Exception: At beams, girders, ducts or other obstruction, the ceiling height shall be not le
s
s
t
h
a
n
6
f
e
e
t
4
i
n
c
h
e
s
f
r
o
m
t
h
e
f
i
n
i
s
h
e
d
f
l
o
o
r
.
SECTION R305 CEILING HEIGHT
PR
O
P
O
S
E
D
R
O
O
F
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
7
.
0
0
10
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
A
A
BB
01
04
2
5
2
0
2
4
02
NOTE:ALL PROPOSED OVERHANGTO MATCH ORIGINAL ROOF 2
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
SC
A
L
E
1
/
4
"
=
1
'
-
0
"
PR
O
P
O
S
E
D
N
O
R
T
H
W
E
S
T
E
L
E
V
A
T
I
O
N
PR
O
P
O
S
E
D
E
L
E
V
A
T
I
O
N
S
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
8
.
0
0
11
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
SCALE 1/4" = 1'-0"PROPOSE
D
S
O
U
T
H
W
E
S
T
E
L
E
V
A
T
I
O
N
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NE
W
S
C
R
E
E
N
E
D
P
A
T
I
O
NE
W
G
R
E
E
N
H
O
U
S
E
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NE
W
MU
D
R
O
O
M
2'-0"7'-6"11'-0"
20'-6"
6'-0"
2'-0"7'-6"11'-0"12'-2"6'-0"20'-6"8'-4"
1'-6"13'-4"
BA
S
E
M
E
N
T
1S
T
F
L
O
O
R
2N
D
F
L
O
O
R
RI
D
G
E
GR
A
D
E
BASEMENT 1ST FLOOR 2ND FLOOR RIDGEGRADE 1ST FLOOR
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
(2
)
2
x
8
H
E
A
D
E
R
AA
3'-0"
BB
EX
I
S
T
I
N
G
EX
I
S
T
I
N
G
EX
I
S
T
I
N
G
UD
H
G
2
2
0
1
4
UD
H
G
2
2
0
2
2
UD
H
G
2
2
0
2
2
KIT
C
H
E
N
WIN
D
O
W
NO
T
E
:
UD
H
G
2
2
4
1
8
UC
A
3
0
4
4
EG
R
E
S
S
(2
)
2
x
1
0
H
E
A
D
E
R
EX
I
S
T
I
N
G
EX
I
S
T
I
N
G
EX
I
S
T
I
N
G
UC
A
3
0
4
4
EG
R
E
S
S
(2
)
2
x
8
H
E
A
D
E
R
MA
R
V
I
N
B
R
O
N
Z
E
S
C
R
E
E
N
HE
A
D
E
R
(2
)
2
x
8
UD
H
G
2
2
4
1
8
HE
A
D
E
R
(2
)
2
x
1
0
HE
A
D
E
R
(2
)
2
x
1
0
HE
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
01
04
2
5
2
0
2
4
02
2
2
2
CL
A
D
D
I
N
G
BR
I
C
K
F
O
U
N
D
A
T
I
O
N
WINDO
W
MARVI
N
H
I
S
T
O
R
I
C
CEDAR
S
H
I
N
G
L
E
FLAT 1
"
X
3
'
T
R
I
M
CL
A
D
D
I
N
G
BR
I
C
K
F
O
U
N
D
A
T
I
O
N
BR
O
N
Z
E
S
C
R
E
E
N
MA
R
V
I
N
MA
R
V
I
N
H
I
S
T
O
R
I
C
W
I
N
D
O
W
CE
D
A
R
S
H
I
N
G
L
E
FL
A
T
1
"
X
3
'
T
R
I
M
CO
P
P
E
R
G
U
T
T
E
R
S
WI
N
D
O
W
S
S
I
L
L
8
"
M
I
N
.
AB
O
V
E
R
O
O
F
2
ANTIQUE BRICK FACADE FOUNDATION CLADDING
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
MARVIN BRONZE SCREEN MATERIALS LISTWOOD CEDAR
SCALE 1/4" = 1'-0"PROPOSED NORT
H
E
A
S
T
E
L
E
V
A
T
I
O
N
PR
O
P
O
S
E
D
E
L
E
V
A
T
I
O
N
S
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/
2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
0
9
.
0
0
12
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
SC
A
L
E
1
/
4
"
=
1
'
-
0
"
PR
O
P
O
S
E
D
S
O
U
T
H
E
A
S
T
E
L
E
V
A
T
I
O
N
NEW GREEN HO
U
S
E
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NEW GREEN HO
U
S
E
NE
W
M
U
D
R
O
O
M
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NE
W
SC
R
E
E
N
E
D
P
A
T
I
O
NE
W
MU
D
R
O
O
M
NE
W
G
R
E
E
N
H
O
U
S
E
1'-6"7'-6"11'-0"
20'-0"6'-6"
BA
S
E
M
E
N
T
1S
T
F
L
O
O
R
2N
D
F
L
O
O
R
RI
D
G
E
GR
A
D
E
2'-0"7'-6"11'-0"
20'-6"
6'-0"
BA
S
E
M
E
N
T
1S
T
F
L
O
O
R
2N
D
F
L
O
O
R
RI
D
G
E
GR
A
D
E
1'-6"13'-4"3'-0"MIN.
3'-0"
MIN.
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
1
0
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
(2
)
2
x
1
2
H
E
A
D
E
R
AA
3'-0"
3'-0"
BB
EX
I
S
T
I
N
G
EX
I
S
T
I
N
G
EX
I
S
T
I
N
G
UC
A
3
0
4
4
EG
R
E
S
S
(2) 2 x 10 HEADER
UC
A
2
4
1
8
(2
)
2
x
8
H
E
A
D
E
R
UD
H
G
2
2
4
1
8
UD
H
G
2
2
4
1
8
(2
)
2
x
1
0
H
E
A
D
E
R
(2
)
2
x
1
0
H
E
A
D
E
R
(2
)
2
x
1
0
H
E
A
D
E
R
UD
H
G
2
2
0
1
4
UD
H
G
2
2
0
1
4
UD
H
G
2
2
4
1
8
MA
R
V
I
N
B
R
O
N
Z
E
S
C
R
E
E
N
(2
)
2
x
1
0
H
E
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
UD
H
G
2
2
4
1
8
1"x3" FLAT
T
R
I
M
4" MIN.4" MIN.1/4" TO 1
/
2
"
SPACING
F
O
R
DRAINAGE
A
N
D
AIR FLOWSCALE 1/4" = 1'-0"TRIM TO SHINGLE DETAIL CEDAR SH
I
N
G
L
E
SIDING
01
04
2
5
2
0
2
4
02
2
1
2
1
1
2
2
BR
O
N
Z
E
S
C
R
E
E
N
MA
R
V
I
N
WI
N
D
O
W
MA
R
V
I
N
H
I
S
T
O
R
I
C
CE
D
A
R
S
H
I
N
G
L
E
CO
P
P
E
R
G
U
T
T
E
R
S
CL
A
D
D
I
N
G
BR
I
C
K
F
O
U
N
D
A
T
I
O
N
MA
R
V
I
N
H
I
S
T
O
R
I
C
W
I
N
D
O
W
CE
D
A
R
S
H
I
N
G
L
E
CO
P
P
E
R
G
U
T
T
E
R
S
CL
A
D
D
I
N
G
BR
I
C
K
F
O
U
N
D
A
T
I
O
N
FL
A
T
1
"
X
3
'
T
R
I
M
2
NO
T
E
:
K
I
T
C
H
E
N
W
I
N
D
O
W
(2
)
U
C
A
P
4
0
4
0
WI
N
D
O
W
S
S
I
L
L
8
"
M
I
N
.
AB
O
V
E
R
O
O
F
2
2
CL
A
D
D
I
N
G
BR
I
C
K
F
O
U
N
D
A
T
I
O
N
2
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S
COPPER GUTTER STYLE MATERIALS LISTMARVIN ULTIMATE WHITE 2/2 WINDOWS1X3 WHITE FLAT TRIM FOR WINDOWS AND DOORS
DR
A
W
I
N
G
N
o
:
DA
T
E
:
PA
G
E
N
o
:
DO
B
S
T
A
M
P
:
DR
A
W
I
N
G
N
A
M
E
:
ST
A
M
P
A
.
/
E
.
:
DA
T
E
:
DO
B
A
P
P
L
I
C
A
T
I
O
N
#
:
PR
O
P
E
R
T
Y
L
O
C
A
T
I
O
N
:
LE
G
E
N
D
:
PA
R
T
I
T
I
O
N
C
O
N
S
I
S
T
I
N
G
O
F
2
'
X
4
"
W
O
O
D
NE
W
N
O
N
F
I
R
E
R
A
T
E
D
(
C
O
M
B
U
S
T
I
B
L
E
)
D
R
Y
W
A
L
L
EX
I
S
T
I
N
G
W
A
L
L
T
O
R
E
M
A
I
N
75
C
F
M
M
H
E
X
H
A
U
S
T
F
A
N
EX
I
S
T
I
N
G
D
O
O
R
NE
W
D
O
O
R
ST
U
D
S
W
I
T
H
T
O
P
A
N
D
B
O
T
T
O
M
W
O
O
D
GY
P
S
U
M
B
O
A
R
D
O
N
E
A
C
H
S
I
D
E
.
RU
N
N
E
R
S
A
N
D
O
N
E
L
A
Y
E
R
O
F
5
/
8
"
T
H
I
C
K
BS
A
C
A
L
#
3
0
1
-
6
0
-
S
M
143
PA
P
E
R
A
N
D
V
I
N
Y
L
S
I
D
I
N
G
F
I
N
I
S
H
E
D
.
1/2
"
E
X
T
E
R
I
O
R
P
L
Y
W
O
O
D
S
H
E
A
T
I
N
G
,
B
U
I
L
D
I
N
G
FI
B
E
R
G
L
A
S
S
I
N
S
U
L
A
T
I
O
N
W
I
T
H
V
A
P
O
R
BA
R
R
I
E
R
(
R
-
1
3
)
B
E
T
W
E
E
N
W
O
O
D
S
T
U
D
S
ST
U
D
S
@
1
6
"
O
.
C
.
,
1
/
2
"
G
Y
P
.
B
D
.
,
3
1
/
2
NE
W
E
X
T
E
R
I
O
R
W
A
L
L
C
O
N
S
I
S
T
I
N
G
2
x
4
W
O
O
D
MO
N
O
X
I
D
E
D
E
T
E
C
T
I
N
G
D
E
V
I
C
E
.
HA
R
D
W
I
R
E
D
S
M
O
K
E
D
E
T
E
C
T
O
R
A
N
D
C
A
R
B
O
N
SDCM
(W
H
E
R
E
I
S
R
E
Q
U
I
R
E
D
)
EX
I
S
T
I
N
G
W
A
L
L
T
O
B
E
R
E
M
O
V
E
D
2
A-
1
1
0
.
0
0
13
O
F
1
3
SO
U
T
H
O
L
D
,
N
Y
1
1
9
7
1
15
0
B
A
Y
W
A
T
E
R
A
V
E
ex
p
e
d
i
t
i
n
g
s
v
c
l
l
c
.
BE
A
T
R
I
Z
E
F
I
R
P
O
12
5
C
O
R
T
L
A
N
D
S
T
R
E
E
T
CO
P
I
A
G
U
E
,
N
Y
,
1
1
7
2
6
(6
3
1
)
5
7
5
-
6
2
5
4
ho
p
e
d
r
a
f
t
i
n
g
s
v
c
@
g
m
a
i
l
.
c
o
m
(9
1
7
)
2
5
1
-
7
6
1
4
gr
e
e
n
d
e
s
i
g
n
AR
C
H
I
T
E
C
T
B
R
I
A
N
O
'
C
O
N
N
O
R
13
0
N
.
W
I
N
D
H
O
R
S
T
A
V
E
N
U
E
BE
T
H
P
A
G
E
,
N
Y
,
1
1
7
1
4
(5
1
6
)
4
7
6
-
8
1
6
8
Cr
o
w
e
n
g
@
a
o
l
.
c
o
m
ho
p
e
d
r
a
f
t
i
n
g
&
06
/
0
5
/
2
0
2
4
BU
I
L
D
I
N
G
C
R
O
S
S
S
E
C
T
I
O
N
EXISTING BUILDING
NE
W
S
C
R
E
E
N
E
D
P
A
T
I
O
NE
W
G
R
E
E
N
H
O
U
S
E
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
2'-0"7'-6"11'-0"12'-2"6'-0"20'-6"8'-4"
1'-6"13'-4"
BASEMENT 1ST FLOOR 2ND FLOOR RIDGEGRADE
1S
T
F
L
O
O
R
SCALE 1/4" = 1'-0"BUILDING CROSS SECTIO
N
A
-
A
PANEL ELECTRIC FPUP 12 R Stairs New W.FOUNDATION (TYP.)EXISTING CONC.SLABEXIST. CONC.
NE
W
1
2
"
T
H
I
C
K
C
O
N
C
.
F
O
U
N
D
A
T
I
O
N
MI
N
.
4
'
-
0
"
B
E
L
O
W
G
R
A
D
E
NOTE:SPAC
E
N
O
T
F
O
R
SLEEP
I
N
G
ACCO
M
O
D
A
T
I
O
N
S
6'-8" Min. Clearance
Greatest 3/8" M
a
x
.
Stair Tread
D
e
p
t
h
Variation (t
o
l
e
r
a
n
c
e
)
between G
r
e
a
t
e
s
t
a
n
d
Smallest Tr
e
a
d
s
w
i
t
h
i
n
a Flight of
S
t
a
i
r
s
10" M
i
n
.
Sm
a
l
l
e
s
t
Ri
s
e
r
h
e
i
g
h
t
8
1
/
4
"
M
a
x
.
Wood railing style will bedetermined on site byowner and contractor34" Min.38" Max.EXISTINGENTRY
NO
T
H
E
A
T
E
D
S
P
A
C
E
RA
I
S
E
D
P
A
T
I
O
UP 12 R CLOSET
6'-8"
7'-4"
HA
L
L
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
NE
W
SC
R
E
E
N
E
D
P
A
T
I
O
NE
W
MU
D
R
O
O
M
1'-6"7'-6"11'-0"
20'-0"6'-6"
BA
S
E
M
E
N
T
1S
T
F
L
O
O
R
2N
D
F
L
O
O
R
RI
D
G
E
GR
A
D
E
SC
A
L
E
1
/
4
"
=
1
'
-
0
"
BU
I
L
D
I
N
G
C
R
O
S
S
S
E
C
T
I
O
N
B
-
B
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
SL
A
B
EX
I
S
T
.
C
O
N
C
.
EX
I
S
T
.
P
I
L
E
FO
U
N
D
A
T
I
O
N
(
T
Y
P
.
)
EX
I
S
T
I
N
G
C
O
N
C
.
MU
D
R
O
O
M
RE
F
.
KI
T
C
H
E
N
NO
T
H
E
A
T
E
D
RA
I
S
E
D
P
A
T
I
O
SP
A
C
E
TO
I
L
E
T
SH
O
W
E
R
(2
)
2
x
8
H
E
A
D
E
R
UD
H
G
2
2
4
1
8
(2
)
2
x
8
UD
H
G
2
2
4
1
8
UC
A
3
0
4
4
EG
R
E
S
S
(2
)
2
x
1
0
H
E
A
D
E
R
HE
A
D
E
R
(2
)
2
x
8
UD
H
G
2
2
4
1
8
HE
A
D
E
R
(2
)
2
x
8
H
E
A
D
E
R
UD
H
G
2
2
4
1
8
01
04
2
5
2
0
2
4
02
MA
R
V
I
N
H
I
S
T
O
R
I
C
W
I
N
D
O
W
CE
D
A
R
S
H
I
N
G
L
E
FL
A
T
1
"
X
3
'
T
R
I
M
CO
P
P
E
R
G
U
T
T
E
R
S
WI
N
D
O
W
S
S
I
L
L
8
"
M
I
N
.
AB
O
V
E
R
O
O
F
2
GR
E
E
N
H
O
U
S
E
4'-0"
MIN.
4'-0"
MIN.
FI
L
L
E
R
FI
L
L
E
R
FI
L
L
E
R
FI
L
L
E
R
4"
T
H
I
C
K
M
O
N
O
L
I
T
H
I
C
PO
U
R
C
O
N
C
R
E
T
E
S
L
A
B
4"
T
H
I
C
K
M
O
N
O
L
I
T
H
I
C
PO
U
R
C
O
N
C
R
E
T
E
S
L
A
B
11
1
/
2
"
R
C
A
M
A
C
H
I
N
E
C
O
M
P
A
C
T
E
D
CR
U
S
H
E
D
C
O
N
C
R
E
T
E
2
11
1
/
2
"
R
C
A
M
A
C
H
I
N
E
C
O
M
P
A
C
T
E
D
CR
U
S
H
E
D
C
O
N
C
R
E
T
E
2
11
1
/
2
"
R
C
A
M
A
C
H
I
N
E
C
O
M
P
A
C
T
E
D
CR
U
S
H
E
D
C
O
N
C
R
E
T
E
4"
T
H
I
C
K
M
O
N
O
L
I
T
H
I
C
PO
U
R
C
O
N
C
R
E
T
E
S
L
A
B
NE
W
1
2
"
T
H
I
C
K
C
O
N
C
.
F
O
U
N
D
A
T
I
O
N
MI
N
.
4
'
-
0
"
B
E
L
O
W
G
R
A
D
E
2
4"
T
H
I
C
K
M
O
N
O
L
I
T
H
I
C
PO
U
R
C
O
N
C
R
E
T
E
S
L
A
B
11
1
/
2
"
R
C
A
M
A
C
H
I
N
E
C
O
M
P
A
C
T
E
D
CR
U
S
H
E
D
C
O
N
C
R
E
T
E
NE
W
1
2
"
T
H
I
C
K
C
O
N
C
.
F
O
U
N
D
A
T
I
O
N
MI
N
.
4
'
-
0
"
B
E
L
O
W
G
R
A
D
E
2
FINISHED FLOOR, 1/2" FLOOR TILE1/4" TILE ADHESIVEHYDRONIX PEX PIPING 3/4" DIA.6X6 10 - GA. WWF REINFORCEMENT4" 3,500 PSI CONCRETE SLAB2" NON CRUSHABLE POLYSTYRENE FOAM6 MIL. VAPOR BARRIER11 1/2" RCA MACHINE COMPACTEDCRUSHED CONCRETE ( DEPTH MAY VARYDEPENDING ON THE GRADE)GRADE4'-0" MIN.12"1'-6" +-CEDAR SHINGLE BENT #5 REBARS 2'0.C. TO CONNECT THE FOUNDATION AND THE FLOOR SLAB 2' LONG IN BOTH DIRECTIONS4" SHELF AT GRADE FORBRICK TO BE LAIDCOLLAR JOINT FILLETWITH MORTAR3,500 PSI CONCRETE12" WALL FOUNTDATION2" POLYSTYRENE FOAM#5 REBAR AT 2' OCHORIZONTALLY AND VERTICALLYSCALE 1/4" = 1'-0"CONCRETE SLAB - FOUNDATION 2DETAIL MONOLITHIC POUR OF CONCRETE
06
0
5
2
0
2
4
RE
V
I
S
I
O
N
S