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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.
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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.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: REMOVE STAIRCASE , KITCHEN REDESIGN,NEW MUD ROOM, NO CHANGE IN USE, OCCUPANCY OR EXITS.BUILDING PLANS EXAMINER HAS REVIEWEDUNFINISHED BASEMENT: CHIMNEY REMOVAL, NEW HATCH ACCESS.SECOND FLOOR: MASTER BEDROOM AND BATHROOM REDESIGN,
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SOUTHOLD, NY 11971150 BAYWATER AVE, TAX MAP : 1000-07800-0300-02200NEW GREENHOUSE, COVERED BRICK PATIO EXTENSION.
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SITE INFORMATIONPREMISES: 150 BAYWATER AVE, SOUTHOLD, NY 11971LAND USE : LOW DENSITY RESIDENTIAL - 1 FAMILY ALLOWEDEXISTINGLOT AREA LOT AREA: 45,921 S.F. PROPOSEDNO CHANGENO CHANGE NO CHANGENO CHANGENO CHANGE ZONE : R-40 ACREAGE : 1.06 CLASS: ONE FAMILY YEAR ROUND RESIDENCETIDAL WET LANDS: NOSECONDARY ZONE: NOFRESH WATER WETLANDS: NOCOASTAL EROSION HAZ.: NO 40,000 S.F. LOT WIDTHLOT DEPTH NO CHANGENO CHANGE TO
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RAISED ROOF ABOVE MASTER AREA.29'6"
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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.
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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
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&
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
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o
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l
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a
v
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2
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0
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b
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p
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f
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3
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a
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s
m
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n
g
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m
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y
b
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q
u
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d
.
A
s
o
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l
b
o
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g
s
t
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g
be
a
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p
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c
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f
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d
w
a
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e
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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
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o
v
e
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y
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o
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r
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c
a
p
a
c
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y
a
n
d
a
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m
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fu
l
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s
p
o
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b
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f
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c
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a
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l
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c
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d
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t
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s
.
3.
M
i
n
i
m
u
m
c
o
m
p
r
e
s
s
i
v
e
s
t
r
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n
g
h
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f
c
o
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c
r
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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
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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
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i
c
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n
c
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4
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2
C.
S
u
p
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t
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,
s
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:
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s
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i
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D.
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c
o
n
c
r
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t
e
t
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h
a
v
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a
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r
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t
r
a
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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
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b
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s
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t
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p
p
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x
.
o
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f
o
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t
f
r
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m
c
o
r
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e
r
s
.
S
e
t
a
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c
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l
t
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s
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d
m
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m
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m
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f
t
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A
n
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s
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C
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e
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(
e
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a
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)
.
A
n
c
h
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l
t
s
a
r
e
3
/
8
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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
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d
a
d
j
a
c
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n
t
t
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a
n
d
c
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c
t
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g
wi
t
h
p
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n
t
w
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k
s
h
a
l
l
m
a
t
c
h
e
x
i
s
t
i
n
g
.
J
o
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n
t
s
b
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t
w
e
e
n
n
e
w
a
n
d
e
x
i
s
t
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g
w
o
r
k
s
h
a
l
l
b
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t
r
o
w
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l
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d
sm
o
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t
h
a
n
d
e
v
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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
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a
l
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d
a
l
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n
g
p
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r
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m
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t
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r
w
a
l
l
s
a
n
d
sh
i
e
l
d
e
d
t
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r
m
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t
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c
o
l
l
a
r
s
a
t
p
l
u
m
b
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n
g
p
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p
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s
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n
c
r
a
w
l
s
p
a
c
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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
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7
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ROOFSUNCOVERED DECKS / BALCONIESCEILING W/O ATTICCEILING WITH ATTICFLOORSSTAIRSRAILINGS 45 LBS PER SQ. FT.60 LBS PER SQ. FT.10 LBS PER SQ. FT.35 LBS PER SQ. FT.40 LBS PER SQ. FT.40 LBS PER SQ. FT.200 LAT AND VERT 20 LB
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1- AS PER SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE CONSTRUCTED AS TYPE ISHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND PAPER ASSOC. WOOD FRAME CONSTRUCTIONMANUAL SECTION 3.4.4.2.2- ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 850, E= 1,600.000 P.S.I.,DOUGLAS FIR LARCH No. 2.3- ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, THICKNESSES OF EXTERIORSHEATHING TO BE 1/2" MIN. AND 3/4" MIN. FOR SUB-FLOORING, UNLESS OTHERWISE NOTED.4- ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR GALVANIZED.5- PROVIDE CROSS-BRIDGING OR SOLID BLOCKING @ 8'-0" O.C. MAXIMUM FLOORS, CEILINGS, AND ROOFING.6- JOIST SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE OF PIPING OR DUCTWORK, ARE TO BE BLOCKED AT MAXIMUM 16" INTERVALS ON BEARING PARTITIONS AND 32" INTERVALS ONBEARING PARTITIONS AND 32" INTERVALS ON NON BEARING PARTITIONS.7- PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW YORK STATE.8- PROVIDE DOUBLE JOIST OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS, PARTITIONS, AROUND ALLOPENINGS, SKYLIGHTS, BATHTUBS AND APPLIANCES OR FIXTURES.9- MICROLAM BEAMS, DESIGNATED WITH AN "ML" OR LVL" NOTATION SHALL HAVE A MINIMUM WIDTH OF1 3/4" PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 2,800 PSI.10- DOUBLE BEAMS, OF STANDARD LUMBER, SHALL BE NAILED TOGETHER WITH 16D NAILS @16" O.C. AROUND PERIMETER OF BEAM, PROVIDE MIN. OF 2" CLEARANCE TO EDGES. TRIPLE BEAMS TO BE NAILEDTOGETHER FROM BOTH SIDES. ALL OTHER BEAMS TO BE THRU BOLTED WITH THE SAME PATTERN.11- WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED. CONTRACTOR TO PROVIDEAND UTILIZE THE PROPER SMOOTH SHANK AND/ OR ANNULAR RING NAILSAS RECOMMENDED BY THE HANGERMANUFACTURER, TO INSURE THE APPROPIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS.12- PROVIDE A MIN. OR 2" CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING.13- DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN. OF 1/4 OF THE TOTAL LENGTH OF WALL.NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS.14- PROVIDE "CATS" AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET HIGH. HAVE STUDBRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT INTERVALS NOT EXCEEDING 8'-0" NO WALL STUDS MAY BE LONGER THAN 11'-2".15- DOUBLE FULL STUDS TO BE SISTERED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALLS ANDBEARING PARTITIONS. ALL HEADERS UNDER 3'-0" TO HAVE SINGLE JACK STUDS, UNDER 9'-0" DOUBLE JACK STUDS, 9'-0" AND OVER HAVE TRIPLE JACK STUDS.16- ALL INTERIOR DOORS TO BE 1-3/8" HOLLOW CORE LUAN VENEERED WITH APPROPIATE HARDWARE.CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCKSETS.17- ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN. OF (2) 2 x 8 FOR SPANS UP TO 3'-0", (2) 2 x 10FOR SPANS UP TO 6'-0", AND (2) 2 x 12 FOR SPANS UP TO 8'-0". HEADERS OVER 8'-0" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR POSTS BEARING ON THEM, SHALL BE
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ATTENTION OF THE ARCHITECT TO DETERMINE THE APPROPIATE SIXE AND STRENGTH
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18- STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE.19- 2 x 6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOI
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20- PROVIDE (3) 1"Ø VENT HOLES AROUND SKYLIGHTS.21- INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATING AND PERPENDICULAR
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THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH OF STAIRS TO BE 36".24- ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE RESID
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IN EACH DIRECTION. ALL FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED.31- ALL INTERIORLEADERS ARE TO HAVE 1/2" FOAM SOUND INSULATION.32- INSULATION SHALL BE FIBERGLASS BATTS - - FOIL ONE SIDE, UNLESS OTHERWIS
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15- DOUBLE FULL STUDS TO BE SISTERED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALLS ANDBEARING PARTITIONS. ALL HEADERS UNDER 3'-0" TO HAVE SINGLE JACK STUDS, UNDER 9'-0" DOUBLE JACK STUDS, 9'-0" AND OVER HAVE TRIPLE JACK STUDS.16- ALL INTERIOR DOORS TO BE 1-3/8" HOLLOW CORE LUAN VENEERED WITH APPROPIATE HARDWARE.CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCKSETS.
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