HomeMy WebLinkAboutTR-10836 T n
Town Haii Anex
so�� 54375 Roue 25
Glen Goldsm'• h, Pres:dent ®��` p O Box 1179
n
A ti;cholas KruPsk:. Vice Pres:den ti � ® Southold, vew York 11971
Eric Seoenosk ' 631) 765-1892
L;z G:! oo;y • (} Fax (631) 765 664'_
E!;zaoet:^ Peep!as
OUNT '
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
SOUTHOLD TOWN BOARD OF TRUSTEES
YOU ARE REQUIRED
TO CONTACT THE OFFICE OF THE BO RDEOF TRUST OF FEES
72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIE
BELOW
INSPECTION SCHEDULE
Pre-construction, hay bale line/silt boom/silt curtain
15' day of construction
'iz constructed
When project complete, call for compliance inspection,
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BOARD OF SOUTHOLD TOWN TRUSTEESe'm�9, E
ar °gao'a SOUTHOLD,NEW YORK
PERMIT NO. 10836 DATE: AUGUST 13,202521
,
' ISSUED TO: CHRISTOPHER& MAIRI YOUNG
PROPERTY ADDRESS: 470 WILLIS CREEK DRIVE, MATTITUCK $"
SCTM# 1000-115-17-17.11
AUTHORIZATION
"6�$OBta Q
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
.,€ accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 13,2025,and f
in consideration of application fee in the sum of$1,250.00 paid by Christopher&Mairi Young and subject to
J
y the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and
.d,;dldd
permits the following: N
Wetland Permit to remove 163sq.ft. of existing rear covered porch, remove 509-sq.ft.
r
impervious bluestone patio at grade, and reconstruct in same location a new 392sq.ft.
one-story addition onto dwelling over a new 336sq.ft. crawlspace and 56sq.ft. partial
basement with a 28sq.ft. bilco door; install a new approximately 300sq.ft. bluestone
patio set in lawn in same location as existing with a bluestone stepping path to pool
patio; remove existing 1,037sq.ft. bluestone pool patio, 39sq.ft. bilco door with :
basement steps, and 44sq.ft. landing and steps, and construct a new 1,164sq.ft.
a porcelain pavers patio, and a new 41x13' entry platform with steps; the existing ,
retaining walls for pool patio are to remain; with the condition that no part of the Y
i addition be any further seaward than existing structure; all as depicted on the site plan
°°. prepared by Richard M. Mato,Architect, received on September 4 2025 and stamp ed
approved on September 4, 2025.
tS :aea � �
! IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to,be affixed,
and these presents to be subscribed by a majority of the said Board as of the day and year written above. 3
,`
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TERMS AND CONDITIONS
The Permittee Christopher&Mairi Young 470 Willis Creek Drive Mattituck New York as
part of the consideration for the issuance of the Permit does understand and prescribe to the
following:
1. That the said Board of Trustees and the Town of Southold are released from any and all
damages, or claims for damages, of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit, and the said Permittee will, at his or her own
expense, defend any and all such suits initiated by third parties, and the said Permittee
assumes full liability with respect thereto, to the complete exclusion of the Board of
Trustees of the Town of Southold.
2. That this Permit is valid for a period of 36 months, which is considered to be the estimated
time required to complete the work involved, but should circumstances warrant, request for
an extension may be made to the Board at a later date.
3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to
maintain the structure or project involved,to provide evidence to anyone concerned that
authorization was originally obtained.
4. That the work involved will be subject to the inspection and approval of the Board or its
agents, and non-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board.
5. That there will be no unreasonable interference with navigation as a result of the work
herein authorized.
6. That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks.
7. That if future operations of the Town of Southold require the removal and/or alterations in
the location of the work herein authorized, or if, in the opinion of the Board of Trustees,
the work shall cause unreasonable obstruction to free navigation,the said Permittee will be
required, upon due notice,to remove or alter this work project herein stated without
expenses to the Town of Southold.
8. That the said Board will be notified by the Permittee of the completion of the work
authorized.
9. That the Permittee will obtain all other permits and consents that may be required
supplemental to this permit, which may be subject to revoke upon failure to obtain same.
10. No right to trespass or interfere with riparian rights. This permit does not convey to the
permittee any right to trespass upon the lands or interfere with the riparian rights of others
in order to perform the permitted work nor does it authorize the impairment of any rights,
title, or interest in real or personal property held or vested in a person not a party to the
permit.
TYPICAL ROOFING V
STANDING SEAM M VO
METAL ROOFING04
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NEW I TYPICAL SIDING
BILCO I CRAWLSPACE = I
VINYL SHINGLES
C
L — _ EXISTING
— — — — — — — — — — — — — — — — — — — — — — — — —
I - - - - - - - - - - - - - - - - - - - � - - - - HOUSE
I EX. VALLEY
EX. O
I I I ADDITION EXISTING FLASHING12
. -
-
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- - - - (TYPE
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EXISTING HEAD FLASHING
ADDITION
(TYP)
ROOF 04180�TFOF NVJ"TTFI
I I A 41 4 A1 ROVED ED By
BOARD OF I RUSTEESD
AXW41 Axw41 .TOWN OF SOUTHOL
��� 7 q/3/25 REV TRUSTEE
777 DATE See�c n�e,r 6 4/1/25 REV. 57RUC.
.`. 5 3/I0/25 PERMIT SET
12°x ° UL I IDE
/ 3 1/20/25 DESIGN REV.
I 1/2/25 DE51GN REV.
_— No. Date Title
REVISIONS:
Drawn By:
RI"I I"I
[[ Date:
trys i' I I 12/i O/24
S E P 4 2025 Drawing No.:�
LIEFT F—LEVATION (SOUTH )
$OUth01(110'di11
SCALE: y4"..I'—O" B,^fd afTnlstces
w
3
w Q OF SHEETS
I
B
4 ,4
31'-10"
B C
3 3
1.4'-011 2.4'-611 7'-411 71_011 11'-10611 12'-3" GC 71_4V"
EXISTING
3%,"m STL. COL. ON
30"x O"x15" THK P.C. FTG, r - - - - - - - - - - - - - - - - - - - - �
(3)3* RE-BAR E.V4. I
UNLESS 07HERP41SE NOTED G12 —C12 — G12— G12 G12 G12 C12 C12 C12 C12 ARAI A R41
— � - - - - - - - - - - - - - - - - - - G15 C. C 15 C15 15 C.15 C15
C15 15 G15 G15 AXW41 A W41 I
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DRILL INTO EX. W PKT. = 16" O.G. I FND. E EPDXY Q I NJ.\+
SET MIN. OF 6"INTO FND. WALL - 11
d W ¢
ST (TYP.) RAWLSPACE I t7 I m u, I N - (Y 5y� a y/ \ X 13'-I" / P� I ci'-c1n 3y2" _ l) 141_011 c��/211 I IN ip C7
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4 lQ to �EX—. R.R�/. I I -N I W V NV
NEW 2"xl0" F.J. I _I i 3 \n _ % �I r�o (Li N z F� U
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OF EX.
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ALL
VONDITIONS L :r — — — — — — — — — — — I PATIO (� I V ,x I I N L L J ( /EX. REMOVE L_ r ¢
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UNDER PT. LOAD I O
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6" TO ALIGN 00
WITH MAIN FLR. I EW
7"x5"xs/4" STL. i------ --------� - I JI- -- -- _ V BILGO G1 M
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BRG. PLT. I I / ---- --- --� \ f J I I VERIFY ALL II f-z I �p C , N
\ tt I CONDITIONS I I ]Q I x - `�f p O
Lri EXISTING FND. J L
WALL TO BE � - -
EX. ACCESS REMOVED I I W 12 X 45 STEEL HDR. I '
ss5 REBAR DIOWELS I POST POST } 3 I I EXIST. WALL W
REMOVE EX. WINDOW 012" O.G.-6" IIEMBEDDED (TYP.) (TY .) W
GROUT SOLIp TYP I EXIST. BILGO ( V I I TO BE REMOVED
7"x5"xs/4" STL. PROVIDE ACCESS � I II ( ) TO BE 23'-3/2" � Z
BRG. PLT. VERIFY ALL I - -- z I
W CONDITIONS I I REMOVED 14'-O"
3Tj 11 NEW (3)-Is/4"xgk2" L.V.L. FL. HDR.
- - - - - - - - IL - - - -
l7 I I Q X _ __ 5'-3y2" -0 a'_eY2• : O 5' BYY 2 2'_0.. EX. FL. HDR.
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_ 0 @ 16" O.G. I ---- �9 II J
0
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N EXIST. ^ I m� I lu A I IG - W 116 LIVING ROOM
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W I Q Q 4 " HOOD I N N
W > I I ^ W
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PIPE COL. W/24"x24"xl2" I '� � " r W
THK. P.G. FTG. I WINDOW I I I 48' \'LF I
Z ei
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V
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_ _� - - - - �- - - (3)_2"xl0" GIRDER -
(VERIFY) , - � I - - - - - -
�---- - NEW (3)-Is/4"xq%' L.V.L. O
I (VERIFY) I II Ii W/(2)-s/4"xq" STL. PLT. FL. HDR
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II / III 1-I1-IGU5.50 GIRDER
�J-LLJ� - I l I I HANGER EA. SIDE ®
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EX. 2"xi0" F.J. Q/ EX. 2"x10" F.J. �
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x x W I y N > EX. 2"xIO" F.J.
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A
-----------------------------
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LEGEND \ ------------------- / LEGEND ❑ ❑ qr 04186'\
FOF N
EXISTING FND. WALL FOUNDATION PLAN EXISTING WALL FIRST FLOOR PLAN
NEW FND. WALL PROPOSED WALL
SCALE: y4"-I'-O"
SCALE: YV-0-0"
WALL TO BE REi"OVED
7 q/3/25 REV TRUSTEE
G .4/I/25 11 REV. STRUC.
AREA CALCULATIONS 5 3/10/25 PERMIT SET
ETIENTIRE 4 2/21/25 PERMIT 5ET
BEAM LENGTH
3 I/20/25 DESIGN REV.
Q1
EXIST'G. FIRST FLOOR I, GOA S.F. 2 111.4125 DE51GN REV.
$ 2 �61 S.F. NEW FIRST FLOOR 371 S.F. I 1/2/25 DESIGN REV.
8 No. Date Title
n EXISTING TOTAL FIRST FLOOR I, g75 S.F. 3`�1 S.F.
REVISIONS:
NEW
MULTIPLE MICRO-LAM MEMBER AS JSTEEL FLITCH PLATE NOTED ON PLANS (IF INDICATED ON PLANS) EX I ST'G. SECOND FLOOR 1,057 S.F. Drawn By:
%'0 BOLTS W/LOCK WASHERS
NOTE: NEW SECOND FLOOR O S.F. RMI"1
Date:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES TOTAL SECOND FLOOR 1, 057 S.F. '`� I- 4'! r' \ 1 12/10/24
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. 1�c_ �_..:y
MICRO—LAM / FLITC44 PLATE BOLTING DETAIL NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
N.T.S. l` Drawing No.: .
ALL MULTIPLE GRO-LAM MI MEMBERS AND FLITCH BEAMS TO TOTAL BUILDING AREA 3,032 S.F. 2025
BE BOLTED AS SHOWN.
suomol:To\;nA2
OF E3 SHEETS
FLASHING
TYPICAL ROOF CONST.
2"xl0" R.R. STANDING SEAM METAL ROOFING
NEW Vx12" VALLEY ON FLAT 16" O.G. 30ss BLDG. FELT UNDERLAYMENT
SELF-ADHERING "MOISTURE GUARD PLUS"
9/4" AG EXT. PLYWD. SHEATHING
2"xIO" R.R. P 16" O.C.
L.V.L. HDR. (2)-2"x12" (3)-2"x12" T E W u
YPICAL XT. ALL CONST. O
CEDAR PERFECTION VINYL Q1 M U
5/2"xll /B" A.P.B. SHINGLES, 5%2" EXPOSURE
EXISTING I I NEW BO** BLDG. FELT UNDERLAYMENT fTl
SUN ROOM I I DINING ROOM LIVING ROOM 5/,," EXT. PLYWD. SHEATHING O
I 2"xG" STUDS V 16" O.G.
R-21 KRAFT FACED FIBERGLASS
�— EXIST. WALL
TO BE REMOVED
E--+ 3
GATT INSULATION U
� W W
z
II 5/8" G.W.B. �
x
/4" PLWD. SBFLR. I I 5/4" PLWD. SBFLR.NEW 2"xl0" F.J. I I
NEW 2'xl0 U F.J. S-4 O O
IG11 O.G.PATIO I I ALIGN P 16" O.G. Ag
W Q
• - ---------------- :• NEW _
GRADE Q
(3)-2"xlO GIRDER II-III-III- 00
EXIST. CRAW LSPACE i _ ►�+ u N
=III- COMPACTED FILL
REMOVE IS FLR JSTS E I O
RAISE THIS SECTION APPROX CRAWLSPACE
6" TO ALIGN WITH MAIN FLR. 2 P.C. SLAB W/ 6X6, 10/10 W.W.M. � � II- �
OVER VAPOR BARRIER III=I! WATERPROOFING V M
III- N
.7 7.
Off.
M
VERIFY ALL
CONDITIONS TYPICAL FDN. CONST.
WxW-G" P.C. FDN. WALL W/
(2)-xt5 RE-BARS 74tB
(2)-2"x6" TREATED SILL FL' AS NOTED
SILL SEALER
rA`�� BUILIDING SEC71ON TERMITE SHIELD
5/8"m x 12" ANCHOR BOLTS W/ 2"X2" 5TL.
A� I "- '- I' WATERPROOFING O.C.
SCALE: /4 — I O
8"xl6" P.C. FOOTING W/
(3)tt5 RE-BARS
W �
O
EXIST. C.J.
EXISTING►
FLASHING EXISTING 2"x1o" R.R. BAT44ROOM
2„x,O R.R. BEDROOM
�j
16 O.C. 2"xW G.J. VERIFY ALL ^
Cm 16" O.G. CONDITIONS Ir"11
ALIGN FASCIA 5-2 2±�
W/EXIST. A8 ALIGN FASCIA S-2 NEW (3)-19/ xq%" L.V.L.
V4/EXI5T. 12 FL. HDR. V1
AS 2±�— O
-T.O.P. — EXIST. F.J. T.O.P. EXIST. F.J. EL••�-1
L.V.L. HDR.
II W12x55 STL HDR. (3)-2"x8" HDR. ALIGN u EXIST. F.J. o
II .1 SOFFIT
II
((1 NEW II NEW PORCH R HD . II
_I w DINNING ROOM ii KITCHEN TO BE
_ X ii EXISTING
6 LIVING ROOM
6 U
EXIST. WALL II
< F TO BE REMOVED II
9/4" PLWD. SBFLR. II I Q
%" PLWD. SBFLR. II
5-4 NEW 2"xl0" F.J. III �,
S-4
A8 NEW 2"xl0" F.J.
- @ jr-" O.G. ALIGN II I AB P 16" O.G. ALIGN/ - F_ D M.��5 � /T ROUGH IST FL. ROUGH 157 FL. I I Q� \G,Z,P
T.O.F.
- -— T.O.F.
GRADE IIL, III-III NEW GRADE ( I
1 - - NEW
COMPACTED FIL EXIST. F.J. }�
CRAW LSPACE 11=111=1 t I I
LI 'III EXIST• �p II-ICI- CRAWLSPACE
WATERPROOFING - I 2'P.C. SLAB W/ 6XG,10/10 W.W.M. BSMT• =�- 2"P.C. SLAB W/ 6X6,10/10 W.W.r1.. I 04186A
IIII�t OVER VAPOR BARRIER III OVER VAPOR BARRIER I I BSIMT. �TFOFNE�N�O�
T.O.F. III=
-- T.O.F. II—III I I
-I�I-
VERIFY ALL - - -
COVERIFY ALL
NDITIONS ( I CONDITIONS
I
ALIGN
7 q/3/25 REV TRUSTEE
6 4/I/25 REV. STRUC,
5 3/10/25 PERMIT SET
3 1/20/25 DESIGN REV.
I I/2/25 DESIGN REV.
B BUILDING->� SECTION C BUILDING SECTION 1 /2/25 , DESIGN
REVI
SCALE:
SCALE: %4"=1'—O" Drawn By:
RI"IM
Date:
12/10/24
i
I t Drawing No.:
SEP 4 2025
A- 1
I So�t!,c! 1c,rn
Fc,nud ct Tnh'ecs
[fit
.. 3
W
w o OF SHEETS
Glenn Goldsmith,President ®� S0 Town Hall Annex
A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25
P.O. Box 1179
Eric Sepenoski l Southold, New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples � �� Fax(631) 765-6641
c®U ,N
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
September 4, 2025
Richard M. Mato, Architect
PO Box 2284
Aquebogue, NY 11931
RE: CHRISTOPHER & MAIRI YOUNG
470 WILLIS CREEK DRIVE, MATTITUCK
SCTM# 1000-115-17-17.11
Dear Mr. Mato:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, August 13, 2025 regarding the above matter:
WHEREAS, Richard M. Mato, Architect on behalf of CHRISTOPHER & MAIRI YOUNG applied
to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold
Town Code, the Wetland Ordinance of the Town of Southold, application dated April 25, 2025,
and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be found
Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
August 13, 2025, at which time all interested persons were given an opportunity to be heard,
and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold
Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
2
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent with the
Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees APPROVE the application of CHRISTOPHER & MAIRI
YOUNG to remove 163sq.ft. of existing rear covered porch, remove 509sq.ft. impervious
bluestone patio at grade, and reconstruct in same location a new 392sq.ft. one-story addition
onto dwelling over a new 336sq.ft. crawlspace and 56sq.ft. partial basement with a 28sq.ft. bilco
door; install a new approximately 300sq.ft. bluestone patio set in lawn in same location as
existing with a bluestone stepping path to pool patio; remove existing 1,037sq.ft. bluestone pool
patio, 39sq.ft. bilco door with basement steps, and 44sq.ft. landing and steps, and construct a
new 1,164sq.ft. porcelain pavers patio, and a new 4'x13' entry platform with steps; the existing
retaining walls for pool patio are to remain; with the condition that no part of the addition be any
further seaward than existing structure; all as depicted on the site plan prepared by Richard M.
Mato, Architect, received on September 4, 2025, and stamped approved on September 4, 2025.
Permit to construct and complete project will expire three years from the date the permit is
signed. Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
Glenn Goldsmith
President, Board of Trustees
SOUTHOLD TR.USTEES
No. 1 O g 3 (40
issued To ���:��e�.�er� µ4:�: yo,►,,g Date B 1i3 /�
Address `I}o �; Il;s C ��.eK Dr ; vet Matt ;T�cK
THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION
.TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD
SOUTHOLD, N.Y. 11471
T E L.: 765.1892
Glenn Goldsmith,President ���� COGy Town Hall Annex
A.Nicholas Krupski,Vice President 54375 Route 25
0
Eric Sepenoski w ,$ P.O.Box 1179
Liz Gillooly �y • o�� Southold,NY 11971
Elizabeth Peeples ! � �a Telephone(631)765-1892
Fax(631)765-6641
Southold Town Board of Trustees
Field Inspection Report
Date/Time: 9-4/25 Completed infield by:
Richard Mato, Architect on behalf of CHRISTOPHER & MAIRI YOUNG requests a
Wetland Permit to remove 163sq.ft. of existing rear covered porch, remove 509sq.ft.
impervious bluestone patio at grade, and reconstruct in same location a new 392sq.ft.
one-story addition onto dwelling over a'llnew 336sq.ft. crawlspace and 56sq.ft. partial
basement with a 28sq.ft. bilco door; install a new approximately 300sq.ft. bluestone
patio set in lawn in same location as existing with a bluestone stepping path to pool
patio; remove existing 1,037sq.ft. bluestone pool patio, 39sq.fl:. bilco doorrwith
basement steps, and 44sq.ft. landing and steps, and construct a new 1,164sq.ft.
porcelain pavers patio, and a new 4'x13' entry platform with steps; the existing retaining
walls for pool patio are to remain. Located: 470 Willis Creek Drive, Mattituck. SCTM#
1000-115-17-17.11
Typ7 of area to be impacted:
Saltwater Wetland Freshwater Wetland Sound J Bay
Part of Town Code proposed work falls under: " Chapt. 275 Chapt. 111 other
Type of Application: Wetland Coastal Erosion Amendment
Administrative Emergency Pre-Submission Violation
Notice of Hearing card posted on property: Yes No Not Applicable
Info needed/Modifications/Conditions/Etc.:
'0a cAc��► i o�5 �r u���^G�c S�o.,✓�c� }�,an �'xiS�L it c�
Present Were: v G. oldsmith ✓ N. Kr pski E. Sepenoski
V L. Gillooly E. Peeples
GENERAL CONSTRUCTION NOTES= GENERAL FRAMING NOTES= MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR EXTERIOR STAIR NOTES*
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RE5IDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, 0. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL MEADER5, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE: NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR U2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH RBII, R301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF �1�" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
. 6'
AND SPECIFICATIONS WHETHER OF; NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING SHINGLES WHEN REQUIRED BUILDING DEPARTMENT NOTES
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. MINIMUM HEADROOM AT STAIRS IS -8" AS PER R314.3.
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM R15E - 75Y."
2. ALL CONSTRUCTION WITHIN THE IBO MPH THREE SECOND B. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST WIND SPEED REGIONS SHALT_ BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL 5HALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10'
FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.5.C. MINIMUM NOSING PROJECTION - ��"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM N051NG PROJECTION - It," CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - g/I6"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES,
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST O
4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH
THE PLUMBING CODE, MECHANICAL. CODE AND FUEL GAS CODES AND THE 501E OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES= AND PAPER ,ASSOCIATION (AF 8c PA) WOOD FRAME CONSTRUCTION
SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD � l
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS V
PLUMBING CONTRACTOR SMALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. 1. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND - 0 GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL M
S. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, a
5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 ~
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS DESIGN CRITERIA:
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITIONS UNLE55 OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROCF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS Q U"
CONTRACTOR SMALL PERFORM AEI_ ELECTRICAL WORK. SPECIFICATIONS. LIVE LOAD 40 PSF:
2. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING
6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: � 3 w
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED 4. PROVIDE METAL DRIP EDGES AT ALL EXP05ED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30"
BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O" O.G. WHICH EVER IS LESS. ROOF SNOW LOAD 25 PSF:
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLE55 NOTED Z
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE. WIND LOAD 130 MPH U
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-O" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR ~�
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS.
SMOKE ALARM NOTES= 0 Q
WORK.
8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS. SQUARE FOOTAGES:
8. THE CONTRACTOR SHALL MATCH ,ALL EXISTING CONDITIONS AS THEY GENERAL WALL HOARD NOTESs
CONCENTRATED LOADS AS REQUIRED
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, . o. ONE IN EACH SLEEPING ROOM.
b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE NEW FIRST FLOOR AREA 691 S.F.
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE �" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS.
CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT � �
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING N
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SMALL N CI,
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. x r-RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE.
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE Q 1�1
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL u Ga M
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS
AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS O
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. �� IL
OTHERWISE. ALL CONSTRUCTION ",SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLE55 3, PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
SHOWN UNLE55 NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES 514ALL BE INTERCONNECTED IN SUCH A MANNER THAT
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE l
11. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 11. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHODS, TECHNIQUES, SEOUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF A. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. ZONING CLASSIFICATION:
DRAWINGS AND SPECIFICATIONS. 'THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH
BASEMENTS.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY
� YEAR MATERIAL. A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONE - AC
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
13. ALL DECK JOISTS SHALL BE AGO AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES= DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING;
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
GENERAL EXCAVATION d BACK FILLING NOTES= 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC • •
PROVIDE ASPHALT ROOF SHINGLES WITH V30 FELT OVER 60 MIN. GRADE 'D' BUILDING 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM r7l
ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A �/� HOUR FIRE RATED w 1�,
1. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.C. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SMALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION. ,, \
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
WITH THREE COATS. PROVIDE A MINIMUM OF 1" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. W
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. r l
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION d HEATING NOTES-
CAPACITY OF TWO TONS PER SOUARE FOOT. IT IS THE SOLE RESPONSIBILITY OF 0. PROVIDE ASPHALT ROOF SHINGLES WITH fo0 MIN. GRADE 'D' BUILDING PAPER
ENERGY NO'I'E5:
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. O
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
I6. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF W15 KNOWLEDGE BELIEF
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN W
WORK WHERE THE TEST INDICATES A 501L BEARING CAPACITY OF LE55 THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE
WALL STUDS ACCORDING TO PLAN AT 16" O.C. W SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY WITH BATT INSULATION PER NEW YORK STATE. LIST OF DRAWINGS
V GS O_
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
b. EXTERIOR WALLS- NOTCHING AND BORINGS SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING
I. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS '
FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS.
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. SHEET AI GENERAL NOTES Q
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 11. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE
REQUIRED HEIGHT. GENERAL GLAZING NOT£5= SOLE RE5POSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE
UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS SHEET A2 FLOOR PLANS
EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST
3. NO BAGKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL
WALLS WITHOUT THE FLOOR FRAMING OR PACIPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
+ PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION TEST OF ASTM E Iggfo AND OF ASTM E 1886 AND R301.2.1.2 OF HAVING JURISDICTION. ALL SYSTEMS SMALL BE DESIGNED AND CERTIFIED BY A SHEET A3 ELEVATIONS
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE NEW YORK STATE PROFESSIONAL ENGINEER.
CONTRACTOR SMALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED THE 20?O RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE
OTHERWISE. BY EXCEPTION TO R301.2.1.2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF W15 KNOWLEDGE, BELIEF SHEET A4 SECTIONS
A. ALL EXCAVATIONS FOR CONCRETE: PIERS AND FOOTINGS SMALL BE A d, PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLE55 NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET V1
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2015
e. STUDS SHALL CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SMALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. SHEET A5 CODE PAGE
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO. GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. Q
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS.
g. FOR UPSET HEADERS AS PER PLAN, TEGO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE * RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUS # SPA BARRIER NOTES=
BOTH SIDES OF THE HEADER. E n
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SMALL
GENERAL CONCRETE NOTES: In. LINTELS SHALL NOT BE LE55 THANE BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SMALL BE PROVIDED WITH BARRIERS AS PER
I. THREE 2xIO'S FOR SPANS UP TO T-O" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, PROVIDE APPROVED
II. THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
I. LOCAL SOIL CONDITIONS AND/OF', LOCAL PRACTICE MAY NECESSITATE
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2 THE CODE REQUIRES.
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SMALL BE ADHERED TOi
2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL c. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FIN15H FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET �ERED ARc
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I. (I)-2x6 (FLAT) FOR UP TO 7'-0" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24".
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CRO55 I1.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" Q M.Mq
SECTION. THE FOOTING SHALL 13E POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3. Qyr� ��
PLANS WITH US REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
WALL CRO55 SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
TO WALL WITH y2"O DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL 4
4. (2)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
%'0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM
S. HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE \ SJ 04
m. PROVIDE GIRDER PER PLAN ON Sys"O DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE '�T�
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE.
2020 RESIDENTIAL CODE OF NEW YORK STATE.
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-R-WA.LL OR EQUAL.
8. FINISH SLAB SMALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY.
q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
/1/25 REV. STRuc.
GARAGE FLOOR SLABS SMALL 1.7AVE MINIMUM ULTIMATE COMPRES51ON
I /25 PERMIT SE
STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO o. Date Title
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
REVISIONS:
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE
CONCRETE VOLUME.
Drawn By:
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. RI"m
it. ALL CONCRETE WORK SHALL BE: IN ACCORDANCE WITH THE LATEST ACI '
315 AND ASTM C1157 REQUIREMENTS. ® Date:
i f 12/1 O/24
�' r(
12. ALL CONCRETE STEEL REINFORCEMENT SMALL BE NEW BILLET STEEL ` iJ �'-� ..-..-- Drawing No.:
CONFORMING TO THE LATEST ASTM A-6I5 GRADE &0.
��
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED
APR 2
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER.
A I
Southold lawn
IA. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
HORIZONTAL.
OF SHEETS
C
35'-6"
B
4 4 I'-10" 1'-1011 11_I�11
31'-10" 24'-q° B cll_1° C
1'-O"
1 n u 1'-10° 1 u i'-10° 1 n 7'-O° 11'-IOy201 �' 5'-10Y211 ,41_6J/2n .41-r.'I
14 -O I O -mil ql -1 7 -4 /2 �2
EXISTING
3%?"m STL. COL. ON = (��d AR41 A R41
30"x 0"x15" THK P.G. FTG. _ _ — — —
(S)3* RE-BAR .W. �. _ _ C�•S'P -
• .: - - G12 G12 G12 G12 G12 G12
AXW I A W41
UNLESS OTHERWISE NOT ' `` O O " \i O_
` .•_ _ _ _ _ � - - — — — — — — — — — — — — — — — C 12 12 G 12 G 12 (3)-2"x S HDR. I
— — _ — — _� •.: _ r' C15 C15 C15 C15 C15 C15 C15 15 C15 C15 BAR 01 I I rO
V.
PKT. I I EX. HDR. (3)-Is/4"x %" L. .L. HDR. (3) Is/4"xG%" L.V•L. HDR.
fy v
ss4 REBAR-IB" LONG t I II I 0
TOP ff BOTTOM R' NEW 2"xIO" F.J. ( �/ / I A I �t M U
DRILL INTO EX. W �l
FND. 4 EPDXY (� 16" O.G.
SET MIN. OF 6" (Y— I \ / I lY W
INTO FND. WALL �W I I (� 5 11 a �'i X 13'-111 / P/l I g1_g11 3y21' = V 14'-O" 5y2= I co 1 C7
ST. (TYP.) RAWLSPACE I _ ( �' = -' z 3 O aU
G WLSPAG I—° - I < °D W I J a ��� / �`P �'� a NEW I X N I �, H 3 u
DINING RM. _ - I ' w w
II'-I1" N P II'-I1" t 0 to (a I �+ I Q N 3 EX. PORCH -
I TO BE REMOVED to � O z
ll I A -1 I J EX. R.R. Q I I \ N Z
_ -� I�
4 � r 3 EX I ST I G "` I �= N �
NEW 2"xl0" F.J. v �� - ((/ I _ I I �. LINE OF EX. I F- r (�
W, O.G. PKT. ) J El rl6 01 7 I I H U 3 POST 2ND FLR. 0 C)
I _ I _ = SUN RQOM I ,Ito - - I m NEW xi F.J. Q
W (2)-F.J.. — — — — — — — — — — —� — — — ° I - -- --- - NEW (3) Is/4Ix�1%z L.V.L.-FL. HDR. ------
- �: r.,.. :.�: NEW I E R.R. (�, I r- _ -� r- _ �- - --�-T-- -r-� O
V RIFY ALL L — — — _ — — — — _ I ° m X W / I I N L I-_I /EX. FL. HDR\ L J 1
ONDITIONS SOLID BLOCK PATIO N I �, I Q / N I I 3 (T/O BE REMOVEW I O
UNDER PT. LOAD - '-
I W �� I� I Z � I N
REMOVE EX. FLR JSTS d 111_71' 8" I I1'-7" UP I i _ Z X /Z 18'-6j1 II LL V I ; 1 pp
RAISE THIS SECTION APPROX
� aa� � NEW O
Co" TO ALIGN WITH MAIN FLR. Y I Ill' I J� -- -- = I lL V I BILCO U N
7"x5"xs/4" STL. I I /�----- --- - �\ jl I VERIFY ALL I I 1-Z I '9 -
In
BRG. PLT. ---- -- v
CONDITIONS I OQ -
IN
— - - --
EXISTING FND. ----�----I - - - -E----�-- - N % ❑
WALL TO BE
EX. ACCESS REMOVED I I POST W 12 X 45 STEEL 1-IDR. PO T ? 3 I I...
sty REBAR DIDWELS I I EXIST. WALL W
REMOVE EX. WINDOW CM12" O.G.-6" IEMBEDDED I EXIST. BILCO I CTYP.) (TY ) I- Z I I TO BE REMOVED
L7"x5"xs/4" STL. PROVIDE ACCESS a I GROUT SOLIp (TYP) I TO BE 231-3V u Z I I 14 O
BRG. PLT. w VERIFY ALL I REMOVED
�2 1- n
CONDITIONS I I
- - - - - - - W V 3�2/ 11 - I NEW (3)-Is/4"xGy2�� L.V.L. FL. WDR- fl
�I 3 5'-3 I 8'-By 5' 3,V EX. FL. HDR. I
1 I I Q X -�-_ y2" - 2" _ 2 2'-OI J TO BE REMOVED
EX. 2'xl0 F.J. I L----- --- Q Cr- ISLAND x = ( )
_ V 0 0 1&" O.G.
x
N F'\ j - ° iv m� A IG - w 116 LIVING (ROOM
N - ECIST. I I I}L I a 3 KIT �-I�N , o jll a • •
w BASEMENT W I Q Q In J O x x p ,�
Q 4 HOOD I tV N - I u �J
X I RANGE _ I
PROVIDE NEW 3%2"m 3'-4" W �' I - - - `� 3 �. EX. 2"xl0" F.J. ^LJJ
PIPE COL. W/24"x24"xl2" NEW I I I 48' �' Z I 3 16" O.G.
REF/ _ W
THK. P.G. FTC. I WINDOW I - t- - - -FRZR Z (4)-2'x6
EX. (3)-2"xIO" GIRDER EX. (5)-2"xIO" GIRDER EX. (5)-2"xIO" GIRDER
- —� - - - - --�- - - �— - - �- - - I - - - - - -
(VERIFY) fi , 1 (VERIFY) NEW (3)-Is/4"xG%2" L.V.L. O
II I I II III W/(2)-s/4"xq" STL. PLT. FL. HDR
IUP r
I I I II / DIN I I () PROVIDE SIMPSON
II / III HHGU5.50 GIRDER
III I I II IL I I HANGER EA. SIDE ® O
— — J.J—LLJ� — I \ III J
\ REMOVE EX. I I > uu
\\ DOOR ~�
J T�
w w I \\ I H V1
a a \\ I I F--I F-'--�
X
LL
EX. 2"x10" F.J. EX. 2"xl0" F.J. lL - �]
j � 16° o.c. _o ff m I
x �, x ( W I EX. 2"xl0" F.J.
N N i 3 Cm 16" O.G.
In In m I �\ Z
U P I r 71 I�
X 1 X
w w O �
El
I , w
a
I
I
/
/
I /
I '
/
L——————————— ——————————————————————————————— ❑ ❑ ���s�PRo ARcy/
_
LEGEND \�------------------�' LEGEND ❑ ® s� 04186A ,�
9TFOF NEW
FIRST FLOOR PLAN
EXISTING FND. WALL FOUNDATION PLAN EXISTING WALL - -
` ' '•• .• NEW FND. WALL PROPOSED WALL SCALE: y4"`I'-O"
SCALE: y,�"-1'-O"
WALL TO BE REMOVED
6 .4/1/25 REV. 5TRUC.
AREA CALCULATIONS 5 3/10/25 PERMIT SET
4 2/21/25 PERMIT SET
� ETC. ENTIRE �'-o• P-o• 1'-O• Y-o• 1'-O' I'-O• s•
BEAM LENGTH
0/25 DESIGNREV.
� EX I ST'G. FIRST FLOOR I, (004 S.F. 2 I/14/25 DESIGN REv.
S NEW FIRST FLOOR
2, GG I S.F. 3�l I S.F. No. 1/Date 2/25 DESIGN REV.
n
EXISTING TOTAL FIRST FLOOR I,G�l5 S.F. 3qi S• F• REVISIONS:
NEW
MULTIPLE MICRO-LAM MEMBER AS STEEL FLITCH PLATE EX I ST'G. SECOND FLOOR I 057 S.F. Drawn By:
NOTED ON PLANS (IF INDICATED ON PLANS)
%"m BOLTS W/LOCK WASHERS NOTE: NEW SECOND FLOOR O S.F. RMM
Date:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES TOTAL SECOND FLOOR 1, 057 S.F. - 12/10/24
PRIOR, TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. r" 9 r
MICRO—LAM I / FLIT'ICH PLATE BOLTING DETAIL NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NOTIFICATION. �,� IF --'- -- Drawing No.:
N.T.S.
TOTAL BUILDING AREA 3, 052 S.F. iI
ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO 1 •'' r/� t
BE BOLTED AS SHOWN. APA 5 2025
1
Fo re of Tn,;tF!,.:;
OF SHEETS
TYPICAL ROOFING r
STANDING SEAM �J C)
METAL ROOFING M U
o 5)
H ww
VALLEY Z
EX. EX. EX. EX. EX. EX. FLASHING EX. EX. U
C7
E D FL SI IN S- ANDIPIG SEAM METAL O F i a
T
FTIT
r--- - N �
O
A 41 A 4111I I I I I vI
V
G G GI GI LEE GI GI GI GI GI O
r� H� CL. M
I
AXI i AXW41
TIN21056
777
C15 G15 G15 L
15 G15 G15 G15 C15 GI5 G15 II I�
1111111 1111 11h 11IL411 1111111 1111111 11111111111 1 11111111IN I I I I I I I I I I I I I I I I I I I I I I I
NEW I I I CRAWLSPAC� I TYPICAL SIDING
I B I LGO
I I I I WOOD SHINGLES � F-j
— — — — — — — — — —
EXISTING
I - - - - - - - — - - - - - - - - - � - - - - - - HOUSE
VALLEY
I
EX. EX.I � ADDITION EXISTING FLA5HNNG_ PTO
\ �2t HEAD IFLASHING W
- - - - - - REAR EL �/ATION �I�I�ST) --___ CTYP)
SCALE: /4"=I'—O"
0
V 1
286 W 286 T FBI
V1
III I-LIT
O
O
O
CRAW LSPACE I I a
RIGHT FELEVAT I ON NORTH I I r
4
— STEP FOOTING UP
L SCAE= y4"—I'-o" J RED ARC
EXISTING - - - - - � — Cb h'/❑\
HOUSELi L--j
EXISTING '+ADDITION
ROOF HEAD FLASHING
(TYP,
04186-\ Q�
T�TFOF NEv��O
FFT-fl III'I'll A 41 11Fmi
AXW41 AXW41
6 .4/I/25 REV. 57RUC.
12°x ° UL I IDE 5 3/10/25 PERT"IIT SET
3 I/20/25 DESIGN REV.
I 1/2/25 jj DESIGN REV.
— - -— No.F Date Title
REVISIONS:
Drawn By:
Ri"I I"I
Date:
12/10/24
F-i ❑ -1 Drawing No.:
LEFT ELEVATION (SOUTH ) `` ,;,
�" `"� APR 2 5 2025
I _ __ —❑SCALE:
i -
���.�I��1.:IJS�.'II
6n�rc':ofTnl^'.yes
w �
w o OF SHEETS
FLASHING TYPICAL ROOF CONST.
2"xl0" R.R. STANDING SEAM METAL ROOFING
NEW 2"x12" VALLEY ON FLAT @ 16" O.G. 30:2 BLDG. FELT UNDERLAYMENT
SELF-ADHERING "MOISTURE GUARD PLUS"
9/4" AC EXT. PLYWD. SHEATHING
2"x10" R.R. @ 16" O.G. O
T
u
L.V.L. HDR. (2)-2"xl2" (3)-2"xl2" TYPICAL EXT. WALL CONST.
M U
15" LONG RED CEDAR PERFECTION
I ( 5%,"xll%" A.P.B. SHINGLES, 5%2" EXPOSURE W
EXISTINGI I NEW 3OU BLDG. FELT UNDERLAYMENT ^
NEW s/e" EXT. PLYWD. SHEATHING
SUN ROOM DINING ROOM LIVING ROOM 2"xG" STUDS @ 16" O.G.
R-21 KRAFT FACED FIBERGLASS �1 3 U
I— EXIST. WALL F-1 z
BATT INSULATION W W
TO BE REMOVED 5/8" G.W.B. x
W 5/4" PLWD. SBFLR. I I 5/4" PLWD U. SBFLR. �..�
� CG
NEW 2"xl0" F.J. I NEW 2"xl0" F.J. 5-4 0 Q
0
PATIO
16" O.G. I I ALIGN @ 16" O.G. A8 = Q
a
IF-- ---------------- ;• -
NEW GRADE
(3)-2 x10 GIRDER
E / N O�
REMOVE EX. FLR _iSTS ^IS�• GRAWLSPAGE �9 � I �COMPACTED FILL _ M
_ V o �
RAISE THIS SECTION APPROX GRAWLSPACE 2"P.C. SLAB 1-1/ GXG,10/10 W.W.M. Vt —I-'
�I— WATERPROOFING F--i kn
6" TO ALIGN WITH MAIN FLR. OVER VAPOR BARRIER —_ I
—III II
VERIFY ALL
CONDITIONS TYPICAL FDN. CONST.
8"xA'-G" P.C. FDN. WALL IN/
(2)-=5 RE-BARS TdB
(2)-2"xG" TREATED SILL rL' AS NOTED
SILL SEALER
BUILI G SECt1OV TERMITE SHI ELD
('A
s/e"(P x 12" ANCHOR BOLTS W/ 2"X2" STL.
WASHER @ 33" O.G.
��
SCALE: %4" = P —O" WATERPROOFING
8"x16' P.C. FOOTING W/
(3)$*5 RE-BARS
W �
rTl
W
o �
o �u
EXIST. G.J.
V 1 FLASHING
EXISTING
15ATHROOM
EXISTING 2"x1o" R.R.
@ 16" O.G.
_ S�DROOM
2"xl0" R.R. VERIFY
CONDITIONS Q ^
16" O.C. 2"x8" G. .
@ J
ALL
12 S-2 NEW (3)-I /4 x�l/2 L.V.L. Wr/1 v ALIGN FASCIA S-2 2±�— 12 FL. HDR. I 11
W/EXIST. AS A8 2+� O
F--1
T.O.P.-— EXIST. F.J. T.O.P. - _ EXIST. F.J.
IIII
IFL,412x55 u EXIST F.J
(3)-Ig/4"x�i%2" L.V.L. HDR. .STL HDR. (3)-2"x8" HDR. ALIGN
•\ II •� SOFFIT nwI
NEW II NEW � EX. PORCH HDR.
w ROOMKITCHEN TG�-1 EN DINNING II x TO BE REMOVED
x II EXISTING
II = w II LIVING ROOM
II i = II
6 U 6 U BAR EXIST. WALL II
TO BE REMOVED II
5/4" PLWD. SBFLR, p I 2/4" PLWD. SBFLR. II
xl0' F.J.
S-4 NEW 2" I 5-4 NEW 2"xl0" F.J.AB @ 16" O.C. ALIGN II I II I AS @ I6" O.G. ALIGN--I -.�
ROUGH IST FL. ROUGH IST FL. I I �S� FtED ARv IN I F— 11 1 1 1� ---- Cy`
T.O.F. T.O.F. ��C?\GrPFLD M. �A
- -— Q
GRADE NEW
GRADE I I EXIST. F.J. 'n
1=1 1=1 11=1 1=1 I NEW
•. . CRAW LSPACE C I ST - I.I I- CRAW LSPACEOwl
1 COMPACTED FILL .III=III
=11— •A; SSMT �_-11=_ 2"P.G. SLAB W/ 6X6,10/10 W.W.M. I EXIST.
tr 2' P.G. SLAB W/ 6X6 10/10 W.W.M. •
WATERPROOFING =Il1 OVER VAPOR BARRIER -III—III OVER VAPOR BARRIER
1= :: =1 I— :: I I SSMT. - s� 04186�
-I 1=1 I I -I —I I I q o
T.O.F. -IT— T.O.F. -iTl=
VERIFY ALL i. I I VERIFY ALL
CONDITIONS
I CONDITIONS
I
ALIGN
6 4/1/25 REV. STRUG.
5 3/10/25 PER"IT 5ET
3 1/20/25 DESIGN REV.
1 1/2/25 DESIGN REV.
No. Date Title
8 BUILDING S ECT' I ON 6c BUILDING SECT 1 ON REVISIONS:
�`"Q SCALE: %4"=1'—O" SCALE: %4" = 1 '—O" Drawn By:
RM1"t
Date:
12/1 O/24
9 F.- �y ...1....
t� �—= - Drawing No.:
1 APR 2 5 rng;
{
W
w Q OF SHEETS
RIDGE TENSION STRAP 16" O.C. NAILING SCHEDULE '
BY SIMPSON STRONG TIE INSTALL "SIMPSON
I 1/41, X 15" 20 GAUGE WITH STRONG TIE" L5TA
(4) SD COMMON NAILS EACH SIDE FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE 8
TIES @ EA. END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS
TIES
HDR. FOR ONE- AND -WO- FAMLIY DWELLINGS 2015 EDITION
N MINIMUM ROOF LIVE LOADS
JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING (IN POUNDS-FORGE PER SOUARE FOOT OF HORIZONTAL PROJECTION)
o ROOF RAFTER CD 16" O.C. HEADER AS NOTED
o Y RAFTER FRAMING
DOOR OR WINDOW Q Rafter to Top Plate (Toe-nailed) AREATRIBUTARYN SQUARE LOADED
O AS NOTED 1 FOR ANY STRUCTURAL
0o Wall height 8 ft. 3-8d?# ?� per rafter MEMBER
Wall height al - 10 Ft. 4-8d?# ?$ per rafter
ROOF RIDGE Ceiling Joist to Top Plate (Toe-nailed) ROOF SLOPE
O TO 201 TO OVER O
Wall height 8 Ft, 3-5d?# ?$ per joist 200 600 600
Wall height q - 10 Ft. 4-8d?# ?$ per joist FLAT OR RISE LESS THAN 4 INCHES PER FOOT
Ceiling Joist to Parallel Rafter (Face-nailed) Roof 5pon (Ft.) (1.5) 20 16 16 `
12 20 28 36 RISE 4 INCHES PER FOOT (113) TO LESS v _ p
3:12 Roof Slope @ IW o.c. 5-16d 8-I6d 11-I6d 14-16d THAN 12 INCHES PER FOOT (I.I) I 14 14 M U
I RIDGE STRAP 4:12 Roof Slope @ Ib" o.c. 4-I6d 6-I6d 8-I6d II-I6d each lap S -
" RISE 12 INCHES, PER FOOT (III) AND -,
5112 Roof Slope @ I6 o.c. 3-I6d 5-16d 7-16d q-16d each lap GREATER
7112 Roof Slope @ 16' o.c. 3-I6d 4-I4d 5-16d b-16d 12 12 12 r"'I
�� q:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-16d 5-I6d
1Z12 Roof Slope @ 16" o.c. 3-I6d 3-16d 3-I6d 4-I6d 0
E~
Ceiling Joist Laps over Partitions (Face-nailed) Roof Span (Ft.) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS W
12 20 28 36 TYPICAL DETAIL 0 (IN POUNDS PER SQUARE FOOT)
3:12 Roof Slope @ 16" O.C. 5-I6d 8-1( II-I6d 14-16d
EXTERIOR HEADERS W U
ROOF RAFTER
4:12 Roof Slope @ I6 o.c. 4-I6d 6-I6d 8-I6d II-I6d each lap
N.T.S. 5:12 Roof Slope @ I6" o.c. 3-I6d 5-I6d 7-I6d 9-I6d each lap USE LIVE LOAD H O
7:12 Roof Slope @ 16" o.c. 3-16d 4-I6d 5-Ibd 6-I6d Q
q:12 Roof Slope @ I6" o.c. 3-16d 3-I6d 4-I6d 5-I6d = E-
12:12 Roof Slope @ 16" ox, 3-16d 3-I6d 3-I6d 4-I4d EXTERIOR BALCONIES 60
DECKS 40
Collar Tie to Rafter (Face-nailed) 6-8d per tie Q
ATTICS WITHOUT STORAGE 10
Blocking to Rafter (Toe-nailed) 2-8d each end
o Rim Board to Rofter (End-nailed) 2-16d each end ATTICS 1,41TH STORAGE 20 ' \ 00
TOP PLATE WALL FRAMING ROOMS OTHER THAN SLEEPING ROOMS 40 v N C�
x'O • 12" L. • 3'-O" O.C. ANCHOR 1\
BOLTS W/ 3'v3" SO. STL WASHER.
(r-o' FRan CORNERS) SLEEPING ROOMS 30 X In
Top Plate to Top Plate (Face-nailed) 2-I6d?! per Foot � :n
AS PER TADLE A r l I
Top Plates at Intersections (Face-nailed) 4-I6d joints - each side V c M
i Stud to Stud (Face-nailed) 2-I6d 24' o.c.
INSTALL 'SIMPSON STRONG-TIC" Header to Header (Face-nailed) Ibd IW o.c. along edges
N-2.5 CLIPS • 14" O.G. W/b-Etl NAILS (•�
Top or Bottom Plate to Stud (End-nailed) 2-I6d per 2x4 stud TABLE R301.2(1)
3-16d per 2x6 stud CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
o SIMPSON STRONG TIE I"ITS12 4-16d per 2x8 stud WIND DESIGN SUBJECT TO DAMAGE FROM
1 1/4" X 16 GAUGE STRAP W/ GROUND SEISMIC
(4) 8d COMMON NAILS ((5) 8d SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE
COMMON NAILS IN GARAGE) INTO Bottom Plate or Floor joist, Bondjoist, LOAD (MPH) EFFECTS REGION DEBIS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
THE ROOF RAFTER E (4) Sd Endjoist or Blocking (Face-nailed) 2-I6d ?I ?@ per foot 25 PSF 130+ NO NO I B SEVERE 3'-0" MODERATE SLIGHT TO
COMMON NAILS ((5) 8d COMMON MPH TO HEAVY MODERATE —
NAILS IN GARAGE) INTO THE WALL FLOOR FRAMING
STUD. Joist to Sill, Top Plate or Girder (Toe-nailed) 4-Bd per joist
Bridging to Joist (Toe-nailed) 2-8d each end
Blocking to Joist (Toe-nailed) 2-8d each end
Blocking to Sill or Top Plate (Toe-rxliled) 3-I6d each block
��2 MT,�12 DETAIL Ledger Strip to Bean (Face nailed) 3-I6d each joist
Joist on Ledger to Beam (Toe-Haled) 3-8d per joist
• Band Joist to Joist (End-nailed) 3-I6d per joist • •
I N.T.S. Bond Joist to Sill or Top Plate (Toe-nailed) 2-I6d?! per Foot GLAZING PROTECTION FROP'I WIND—BORNE DEBRIS
ROOF SHEATHING
55 WALL—TO—FND. CONNECTIONS Structural Panels 8d 6' EDGE/ 6" FIELD NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
(� A3 NTs Diagonal Board Sheathing 74•.. AND A MAXIMUM SPAN OF V-O" FOR EVERY WINDOW. PANELS
V I"x6' or I"x8' 2-8d each end SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH
APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE / V
INN or wider 3-8d each block SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
° INSTALL "SIMPSON STRONG-TIE" CEILING SHEATHING O
1"ISTA36 STRAPS 4D 16" O.G. Gypsum Wallboard 5d coolers 7' edge / 10" Field FASTENER TYPE FASTENER SPACING rr1TT�
SECURE WITH 26- IOd NAILS PANEL SPAN PANEL SPAN PANEL SPAN
'a WALL SHEATHING
1° Structural Panels ace Simplified Wall 2Y2" se6 WD. SCREWS
Sheathing Pressure * Nailing 16" 12" q"
° Fiberboard Panels Zones this page.)
0 7/16' 15d 3" edge / 6' Field 2&" ab wD. SCREWS O
25/32' Bd 3" edge / 6' field 16" 111. 12" u
o ^ u
( , COMPONENT AND CLADDING PRESSURE ZONES Gypsum Wallboard 5d cooler 7" edge / 10" field
111------IIF NUI"IBERS INDIATE NAILING ZONES T^
Hardboard 8d (see Simplified Wall
Sheathing Pressure E Nailing
Particleboard Panels 8d Zones this page.)
Diogonol Board Sheathing FASTENERS AS NOTED H
IN SCHEDULE ABOVE
ROOF SHEATHING NAILING SCHEDULE 1"x6" or I"x8" 2-8d per support
IN10" or wider 3-8d per support AJ
FLOOR SHEATHING WINDOW PLYWOOD AS NOTED
GLASS 2"X4' BRACE • LARGER SPANS
ZONE I ZONE 2 ZONE 3 ZONE 4 Structural Panels
I" or less Bd W edge / 12" field n T
<n greater than I" IOd 6" edge / W Field
FIELD
_J lJ- 8" O.G. 12" O.G. 3" SILL
O.G. 4" O.G. Diagonal Board Sheathing a Yyl
INO or I"x8' 2-8d per support SILL
o EDGE I"x10" or wider 3-8d per support
4" O.G. 6" O.G. 3" O.G. 3" O.G.
a ?! Nailing recdlimlents are based on uall sheathing nailed 6" on-center at the panel edge. If wall sheathin
Q is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing regyirments for
ALL Y;' EXT. PLYWOOD WALL SHEATHING TO BE SECURED structural members shall be doubled or alternate connectors, such as shear plates, shall be used to
.. maintain the load h. r
WITH 8d COMMON NAILS- 2Y2" x 10/� GA. - PATTERN AS PLYWOOD STORM PANEL
INDICATED ABOVE. ?@ When wall sheaf ing is continuous over connected members, the tabulated number of nails shall be "SHUTTER" DETAIL
„ permitted to be reduced to 1-I6d not per foot. "r•
0.
O a FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
�j G /� / MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL
M
v 1 1 J7 ABG DETA I L CODE OF NEW YORK STATE.
N.T.S. NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
FOREST . AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY DWELLINGS, Ig95 SBC HIGH WIND EDITION, SECTION 2.
°
ED AROyi
�Pp D M.
INSTALL "SIMPSON STRONG-TIE" SIMPLIFIED0
WALL SHEATHING °°°° Q Q �
1-4-6 TIES @ IG" O.G. W/8-Sd NAILS PRESSURE NAILING ZONES P,
H6 n ° °° TYPICAL 2x EXISTING `
INSTALL 'SIMPSON STRONG-TIE
L7P4 ANCHORS @ 16" O.G. W/ FRAMING ROOF
12- Sd NAILS I '9T
� s6'` o
3" V.T.R. O FOF N
a INSTALL SIMPSON STRONG-TiE 1-IT722 ROOF 'I�
O IF OUTSIDE CORNERS 1,4/64-I6d NAILS
o, s/,s"O x 12" L. x V-O" O.G. ANCHOR (� I I I
BOLTS W/ 2"x2" SQ. STL WASHER. I 0 a� 2 12— -7 _
BP (1'-0" FROM CORNERS) \/ O I % BOTTOM PLATE ' 12" 2"
LTP4 AS PER TABLE 3.2A 4: 3.25
(TYP.) ( �Av
IO OI WC
SHWR 1y�
LTP4
IST FL.
FOUNDATION] ROOF,
2" 3'
EXISTING
%"0 x 12" L. ANCHOR BOLT 6 4/1/25 REV. 5TRUC.
WALL SHEAT+•-IING NAILING SCHEDULE w/ 2"x2" 50. STL WASHER.
5 3/10/25 PERMIT SET
3^
BASEMENT No. Date 11 Title
ZONE 5 ZONE 6 C.O. CONNECT TO EX. REVISIONS'
rS7 SANITARY SYSTEM Drawn By:
�--ITT22 DETAIL ROOF PLAN_
FIELD N.T.S. 4" X.H.C.I.
4" O.G. all O.G. A� NOT TO SCALE
rS4 ELR. —TO— END. CONNECTIONS RMM
EDGE
3" O.C. 4" O.G. Date:
N.T.S.
12/10/24
ALL Y" EXT. PLYWOOD WALL SHEATHING TO BE SECURED `-
2 2 F'LUNBING RISER DIAGRAI"I �] _ Drawing No.:
WITH Gal COMMON NAILS- 2" x IIY" GA. - PATTERN AS �rt - 1 tt
INDICATED ABOVE. NOT TO SCALE ,
NOTE: PROVIDE CONTINUOUS LOAD PATH
F ROrl RIDGE TO FO-)N DAT I ON. 4
A5
APR 2 E 2u25
i
Board of Tnastees
OF S SHEETS
SURVEY OF
LOT 11
ly MAP OF
111; HARBOR VIEW AT MATTITUCK
FILE No. 8377 FILED AUGUST 21, 1987
=40 00' SITUATE
MATTITUCK
TOWN OF SOUTHOLD
N�ti SUFFOLK COUNTY, NEW YORK
0 by S.C. TAX No. 1000-1 15-17-17.1 1
_ SCALE 1 "=30'
N AUGUST 29, 2010
o rn NOVEMBER 11, 2010 ADDED TOPOGRAPHICAL SURVEY
DECEMBER 1, 2010 ADDED SOUNDINGS BY DOCK
JUNE 3, 2011 ADDED PROPOSED POOL
Cc I m I _„ AUGUST 24, 2011 REVISED PROPOSED POOL
CAI _' ! APRIL 22, 2025 UPDATE SURVEY
rZC, JULY 8, 2025 REVISED PROPOSED ADDITIONS
��. _ r' TOTAL AREA = 44,453 sq. ft.
PORCH JUL 2 3 20n5 (TO TIE LINE) 1.021 ac.
UPLAND AREA = 40,930 sq. ft.
ow
WETLANDS AREA = 3,523 s ft.
N Z D IiD1 m i O e��r!QiTt:l;inCS (TO TIE LINE) ' q.
rn N
a RN §1�2�n,>1 o EXISTING LOT COVERAGE OVER
n I z go Z< Hui LOT 10 C TOWN OF SO UTHOLD BUILDABLE LAND
r rn
1 m rt0 ZZ 1 2�g.37 �'� S� o$ (BUILDABLE LAND= UPLAND AREA NOT INCLUDING
1 \ x< � xm
°;1 X 52 -'4)" 1 I . x W 12' DRAINAGE EASEMENT)
1 mo �� I 1-42X FUND �� � (BUILDABLE LAND= 38,353 sq. ft.)
1 +N m o w CO C. ►IION. N w
DOCK
N 1 ' x 14.4
N '.00'00 m
1 I 13 x 1 y 1 I / cl DESCRIPTION AREA % LOT COVERAGE
► 1 �_ _ - - ` ` I / CHI HOUSE AND 2,846 sq. ft. 7.4%
ROOFED PORCH,
CL
3.4 I I I I II I pi 1S 1 I I 1T7 H POOL 512 sq. ft. 1.3%
/U 1
FLAGIm 1 ►� I W -� rn 1 � 113.5
\ a,,l� �" 0 1 I 13.6 x OUTSIDE SHOWER 40 sq. ft. 0.1%
3.5 I �I I I x �.�_ I _
0 1� �tV4 1 + I N N �6'6 .x =__ -- - holm "� n TOTAL EXISTING 3,398 sq. ft. 8.8%
� O (r \ �1 II 13.0 \ J :''15.9's .: 1 v v g•�( P
►� W1 LA 3.e r+•p) J :;p{v_: :::N.?s.up 1 �� g 13.6 Z N lb
PROPOSED LOT COVERAGE OVER
•� \ J ::-•o ... �. ,3.4 TOWN OF S 0 UTHOLD BUILDABLE LAND
.'.'z::::...... ' ' ��W NN x I BUILDABLE LAND= UPLAND AREA NOT INCLUDING
m� 3.3 16.0' ' ��'AY � 2.4' ( 12' DRAINAGE EASEMENT
`% a L3 �'•�T. �1 W g g I b \ I/�i (BUILDABLE LAND= 38,353)sq. ft.)
Cj 3.5 1 \1oog' r `� LOT 11 I fix. �\ x1kj DESCRIPTION AREA % LOT COVERAGE
{.� oo A x Iw
3.5' 3.5' 13.5
I HOUSE AND REMAINS
21 ► AT , PA710 m �] / \ 7.1%
3.s I 1 9 x m t 13 0 'to x \ ROOFED PORCH, 2,703 sq. ft.
G 1 I F� ► r SHoo R
O Z 1 I m .;.' `�% G.L, 13.49 I .a
�m 5 z 'L3 6 � �Y �I POOL 512 sq, ft. 1.3%
e t I I � ..:.
O �-{ W11 I G I I I ► m " N -0r RON•� x I/y J OUTSIDE SHOWER 40 sq. ft. 0.1%
5
-- 9 m CD1 A
co?1111 I I / ► 8 ;: PROPOSED ADDITION 391 sq. ft. 1.0%
9 / ► ' is, PROPOSED PLATFORM 52 sq. ft. 0.1%
12.9II
I g q f .. p TOTAL PROPOSED 3,698 sq. ft. 9.6%
tn ,1, N 4 x I I Z� M + -n _ 128•:•o....�'•_s'1 'g m ,�• ��•• •• 1 I
04
�c I Y1,- ,/ -• :.: 1 IXIS 8NG SELGIAN I Cfl c>
�' p u��Z m + z '\ •;. ; ;i. .. m BLOCK CURB
o I g1 col •�• x • � 1� ... �
DOC DO CK cn m 7 / I . 12 3 X.a-.1
o � > / + rl / ' :' .:'`.�1 :,'. •:�: .�; :. �. A. EXISTING AND PROPOSED
�01 1 2 /► I �' .4 ��?; A � 11 \ LOT COVERAGE OF NYSDEC
1J 1 ► 10. I 1 ` \ ADJACENT AREA BY IMPERVIOUS SURFACE
o I / I C��p 1 ' ' ••'a\ :e; :1 `�� 1 I \m (AREA BETWEEN WETLANDS AND 1994 10' CONTOUR LINE 15,192 sq.ft.)
CD
CO
DESCRIPTION AREA % LOT COVERAGE
x
AL
r I ON PORTION OF
x 1 - - - \ 284 sq. ft. 1.9%
x x x xm� 4 Dix �I �+ I INGROUND POOL
\«�� It I\ 77 PORTION OF STONE
56 �-o Q � PATIO 482 sq. ft. 3.2%
FLAG
Z I \� ►1 ° ,� a °� �, TOTAL 766 sq. ft. 5.1%
�II� \x " W N+ V ACAN z
77.34 35 c� i i LOT 12
.�
V1 -no NOTES,
Wes• �N %A ��0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
o NN J o ► a o EXISTING ELEVATIONS ARE SHOWN THUS: 5 - -
$ � EXISTING CONTOUR LINES ARE SHOWN THUS: - - -5- - - - -
.i
0 �; FFL.- FIRST FLOOR
Z G.FL.- GARAGE FLOOR
v `� TB - TOP OF BULKHEAD
G N BB - BOTIOM OF BULKHEAD
4 rc yo TC - TOP OF CURB
C 2 BC - BOTTOM OF CURB
70
CO
i 2. FLOOD ZONE INFORMATION TAKEN FROM:
Z tOr FLOOD INSURANCE RATE MAP No. 36103CO482H
r0 � ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
g ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL
CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT
OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;
AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
3. APPROXIMATELY 55 cu. yds. OF FILL NEEDED TO RAISE GRADE AROUND
PROPOSED POOL TO BE GENERATED FROM POOL EXCAVATION.
4. THE 8' NON-TURF BUFFER AND NON-DISTURBANCE BUFFER ARE COVENANTED AS
DESCRIBED IN DEED LIBER 12706 PAGE 532.
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE L.I.A.LS. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION.
DOCK
TAFTC05•% 0'�
C� A
•.os :' ,
•.• 467•••,.� e�
Lic. No. 50467
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF Lathan Taft Corwin 111
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S.
IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S.
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
./' `C al�_1"� �_��._d.2?�•��*+f.��-_+�.CGe+tY..wL�i.b•'.Mlw f��+r;�:3�['f�`l{�� 36�� '
yt .Board Qf Southold Town. Trustees `•
SOUTHOLD, NEW YORK �.•:.
f ...... DATE: ...12/61.9.3........
C : PERMIT NO. ................... . . ...
ISSUED TO ........ .5...T...E.P.HEN B UCZAK..............:.................._.. ............................. .. .. 'Pursuant to the provisions of.Chapter 615 of the Laws of
�Fw
y' the State of New York, 1893;'and Chapter 404 of the Laws of the
State of New*York 1.952;•and the Southold.Town.Ordinance.en, V
aE Titled "REGULATING AND THE.PLACING.OF OBSTRUCTIONS
IN AND ON TOWN WATERS AND. PUBLIC LANDS and the
REMOVAL-OF SAND, GRAVEL OR OTHER:MATERIALS.FROM
.�* LANDS UNDER TOWN WATERS;" and in accordance with the `«
Resolution of The Board'adopted•at a meefing held on ...121.61.93......
19..:...91 and in consideration of the sum of $...15.Q.:.Q.O...... paid by
jSTEP.HEN...B.UCZAT............................... ................................. ........._.....................
Eof ........M.Attit4c, ....................................................: N. Y. and subject to the F �
Terms and . Conditions listed on the .reverse side hereof,
of Southold Town Trustees authorizes and permits the following:
t -
�� To construct a, one-family dwelling with associated santiary
system and pool.with a 407 buffer as per revised plans dated r, 1
:Oct. 25, 1993. Deep Hole Creek
all in accordance with the detailed specifications as presented,in
the originating application.
f IN WITNESS WHEREOF, The said Board of Trustees here- '
M by causes its Corporate Seal.to be affixed, and these presents to '•
be subscribed by a majority of the said Board as of this date.
�00 y
....... ....
l ie
:. G.i - ... ... Lf..rrv.✓
x.
f,.
�• •�� 'fix�'� � _A '� -,g F.,y� �: :�`�,
r�
John M.Bredemeyer III,President *OF so yo Town-Hall Annex
Michael J.Domino,Vice-President h0 l0 54375 Main Road
P.O.Box 1179
James F.King,Trustee Southold,New York 11971-0959
Dave Bergen,Trustee G Q
',2 • �O Telephone(631) 765-1892
Charles J.Sanders,Trustee ��� ► Fax(631)765-6641
Cou ,� .
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#0961 C Date: March 25,2014
THIS CERTIFIES that the construction of a 4'x8' extension to the existing 4' wide
fixed catwalk with a 4'x12' fixed"T"section at terminal end thereof,construct a 16'x32' in-
ground raised swimming_nool with drywell:raised maso=Ratio, an outdoor shower,masonry
retaining walls around west and south sides of pool,pool enclosure fencing; establish and
subsequently maintain an 8' wide non-turf buffer and a variable width(+/-32' -+/-71')approx.
11,699sq.ft.Non-Disturbance buffer with a 2-year survivability on the newly planted trees and
understorv.
At 470 Willis Creek Drive,Mattituck,New York
Suffolk County Tax Map# 115-17-17.11
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated August 30, 2011 pursuant to which Trustees Wetland Permit#7671 Dated
October 19, 2011 was issued and Amended on June 19, 2013 and conforms to all of the'
requirements and conditions of the applicable provisions of law. The project for which this
certificate is being issued is for the construction of a 4'x8' extension to the existing 4' wid'e
fixed catwalk with a 4'x12' fixed"T"section at terminal end thereof,construct a 16'x32' in-
ground raised swimming pool with drywell:raised maso=yatio: an outdoor shower;masonry
retaining walls around west and south sides of pool:pool enclosure fencing: establish and
subsequently maintain an 8' wide non-turf buffer and a variable width(+/-32' -+/-7M approx.
11,699sg.ft.Non-Disturbance buffer with a 2-year survivability on the newly planted trees and
understorv.
The certificate is issued to CHRISTOPHER&MAIRI YOUNG owner of the
aforesaid property.
hJW_
Authorized Signature
BOARD OF SOUTHOLD TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO.7671 DATE: OCTOBER 19 2011
ISSUED TO: CHRISTOPHER&MAIRI YOUNG
r,
PROPERTY ADDRESS: 470 WILLIS CREEK DRIVE MATTITUCK
1v
SCTM# 115-17-17.11
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 19 2011'and
in consideration of application fee in the sum of$250.00 paid by Christopher&Mairi Young and subject to the
Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits
the following:
Wetland Permit to construct a 4'x8' extension to the existing 4' wide fixed
catwalk with a 41x12' fixed"T"section at the terminal end thereof; construct a 16102'
] in-ground raised swimming pool,raised masonry patio, and an outdoor shower;
{{ construct masonry retaining walls around the west and south sides of the pool to
I contain the pool and approximately 55 cubic yards earthen material to be obtained
from pool excavation; install a,drywell to contain pool backwash and a pool enclosure
fence; and establish an 8' wide non-turf buffer and a variable width(+/-32'-+/-71%
approximately 11,699 square foot non-disturbance buffer; and as depicted on the site
plan prepared by En-Consultants,last dated October 19,2011,and stamped approved
on October 19,2011; and also as depicted on&e survey prepared by Nathan Taft
Corwin III,last dated August 24,2011,and stamped approved on October 19,2011.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of this date.
r n
Dave Bergen bse t
�'01 a
mum
I
i
( — f SURVEY OF
d
9VI..1 �� 9do LOT 11
L MAP OF
I ,1�b 3, �,( II HARBOR VIEW AT _MATTITUCK
1 1 FILE NO.8377 ILED AUGUST 21. 1987
L s = on, _ SITUATE
BRRrd nt 11u9�Rs g
MATTITUCK
a TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-115-17-17.11
1 / SCALE 1"=30'
AUGUST 29, 2010
_ NOVEMBER 11,201G ADOE:TCPOGRAP41CAl SLRVEY
^ DECEMBER 1,2010 ADDED SOUNDINGS BY DOCK
va�� S yl JUNE 3.2011 ADDED PflCPCSED POOL
AUGUST 2d,2U'1 PEASE0 PROPOSED POOL
TOTAL AREA = 44,453 sq. f•.
f Lro I-MNF) 1.021 cc.
UPLAND AREA= 40.930 sq. ft.
WETLANDS AREA= 3,525 sq. if.
U.ls:IWEI
nl H '3 40T 5
x 4 sy W
c"'kr N 1'x:e EXISTING LOT COVERAGE OVER
N e1-0000 ,,•T,.,w,;1k ,•,,,1 ,. ! 1 I p TOWN OF SJU711OLU BUILDABLE LAND
Y1 7 { 1 H (BUILDABLE LAND= UPLAND AREA NOT INCLUDING
PROPOSED e'wID[II^ )• - 12' DRAINAGE EASEMENT)
Al '' NON-NRF BUFFER !11 1^ p (BUILDABLE LAND=3a,353 sq. IL)
1 '1
J4 Z 1 fig• I ^ H PREA
y 5t w1 ( DESCRIPTION ;Y.L0T COVERAGE!
frl �1 , r1R •:a EXIST. HOUSE AND
V /f O N }1 //,{�?' I 1' )0 2,C146 sq.11. 7.d%
�� /12 ��.\: f'1�Y '��m1 ROOFED PORCH.
xail PROPOSED LOT COVERAGE OVER
H-.x TOWN OF SOUTHOLD BUILDABLE LAND
11�m' 2 ..) L.�'�1 r H (BUILDABLE LAND=UPLAND AREA NOT INCLUDING
+U'- a h�I 12' DRAINAGE EASEMENT)
O �-1 `F,s 1 1•'i: , uB •, ✓N (BUILDABLE LAND=38,353 sq. ft.)
C7 t-i I 1 p0s "'''"`�•- 3 " L07 11 I z'� Irr 'I IH--yy DESCRIPTION AREA X LOT COVERAGE
�' \J 'I-''. 1--NW. '•Ym'N 'wrs, aA k Jn , EXIST. HOUSE AND
2.346 ft. 7.d%
i ROOFED PORCH, sq
1 ,,04A Ir ,rl �,- ,I' x15,, A;'rY S S' L C PROP. POOL 512 sq.If. 1.3%
1 O i W III l 'naA U4 •'a,c ."� I,'? '� PROP RAISED
yao J 0]]sq.ft. 2.79
.,1 POOL PATIO
L� •/ \ '•T PROP.OUTSIDE SHOWER 28 sq.ft.^ 0.1%
sl/ � 37e,;.
C� ✓y 'G''�r� � �•``v •�,' 1 A�� TOTAL PROPOSED 6,4/9 sq.If. ILSK
�' A)y R�x'E°w", 1'` O PROPOSED LOT COVERAGE OF NYSDEC
ADJACENT AREA BY IMPERVIOUS SURFACE
® ` � r 5 7 Cy'•" sAG�•`i'c^'1,,,;F�)\ • 4'�ds'sY•1.s ? (AREA BETWEEN WETLANDS AND 1994 TO'CONTOUR LINE 15,192 aq.11.)
1 1�" ; � 4 1�ir Ri• .As..,u,,w-'1`.v`•.',•• 1i DESCRIPTION ARIL, %LOT COVERAGE
PORTION OF PROPOSED
Y' 4 , 20l aq•If. 1.9%
to V, INGROUND POOL
',
\�1L .
' i, ' " PORTION OF PROPOSED
^,,` 'ZOH MASONRY PATIO /65 sq.11. 3J2%
+a P1•"rr• 99 0•}8^ OhF k � TOTAL PROPOSED 769 ss.It. 5.1%
'I -jL2.- . ,.,jb•55•m W 40T j2 �'
11 O\N >�Y• 1.ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
E ST ELE
VATIONS EVATIONS ARE SNO THUS:+: —
\ EX ISTING CONTOUR LINES ARE SHOWN
O THUS:
rL000 IKONE.Ix O.1ARARx FR 11.1...
1 xorc a o.�w��.Avn�cux:e r�oa Ass,F 1z urw•.
( cum Alvws'PROF—e'r��iu FRON 11.wsnvuaaW`E'cxws
s, IT-I1flOR-1 TO RE arsac-asx.wA—
. M."
once•Iw
P-scPAT1-To°ertNc2NiwAiio M."cca°E1AlaysnOUE.ARDuxD
I
/kPf-FZ0VED BYFOR PRFP,wRED IN A:cOF xc- .
BARD OF TRUSTEES �E IS -ATs LAND
TO`M OF SOUTHOLD y yV tAF7cOq�Rj
L'"''=
I i
II lADE3 N Y S x.N. E.—
FD2 111 NA« -17 Nathan Taft Corwin III
� a 1.,m Land Surveyor
a FA
°++uo5 1N.mJi arr.R
• o 1.flE'SPERg�M 1. SF[sN� -au-eessar lo.can'c/J.Imk;e",ar.•_S
PNEPAAED.AND PN N6 BExW-RD IN[ JcsePn A a,g—U-
I£•cw—eo+ax E AL AseN2Y AID
N}H'O w511M ON Lsl[D x P 1µ 1 I'll.5•nv=ys-Suldir.a:ars- 'via Plcns- Coal,ucenn Leyn,.t
`n°n N'cwnncaf'—a"-Izw 1—ALE. PHONE(631)727-2090 FDA(631)727-1727
THE EXISTENCE OF RIOIfs OF WAY OFFICES ICCA/E0 AT I&VIC ADDRESS
AND/OR EASEMENTS OF REOORO,IF ISBN Ywn inn P.G.G.A 16
ANY.NOT 5-14 ARE NOT ODARANT[[O. Jaras{RN,Nnw Y.A 1TM JmeA mrt.1—YOIR 119A7
WILLIS CREEK DRIVE I;o�� r �'
a w
N W
= 51SE C ACa55 VIA o
!� x vata.is ilD o q
Tg O
i�&GAWAM AIRPORT e a
• � A St .(? O y
P ya i�KK A ~---�
R� q 0 C� Mar-ratooka Pi:PAW
50ok Coin,I--*-Map 25
PPi�®VE 4
�, f___ -------
.o*�o,",",,- `ter
�„Ma CA"
BOARD OF TRUST ES � � � � ��x ���_-- -'
JL)
WN OF SOUTH � 4
per-
'"
AW --�URE�GEro �EP HOLE cEK
Notes:
I, Purpose: Extend ex.fixed dock fir improved
private,nmc mnmerc-id boat doaa*
2. nah":AM
5. 54,port pa5ts aid 94uchr.4 tlm6ffs to be CCA
treated;dedkkm to be fibe*ss-reinforced,
open-wate(11ru-I'low*M cr similar product)
FROF05W P19P POCK MWON E N - CONSULTANTS 4, Voc k to be ec{uwd wA water ad electric
FOR cm5'foM YOUNG ON M190) 1319 NORTH SEA RD. service"a r'a"'optim 1*
5, Water depths(referenced to law water)
CANAL TO MP HM CM, SOUTHAMPTON, NY 11968 transcribed from h4ck-mPPh1c swey prePxed
MMITUCK, 5UFFOLK COUNTY, NY 631-283-6360 T. . 1I1,IaSt dated dime 3,zou
6. I'rokct location: 410 WM5 Creek Prlve,
51-IF 1'I OF 2 8-11-I I, l�J-19-I I MaWbxk,W: 5CTM No.1000-115-17-17.11
5�CVON THPU PpOP05�P POCK MAC�M Nf & �XTEN51ON
o + 118' F1912 CATW&I
s - PPOP. 12 F1912 POCK EX1EN510N
w -----12'---�
4'WIPE FIXFV T
MHW-3'-611
MLW-o'-o''
� oA
--, ' o ,3
� C3 ; Q p � m
� Z
s M 0
� O C N
CAA
= z
1
e k F•t
Malk
'o • ,�' tk ` Aegtit b q ax9 fE► �o �
Alf 7 Ap
� 1l�pw V *
w. 1ty P4°,+ � +PS4 L��+l j1t �S��i11 p. d n "Mp
jf t ,, Y"i`'r '► r ha. { t v,, ` . /di1 y +� w4�T A'' °'i+
� �a pry a �;• as t!�ti # r ..,
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OFFICE LOCATION:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(con. Main Rd. &Youngs Ave.) Telephone: 631 765-1938
Southold, NY 11971
um
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: August 11, 2025
Re: LWRP Coastal Consistency Review for CHRISTOPHER & MAIRI YOUNG
SCTM# 1000-115-17-17.11
Richard Mato, Architect on behalf of CHRISTOPHER & MAIRI YOUNG requests a Wetland Permit
to remove 163sq.ft. of existing rear covered porch, remove 509sq.ft. impervious bluestone patio at
grade, and reconstruct in same location a new 392sq.ft. one-story addition onto dwelling over a new
336sq.ft. crawlspace and 56sq.ft. partial basement with a 28sq.ft. bilco door; install a new
approximately 300sq.ft. bluestone patio set in lawn in same location as existing with a bluestone
stepping path to pool patio; remove existing 1,037sq.ft. bluestone pool patio, 39sq.ft. bilco door with
basement steps, and 44sq.ft. landing and steps, and construct a new 1,164sq.ft. porcelain pavers
patio, and a new 4'x13' entry platform with steps; the existing retaining walls for pool patio are to
remain. Located: 470 Willis Creek Drive, Mattituck. SCTM# 1000-115-17-17.11
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the action is CONSISTENT with the LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Honorable Lori Hulse, Attorney
Richard M . Mato, Architect
D C PEE
AtiG - 1 20�
TOWN OF SOUTHOLD
Board of Trustees Southold Town
54375 Main.Road Board of Trustees
Southold, New York 11971
July 7, 2025
Rev.July 31,2025
RE:-Chistopher Young
SCTM# 1000-11517-17.11
Proiect Description
A Wetlands Permit to remove 163 s.f. of existing rear covered porch and
removal of 509 s.f. existing impervious bluestone patio at grade, and reconstruct in
same location a new 392 s.f. 1 story addition over new 336 s.f. crawspace and 56 s.f.
partial basement with new 28 s.f. bilco door.New 300 s.f(approx.)bluestone patio
set in lawn in same location as existing impervious bluestone patio with new
bluestone stepping path in same location that runs towards pool area. Removal of
existing 1,037 s.f bluestone pool patio, 39 s.f. existing bilco door and basement steps,
44 s.f. existing landing and steps and replace with new 1,164 s.f. porcelan pavers
patio with stoop and steps. Existing retaining wallsfor pool patio are to remain as is
and unchanged.
Should you have any questions regarding the enclosed, please feel free to
contact me.
Sincerely,
A-1
Richard M. Mato,A.I.A. j
P.P. Box 2284
Aquebogue,NY 11931
Tel:(631)523-5879
E-Mail: rmatoarchitect@gmail.com
i
Richard M . Mato , Architect
DR � E V
--iL
TOWN OF SOUTHOLD JCD UL 2 3 ,2025
Board of Trustees
54375 Main Road Southold Town
Southold, New York 11971 Board of Trustees
July 7,2025
RE: Chistopher Young !
SCTM# 1000-11517-17.11
Proiect Description
A Wetlands Permit to remove 163 s.f of existing rear covered porch and
removal of 509 s.f existing impervious bluestone patio at grade, and reconstruct in
same location a new 392 s.f. 1 story addition over new 336 s.f crawspace and 56 s.f.
partial basement with new 28 s.f. bilco door.New bluestone patio set in lawn in same
location as existing impervious bluestone patio with new bluestone stepping path'in
same location that runs towards pool area. Removal of existing 1,037 s.f. bluestone
pool patio,,39 s.f. existing bilco door and basement steps,44 s.f. existing landing-and
steps and replace with new 1,164 s.f. porcelan pavers patio with stoop and steps.
Existing retaining wallsfor pool patio are to remain as is and unchanged.
Should you have any questions regarding the enclosed,please feel free to
contact me.
Sincerely,
Richard M. Mato,A.I.1 k.
P.P. Box 2284
Aquebogue, NY 11931
Tel; (631)523-5879
E-Mail: rmatoarchitect@gmail.com
Cantrell, Elizabeth
From: Cantrell, Elizabeth
Sent: Wednesday,June 18, 2025 3:42 PM
To: 'rmatoarchitect@gmail.com'
Subject: Young; SCTM# 1000-115-17-17.11
Good afternoon,
I
Regarding your application for the property referenced above, at this time the application has been deemJd
incomplete. The project description needs much more detail, including any removal and reconstruction ofistructures
with dimensions(either length by width or square footage). The survey depicts replacing on-grade or above grade
patios, platforms,additions, etc. but the dimensions are not all on the survey or on a stamped site plan. Any proposed
new structure or remove/replace structure needs dimensions on the survey and/or site plan. If you are raising the
foundation, please add this to the written project description, how high and in what area. Your current written project
description speaks of replacing the pool patio and slightly modifying it. Please have the new square footage noted on
the survey and in the written project description,along with the proposed patio material added to the written
description. If you are replacing the retaining walls to accommodate a modified pool patio,side elevations that include
the height, length,width and material need to be submitted.
Below is an example of a detailed written project description to assist in understanding what I am requesting.
a Wetland Permit to demolish existing 2,199 sq.ft. dwelling (full basement portion of foundation to remain), and
reconstruct in same location a 1,781sq.ft. 1 & 2-story dwelling consisting of a 591sq.ft. two-story portion over
remaining full basement; a 440sq.ft. two-story portion over new crawl space foundation; a 1.5-story addition
over new crawl space foundation; a 335.2sq.ft. one-story portion with 415.4sq,ft. roof deck above; �an 80.2sq.ft.
unenclosed covered porch with steps; a 215.6sq.ft. deck with steps and pergola above; a 3'x10' stoop with
steps; a 4'x10.5' stoop with steps; and a 4'x10.5' unenclosed covered porch with steps; construct a landward
15'x34' in-ground swimming pool and two (2) 128sq.ft. grade-level masonry patios; install 4' high pool
enclosure fencing; construct 234 linear foot grade-level masonry walk and 62sq.ft. masonry landing with steps;
remove and replace existing septic system with new UA OWTS sanitary system; install a stormwater drainage
system; replace utility pole and overhead wires with buried electric; remove portion of existing driveway; and to
establish and perpetually maintain a 10-foot wide vegetated non-turf buffer along the landward edge of the top
of bank, allowing for a 4' wide cleared path to permitted wood deck
Thank you.
ECaza6eth Cantreff
Administrative Assistant
Town of Southold
Board of Trustees
Phone: (631)765-1892
Fax: (631)765-6641
I
I
1
I
SO
Glenn Goldsmith,President k�/rr w Town Hall Annex
A.Nicholas Krupski,Vice President 54375 Route 25
E P.O.Box 1179
Eric Sepenoski J& Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples ' ► > Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
This Section For Office Use Only
Coastal Erosion Permit Application
Wetland Permit Application
Administrative Permit APR 2 5 :,20025]Eb,
Amendment/Transfer/Exte sion -
Received Application Southold Town
Received Fee: ) _ Board of Trustees
Completed Application: f 1
Incomplete: _
SEQRA Classification: Type I Type lI Unlisted Negative Dec. Positive Dec.
Lead Agency Determination Date: -
-Coordination-.(date sent): _
�LWRP Consistency Asse sment Form Sent: 1 a5
CAC Referral Sent:
Date of Inspection: s
Receipt of CAC Report: 11'�
_ Technical Review:
1 Public Hearing Held: P.,51�S
Resolution:
Owner(s) Legal Name of Property (as shown on Deed): Christopher& Mairi Young
Mailing Address: 470 Willis Creek Dr., Mattituck _
Phone Number: 516-903-0668 _
Suffolk County Tax Map Number: 1000- 115-17-17.11
Property Location: 470 Willis Creek Dr., Mattituck
(If necessary,provide LILCO Pole#, distance to cross streets, and location)
AGENT(If applicable): Richard M mato, Architect
Mailing Address: P.O. Box 2284 Aquebogue, Ny. 11931 _
Phone Number: 631-523-5879 Email:rmatoarchitectaa gmail.com
1
hoard of Trustees Applicat" -A
GENERAL DATA
Land Area(in square feet): 44,453 s.f.
Area Zoning:AC
Previous use of property: Single Family Residene
Intended use of property: SingleFamilyResidence
Covenants and Restrictions on property? Yes =No
If"Yes", please provide a copy.
Will this project require a Building Permit as per Town Code? E—Yes _nNo
If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review
and Elevation Plans will be required.
Does this project require a variance from the Zoning Board of Appeals? Yes _Z_No
If"Yes", please provide copy of decision.
his project requirq any demolition as per Town Code or as determined by the Building Dept.?
Yes JVJ No
Does the structure(s) on property have a valid Certificate of Occupancy? Yes _No
Prior permits/approvals for site improvements:
Agency Date
Building Dept. Pool #36892 12/27/2011
Trustee#7671 Dock 10/19/2011
Building Dept. House #23027 9/27/95
No prior permits/approvals for site improvements.
Has any permit/approval ever been revoked or suspended by a governmental agency?JL No_n Yes
If yes,provide explanation: _
Project Description(use attachments if necessary): Proposed (1) story addition to rear of existing
house, existing pool patio to be replaced with minor reconfiguration,
removal of existing slate patio and replace with new blustone pavers set in lawn
_',oard of Trustees Applicat,= J,
WETLAND/TRUSTEE LANDS APPLICATION DATA
Purpose of the proposed operations:
Proposed (1) story addition to rear of existing
house, existing pool patio to be replaced with minor reconfiguration,
removal of existing slate patio and replace with new blustone pavers set in lawn
Area of wetlands on lot: 3,523 square feet
Percent coverage of lot: 7.9 %
Closest distance between nearest existing structure and upland edge of wetlands: 60' feet
Closest distance between nearest proposed structure and upland edge of wetlands: 60' feet
Does the project involve excavation or filling? E No _y Yes
If yes,how much material will be excavated? 64 cubic yards
How much material will be filled? 0 cubic yards
Depth of which material will be removed or deposited: 4' feet
Proposed slope throughout the area of operations: flat
Manner in which material will be removed or deposited: Excavate for new crawlspace,
excess fill to be removed, topsoil to remain for rough finished grade
Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by
reason,of such proposed operations (use attachments if appropriate):
No effect
61 Z20
Appendix B
Short Environmental Assessment Form
Instructions for Completing
Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part I based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Part I -Project and Sponsor Information
Christopher& Maid Young
Name of Action or Project:
470 Willis Creek Dr., Mattituck
Project Location(describe,and attach a location map):
470 Willis Creek Dr., Mattituck
Brief Description of Proposed Action:
Proposed (1) story addition to rear of existing
house, existing pool patio to be replaced with minor reconfiguration,
removal of existing slate patio and replace with new blustone pavers set in lawn
Name of Applicant or Sponsor: Telephone:
Richard M Mato, Architect E-Mail:rmatoarchitect@gmaii.com
Address:
P.O. Box 2284
City/PO: State: Zip Code:
Aquebogue N.Y. 11931
1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES
administrative rule,or regulation?
If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that F ❑
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES
If Yes, list agency(s)name and permit or approval: ❑
Building Permit
3.a.Total acreage of the site of the proposed action? 1.021 acres
b.Total acreage to be physically disturbed? 0 009 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 1.021 acres
4. Che La I land us at occur on,adjoining an ar the propQmd action.
Urban Rural(non-agriculture) Industrial LJCommercial ❑✓Residential (suburban)
Forest Agriculture HAquatic QOther(specify): _
Parkland
Page 1 of 4
5. Is the proposed action, NO YES I N/A
a. A permitted use under the zoning regulations? ✓
b.Consistent with the adopted comprehensive plan? ✓
6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES
landscape? 1/
7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
If Yes,identify:
8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO ' YES
b.Are public transportation service(s)available at or near the site of the proposed action? ✓
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action?
9.Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑
10. Will the proposed action connect to an existing public/private water supply? NO J YES
If No,describe method forproviding potable water: ❑
11.Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment: _ _ 0
12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES
Places? a
b. Is the proposed action located in an archeological sensitive area?
13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES
wetlands or other waterbodies regulated by a federal,state or local agency? ✓
b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? w �/
If Yes,identify the wetland or waterbody and extent of alterations in square fbet or acres:
14. ntify the typic bitat types that oc n,or are likely to be found on th—roject site. Check all that apply:
✓ Shoreline Forest Agricultural/grasslands []Early mid-successional
9✓ Wetland Urban Suburban
15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES
by the State or Federal government as threatened or endangered? ✓
16.is the project site located in the 100 year flood plain? NO YES
17.Will the proposed action create storm water discharge,either from point or non-point sources? NO
If Yes,
a. Will storrn water discharges flow to adjacent properties? Z✓ NO DYES
b. Will storm water discharges be directed to established conveyance systemsriO
f ✓anm drains)?
If Yes,briefly describe: ES
Page 2 of 4
18.Does the proposed action include construction or other activities that result in the impoundment of NO YES
water or other liquids(e.g.retention pond, waste lagoon, dam)?
If Yes,explain purpose and size: ❑ ❑
19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES
solid waste management facility?
If Yes,describe: _� ❑
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed)for hazardous waste?
If Yes,describe: ❑
I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY
KNOWLEDGE
Applicant/sponsor name: Richard M Mato, A.I.A. Date4/24/25
Signature:
Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following
questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or
otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my
responses been reasonable considering the scale and context of the proposed action?"
No,or Moderate
small to large
impact impact
may may
occur occur
1. Will the proposed action create a material conflict with an adopted land use plan or zoning
regulations?
2. Will the proposed action result in a change in the use or intensity of use of land?
3. Will the proposed action impair the character or quality of the existing community? 1-1 El
4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ El
of a Critical Environmental Area(CEA)?
5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑
affect existing infrastructure for mass transit, biking or walkway?
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate a
reasonably available energy conservation or renewable energy opportunities?
7. Will the proposed action impact existing:
a.public/private water supplies?
b.public/private wastewater treatment utilities?
8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑
architectural or aesthetic resources?
9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ a
waterbodies,groundwater,air quality,flora and fauna)?
Page 3 of 4
No,or Moderate
small to large
impact impact
may may
occur occur
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑
problems? El
11. Will the proposed action create a hazard to environmental resources or human health?
Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every
question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular
element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.
Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by
the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact
may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring,
duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and
cumulative impacts.
EJCheck this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts and an
environmental impact statement is required.
Check this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Town of Southold-Board of Trustees
T Name of Lead Agency Date
President
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
PRINT Page 4 of 4
`Board of Trustees Applicas �m
AFFIDAVIT
C1011114ft If H0411,P1 JUA) BEING DULY SWORN
DEPO ES ANb AFFIRMS THAT HE/SH9 IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN
ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT
ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION
AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES.
THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE
BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES
AND CLAIMS,ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF
GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE
TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE
CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO
INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION,
INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF
TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE
COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL
EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM
OF THE PERMIT.
A-
Signature of Property Owner Signature 4f Property Owner
SWORN TO BEFORE ME THIS 3 DAY OF Y► -AI C , 20 5
9Kl
Notary Public
BARBARA H.TANDY
Notary Public,State Of New York
No. OITA6086001
Qualified In Suffolk County'f/S �d
Commission Expires G 0
�'oard of Trustees Applicat" -'A
AUTHORIZATION
(Where the applicant is not the owner)
I/We, C N I died l HAlki VDU 0
owners of the property identified as SCTM# 1000- 7 ' 11 " IT It in the town of
Hp'TT VTVC1 , -$®VA4" ,New York, hereby authorizes
GIB l� H. tA ATV , /4�CfhT 5 tip to act as my agent and handle all
necessary work involved with the application process for permit(s) from the Southold Town
Board of Trustees for this property.
Oa
tProperty Owners Signature Property wn ure
SWORN TO BEFORE ME THIS DAY OF Clh , 20
7V
Notary Public
BARBARA H.TANDY
Notary Public,State Of New York
No. 01 TA6086001
Qualified In Suffolk County
Commission Expires f0�'
APPLICANT/AGENT/REPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
The Town of Southold'§Code of Ethics prohibits conflicts of interest on the part oftown officers and employees.The pumose.of
this form is to Provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is
necessary to avoid same.
YOUR NAME: Young, Christopher&Youn% Maid
(Last name,first name,ipiddle initial,unless you are applying in the name of
someone else or other entity,such as a company.If so,indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building
Variance Trustee
Change of Zone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Planning
Other
(if"Other'',name the activity.)
Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee
of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business,
including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation
in which the town officer or employee owns more than 5%of the shares.
YES F] NO RVI
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check
the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
E_A)the owner of greater than 5%of the shares of the corporate stock of the applicant
JI (when the applicant is a corporation);
B)the legal or beneficial owner of any interest in a non-corporate entity(when the
applicant is not a corporation);
C)an officer,director,partnei,or employee of the applicant;or
D)the actual applicant.
DESCRIPTION OF RELATIONSHIP
Submitted this day of 20„
Signature_
Print Name
Forrn IS I
i
Glenn Goldsmith,President ��SUFFO(�00 Town Hall Annex
A.Nicholas Krupski,Vice President ,��� Gym 54375 Route 25
Eric Sepenoski x P.O.Box 1179
Liz Gillooly 0 Southold,NY 11971
Elizabeth Peeples �Op�!$4; Telephone
Fax(631)765�6641892
T x
t
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
NOTICING ADJACENT PROPERTY OWNERS
115E — 17 — e7. / ;k,
l5-
1 3 I
Above are property tax map numbers (SCTM#'s) listed that you need to notice for the
properties that are located on either side of you, across the street from you and fall
within your property lines, and possibly other properties that require noticing per
Chapter 55 of the Southold Town Code.
In order to find the legal mailing addresses to the SCTM#'s please visit the Southold
Town website at https:Hsoutholdtownny..qov and go to the Assessors page. Under the
Assessor's page click on "Forms and Links." Under that page, click on the "2024
Assessment Roll." This will take time to download as it is a large pdf. Once
downloaded when you go into it you will see that the list goes numerically by property
tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal
mailing address to each of the neighboring properties can be found directly under the
property tax map number on the far-left side of the lists.
Please mail each property listed above a completed copy of the Notice to Adjacent
Property Owners form and a photocopy of the proposed plan/site plan (construction
pages do not need to be mailed). Each neighbor's noticing packet must be mailed by
certified return receipt mail through the USPS no less than seven days prior to the
Public Hearing date. After all mailings have been submitted to the postmaster, all
receipts from the mailings and the completed Proof of Mailing form must be submitted to
this office prior to the Public Hearing date.
The bright green Notice of Hearing card needs to be posted in front of your property
close enough to the street that public can read it. This sign must be posted and stay
posted for no less than seven consecutive days prior to the Public Hearing. After the
seven days you can complete the Proof of Posting form which needs to be submitted to
this office prior to your hearing. If you put the sign up where there is more than seven
days before the hearing, just leave it up through the day of the hearing. You can take it
down the next day.
Board of Trustees Application
PROOF OF MAILING OF NOTICE
ATTACH CERTIFIED MAIL RECEIPTS
APPLICATION NAME & SCTM#: YDut3 1066- 15 ^ 1-7— 1-7. { 1
NAME: ADDRESS:
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g E I VE
AUG 1 2 2025
Southold Town
STATE OF NEW YORK Board of Trustees
COUNTY OF SUFFOLK
IClh 1�A�� ,I, A , residing at 4qd iRvy 1Ae/e_
MA 1 C.IG . �J.Y• 104 ( , being duly sworn, deposes and says that on
the_ day of AvG,�l�j- , 20 Z , deponent mailed a true copy of the
Notice set forth in the Board of Trustees Application, directed to each of the above named
persons at the addresses set opposite their respective names; that the addresses set opposite the
names of said persons are the address of said persons as shown on the current assessment roll of
the Town of Southold; that said Notices weremailed at the United'States Post Office located at
l`+tA't't~ITuC,r_, P.Y . ���7 2 , that said Notices were mailed to
each of said persons by CERTIFIED MAIL/RETURN RECEIPT.
Signature
Sworn to before me this
Day of r , 200
BARBARA 4,TANDY
Notary Public,State Of NowYo*
No. 01 TA6086001
Qualified` In Suffolk County�
Commission Bxpir�.00 �;��5�2)Vd
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Glenn Goldsmith,President �QSUFFO(�-co Town Hall Annex
A.Nicholas Krupski,Vice President �� Gym 54375 Route 25
Eric Sepenoski y x P.O. Box 1179
Liz Gillooly o Southold,NY 11971
Elizabeth Peeples P, �a Telephone(631)765-1892
Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
°;� -Y - �-
BOARD OF TRUSTEES: TOWN OF SOUTHOLD
_______________________________________________________________ Fli'll 1
In the Matter of the Application of FAUG 1 2 2025
CHRISTOPHER& MAIRI YOUNG Southold Town
COUNTY OF SUFFOLK Board of Trustees
STATE OF NEW YORK
AFFIDAVIT OF POSTING
DQ�NO7�'CaMPL�,E�7�F�w._THIS�,�O%R�M���N�TIL_TH_E.�POS:TI�G�HAS�KEM�1��IN,�ZEOR "A. 0Z�Z�E�AS' N�DA,YS:EltIORTOT y E=PUB17C' �
HLARfING�DATE O PLETE�°THI,S FOR�MION EI_GHWTH0DAAY! L JTER
I, kie*vWM4TJD ,1. , residing at/dba
being duly sworn, depose and say:
That on the -+ day of Al*t Vilr" , 202-CI personally posted the property known as
by placing the Board of Trustees official noticing poster where it can easily be seen from the, -- .
street, and that I have checked to be sure the noticing poster has remained in place for a full
seven days immediately preceding the date of the public hearing. Date of hearing noted thereon
to be held Wednesday,August 13,2025.
Dated: -2yo zrS
(signature)
Sworn to before me this
(�day of,Atkt•20-a5
SAFIBARA M.TANDY
Not"P4006'4%0te Of New ltblk
No�,01TA6086001
r �ttlilzie�,itffolk County
tary Public
, NOTICE OF HEARING
NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of
Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property.
OWNER(S) OF RECORD: CHRISTOPHER & MAIRI YOUNG
SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove 163sq.ft. of existing
rear covered porch, remove 509sq.ft. impervious bluestone patio at grade, and reconstruct in
same location a new 392sq.ft. one-story addition onto dwelling over a new 336sq.ft. crawlspace
and 56sq.ft. partial basement with a 28sq.ft. bilco door; install a new approximately 300sq.ft.
bluestone patio set in lawn in same location as existing with a bluestone stepping path to pool
patio; remove existing 1,037sq.ft. bluestone pool patio, 39sq.ft. bilco door with basement steps,
and 44sq.ft. landing and steps, and construct a new 1,164sq.ft. porcelain pavers patio, and a new 4'x13' entry platform with steps; the existing retaining walls for pool patio are to remain.
Located: 470 Willis Creek Drive, Mattituck. SCTM# 1000-115-17-17.11
TIME & DATE OF PUBLIC HEARING: Wednesday, August 13, 2025 — at or
about 5:30P.M. If you have an interest in this project, you are invited to view the Town
file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until
to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m.
BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its si ificant
beneficial and adverse effects upon the coastal area(which includes'all of Southold Town).
3. If any question in Section C on this form is answered "yes" or"no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. ,Thus, each answer must be explained in details listing both suppoo!:q and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 115 .17 _17.11
PROJECT NAME Christopher& Mairi Young
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g.capital ❑
construction,planning activity,agency regulation, land transaction), ❑
(b) Financial assistance.(e.g.grant,loan,subsidy)
(c) Permit,approval,license,certification: ❑y
Nature and extent of action:
Proposed (1) story addition to rear of existing
house, existing pool patio to be replaced with minor reconfiguration,
removal of existing slate patio and replace with new blustone pavers set in lawn
Location of action: 470 Willis Creek dr., Mattituck
Site acreage: 1.021
Present land use: Single Family Residence
Present zoning classification:AC
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: Richard M Mato, Architect
(b) Mailing address: P.O. Box 2284 Aquebogue, N.Y. 11931
(c) Telephone number: 631-523-5879
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes ❑ No❑✓ If yes,which state or federal agency? —
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
Yes ❑ No ❑✓ Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No❑✓ Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
❑✓ Yes ❑ No❑ Not Applicable
The proposed additions will be well screened with existing vegetation and will not detract
from the visual quality of the area. All existing vegetation shall be preserved
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
0 Yes ❑ No ❑ Not Applicable
The proposed additions will be inside of existing patio area footprints. No structures or natural resource
will be affected. _
Attach additional sheets if necessary f
Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
0 Yes ❑ No ❑Not Applicable
New addition to have gutters and leaders to control storwater runoff.
All existing vegeation to be retained.
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria.
Yes ❑No ❑ Not Applicable
New additions to comply with the regulatory requirements from the states wetland laws and required
dimensional setbacks. No fill or excavation will be placed on vegetated wetlands. the scale of
development has been designed in a way to minimize adverse impact.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
Yes ❑No❑ Not Applicable
all construction debris will be removed from site and no burning of trash will be performed in order
to restrict emissions.
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑Yes ❑ No 0 Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.❑ YeD No Z Not Applicable
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑Yes ❑ No ✓❑ Not Applicable
i
i
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
❑Yes ❑ No 0 Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages
62 through 65 for evaluation criteria.
❑Yes ❑ No 0 Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III-Policies; Pages 65 through 68 for evaluation criteria.
❑Yes ❑ No❑ Not Applicable
PREPARED BY Richard M Mato TITLE Architect DATE 4/24/25