HomeMy WebLinkAbout1000-111.-13-5 i
ZONING INFORMATION
BOARD OF •c IZUSTEES
SUFFOLK COUNTY TAX MAP#1000-111-13-05 NEW RAILING SYSTEM
TO NEW
WITH SECTION TOWN OF SOUTNOl.D
ZONE: R-40 LOT AREA:31,165 SF. R312 OF THE RESIDENTIAL
CODE OF NY STATE. TOP DATE � '`q
LOT IS NON CONFORMING. REFER TO ZONING SECTION 280-124-NON CONFORMING LOTS LESS THAN 20,000 SF. OF RAILING TO BE A MIN. 2 CE'm-•,G r
OF 36"ABOVE ADJACENT
TOTAL LOT AREA=31,165 SF, BLUFF AREA=3,433.5 SF, BUILDABLE LAND AREA=24,731.5 SF TOP OF DECK. A2.a
6'-3" 8'-0" 3'-9" 12'-1lo
ALLOWABLE EXISTING PROPOSED 2
HOUSE DECK&POOL) (HOUSE, DECK&POOL) NEW WOOD DECKING LITTLE pECONI
BUILDING AREA 24,731.5 SF x.2=4,946.3 SF ( A
TO MATCH EXISTING o � BAY
LOT COVERAGE 20% 12.1% 13.6% (TYP.) w
2 =
FRONT YARD 50' 146.1' 146.1'
m WOOD S 04 20 43
SIDE YARD MIN 15, 15.8', 10.8' 15.8', 10.8'(TO HOUSE), 1 STEPS (ALONG HIGH
KaAD 100 62
M WATER) PILE,
15.16'(TO DECK), °' \0 8,E TYP.
11.75'(TO STAIR _
LANDING) NOTE: HOT TUB IS TO -
..► r6.7'E
SIDE YARD TOTAL 35' 26.6' 26.6' (TO HOUSE) BE PROVIDED WITH A
25.96' (TO DECK)
SAFETY COVER IN COMPLIANCE BOTTOM OF BLUFF
WITH SAFETY STANDARD ------- -------r_____�______�___________
22.55'(TO STAIR LANDING) ASTM-F1346. THE SAFETY \�'1W'•• '•' • '�• � '••••• '••0 -�------�----- --------- -- - --- ---��• -------_---
REAR YARD 50' 117.5'+/- 117. +/- TO HOU E) - COVER SHALL BE PROPERLYtu
105.3'+/-(TO DECK) AOogS= UTILIZED AT ALL TIMES THATzo :.' _• o
THE HOT TUB IS NOT IN USE.
MAXIMUM BLDG HEIGHT 35' 32' 32' I. .'• O
N NOTE: HOT TUB IS TO BE BLUFF
S INSTALLED FULLY IN
COMPLIANCE WITH ..'
\ MANUFACTURER'S PRINTED
GENERAL NOTES � RECOMMENDATIONS AND ' • ' • • ' • • ' • • ' • : ::.: • •:.• •.�.:. .::• •�• • . :•:F'z • ' '
Y d0
` 12,-4„ WITH ALL APPLICABLE CODES
I.�I N GE3E6!: VVOODr_'.
�� ��I (FEDERAL&STATE)FOR . .'• • .'• � t- _'-&'• Q o O
1. THE ARCHITECT HAS NOT BEEN RETAINED FOR THE SUPERVISION OF THE HOT TUBS AND SPAS. DECf�(6 � ry Im
CONSTRUCTION OF THIS PROJECT. HOT Q .•p w 0• p ca id•U r
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL WORK IN + TUB r jr'Q [r r? •'.o-O.4 Q
ACCORDANCE WITH REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL > Co .' Q Z' �c• . .' CY)
GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. EXISTING F_
T-0"+
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL APPLICABLE / 1 . „ I �• Q X- ,' Q tL
CONSTRUCTIONCODES,LAWS, RULES AND REGULATIONS IN THE 4. ALL PO RED CONCRETE FOOTINGSS SHALL BEARON MINI UM 0 BREAKFAST AREA M
2TON VIRGIN SOIL.
5. ALL POURED CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4 �. • , '--= C.M.
3,OIJ0 P.S.I.IN 28 DAYS. "�_•y.. _ - - ------_---z+ -=-^ - --------=- --------
6. FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS. 4'- = R' _ ---- '� - - -� �STO.
-----
7. PROVIDE MINIMUM 18 GAUGE GALVANIZED STEEL JOIST HANGERS AT FLUSH BEAMS - STOP OF BLUFF 17 0.2'S
CARRYING JOISTS. FL------ C.M. STO. O N o
8. ALL ELECTRICAL WORK AND ELECTRICAL COMPONENTS INCLDUING,BUT NOT 0.61S FLAG JEXISTING WOO 0 m + 0. 2 N O BEND
LIMITED TO CIRCUITS,BREAKERS,OUTLETS,SWITCHES,AND WIRING SHALL BE U.L. \ POLE DECK R FIRST O 03 o ± 1-ti ,i a I- 1.8'N
CERTIFIED AND INSTALLED IN COMPLIANCE WITH APPLICABLE ELECTRIC CODES. FLI LEVEL D X p p Y-�i 0 U I HADED AREA
9. ALL PLUMBING WORK SHALL CONFORM TO APPLICABLE CODES AND HEALTH M r U) -n to U a a I INDICATES
EXISTIN EXIST. c -� > ' Q 0° AREA OF 5-13-2025 ISSUED FOR BUILDING PERMIT APPLICATION
DEPARTMENT REQUIREMENTS. O EXISTIN WALKOUT STONE T z 07r + +w
10. THE DRAWINGS ARE NOT TO BE SCALED. WOOD SUBLEVEL WALL � �n n a iv N PROPOSED
11.NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND 00 DECK �'m N U ADDITION TO
APPROVAL BY THE ARCHITECT. FIRST FLR w 0 z DECK,AREA OF 5.13.2025 REVISED FOOTPRINT, DIMENSIONS
O STAIR&RAILING 4.3 26.7 w w DECK ADDITION
12. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATIONS OF ALL UTILITIES IN LEVEL EXISTI G w 2 &AREA OF PROPOSED DECK ADDITION.
EXISTING PER NY STATE Z bo EXIS NG =377 SF
AREAS OF WORK PRIOR TO COMMENCING ANY WORK. O w INGR ND STONE w (AREA OF DECK ADDITION DIMINISHED)
13.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS KITCHEN RESIDENTIAL w POOL PATIO o 2 I w o
SUCH AS BARRICADES,GJARDRAILS AND COVERINGS TO PROTECT THE WORKMEN AND CODE 0 12'-4" 15'-2" Ina 02.21.2022 ISSUED TO BOARD OF TRUSTEES
PUBLIC FROM INJURY. Y 10.8 "i ^6.1 6 00
14. THE HOT TUB IS TO BE PROVIDED WITH A SAFETY COVER IN COMPLIANCE WITH 0 �O 0 F
SAFETY STANDARD ASTM-F1346. THE SAFETY COVER SHALL BE PROPERLY UTILIZED EXIST 14.7' 15.2' o r U) 02.10.2022 REVISED SIZE OF
zo
AND AFFIXED TO HOT TUB AT ALL TIMES THAT THE HOT TUB IS NOT IN USE. POOL POOL h � PROPOSED DECK TO RESPECT
15. AS A MINIMUM,THE HOT TUB IS TO BE INSTALLED FULLY IN COMPLIANCE WITH HEATER FILTER #5775 EXISTING °` 15'-0"MIN SIDE YARD
MANUFACTURER'S PRINTED RECOMMENDATIONS AND WITH ALL APPLICABLE CODES XIST CONC. u'9 R6 8.7' „ 4' CHAXN LINK
FEDERAL&STATE FOR HOT TUBS AND SPAS. PAD ON GRADE 2 STORY FRAME
EXIST A/C 9.30.2021 ISSUED TO ZBA
16. THE HOT TUB INSTALLATION SHALL FULLY COMPLY WITH ALL APPLICABLE o XISTING A/C DWELLING CONDENSER 5• '
REQUIREMENTS OF CHAPTER 42 OF THE 2020 RESIDENTIAL BUILDING CODE OF NY k o CONDENSER GARAGE x
STATE. EXIS COND LASER 11.4' UNDER N SHOWER
EXISTINEXIST OPANE STONE L6 GENERATOR C• STO.
PRTANKS � 16.1 "v 213, r0.1'N V�rSJS ARCHITECTS
NOTE: ALL NEW PIER/FOOTINGS ARE TO BEAR -ry Lo zao XIST FENCE
ON 2 TON VIRGIN SOIL WITH BOTTOM OF RTIAL MAIN FLOOR DECK PLAN STO. FC 9.0' 15.7 AND GATE
(DE;� o.7's -- -------
FOOTING TO BE LOCATED A MINIMUM OF ,�4 ''-0" I A IN STO. 755 NEW YORK AVE., HUNTINGTON, N.Y.
T BELOW ADJACENT FINISHED GRADE CANTILEV R T IS EXISTING 0'9 N (631) 351-1999
(TYPICAL) I R E LOOSE STONECOBBLE
2 2 STO. XIST FENCE DRIVEWAY STONE CURB
A2 0 ALL NEW POSTS TO BE A2.0 0.9'S AND GATE WALL TYP TONE
SECURELY ANCHORED TO NOTE: ALL DECK JOISTS SUPPORTED
PIER/FOOTINGS WITH BY BEAMS MUST BE ATTACHED TO LATTICE ENCLOSURE I LOT 41
SIMPSON STRONG TIE GALV. THOSE BEAMS WITH SIMPSON STRONG OF AREA BENEATH LOT 39 LOT 40 4.4'N ARCHITECTURE INTERIORS PLANNING
STEEL PB66 POST BASE
LINE OF NEW TIE H2.5A HURRICANE CLIPS PER LINE OF NEW DECK 11
6"X 6" PRESSURE CONNECTOR(TYPICAL). 6 X 6"PRESSURE THESE PLANS ARE AN INSTRUMENT
DECK ABOVE ( ) DETAIL 5 ON DRAWING A2.0. DECK ABOVE I OF SERVICE AND ARE THE PROPERTY
TREATED POST SEE DETAIL ON DRAWING TREATED POST OF THE ARCHITECT.INFRINGEMENTS
ABOVE TYP. A2.0. (TYP.) WILL BE PROSECUTED. "� F f
LINE OF NEW ABOVE(TYP.) LINE OF NEW , .�
TONE
NEW 14 DIA. ---- - - - 2 I ` WALL ` RESPONSFIELD IBLE FORFI FIELD FIT AND
DECK ABOVE 2 DECK ABOVE
POURED CONCRETE --- - LATTICE 4�
PIER/FOOTING / C° c
UTILITY •e
ENCLOSURE _ - QUANTITY OF WORK HA ALLOWANCES
TYPICAL WHERE / r r I / (2)2"x 12" I CONTRACTOR FOR ANY ERROR OR
POLE SHALL BE MADE IN BEHALF OF THE •.
NEGLECT ON HIS PART.
( / 0 OF AREA / - - - I
THUS SHOWN) BENEATH = '
/ " LINE OF NEW 6'-1" T-7" LINE OF NEW
6-1 3-7" DECK ABOVE DECK / + 1901 9 DECK ABOVE
EXISTING CONCRETE - - - - - cn Co EXISTING
I
PIER/FOOTING / COLUMN / (2)2"x 12" (2)2'x -i Cj (2)2"x 12"
(V.I.F.) - - - - - - - Q-- -
- TONE
6'-2" T-0" 6'-1" 3'-1" i 6'-2" ? U
U 7'-0" Co0 CD 6'-1" 3'-1"
/ 18"X 18" POURED / 1 _ ' O _ _ 4- WALL 2.1'N CERT. NO.
CONCRETE LINE OF //� �9 N co Co
EXISTING COLUMN/ // -�', `r `� PIER FOOTING X'ST /2> ��+�� "' SU N '~-LATTICE ENCLOSURE I �P�V PROJECT NAME
POST ABOVE / (TYPICAL WHERE �+,, OF AREA BENEATH Op PROPOSED DECK ADDITION TO THE:
(V.I.F.) / {''•,-*,ti THUS SHOWN) ABOVE / �L Oct _ (2)2"x 1 I DECK W W v�1O
• .� 2"x 8' P.T.LEDG R p _
------- ---- ------ - S' �Q- - ?- (2)2"x 8" (FL SH) W p
EXIST. ��.. , _
6 X 6" PRESSURE (2)2"x 12" ��' 6' X 6"PRESSURE o H�OVEY RESIDENCE
I �--
�� I TREATED POST (V.I.F.) �� �% �� ^ I I I TREATED POST 4
LINE OF EXISTING �� „ ,� .1 ABOVE(TYP.) `� �O ,� (TYP.) ° t` 0
3'-3" 4 2 4 2 3' 3' 4'-2" 1- 4 2 CD
DECK A OVE �`� ti+ d a '1 9" Z ~ SCTM#1000-111 - 13-05
N o� I LINE OF EXISTING ` °' iv I iw iv t° O °' w I UP zo
o� I DECK ABOVE °) X _ _x Z:: °' 13R 5775 NASSAU POINT ROAD CUTCHOGUE, NY
2" x 10" I.T. STS.
DRAWING TITLE
------ I 0 O V I I^ @ 16 O. "I
r- 00
__ I - s
r ----- ; X II�\ I I PLOT PLAN, ZONING
j. I REFER LATERAL LOAD EXISTING FINISHED SPACE INFORMATION GENERAL
EXISTING UNEXCAVATED AREA
�•-� I R TO LA (2)2"x 8" (FL SH) ,WELL
A-T
DECK ATTACHMENT DETAIL � "- I O NOTES, PARTIAL
I- ir -iIr-T i ON DRAWLING
A2.0 FOR ALL
. III- iI;CO iI; -iTI;,) II;
48 �-C.M.
FOUNDATION PLAN, DECK
EXISTING CONCRETE � DECK JOIST
FOUNDATION WALL LEDGERS SUPPORT x iO1POLES. x
IN UTILITY FRAMING PLAN PARTIAL
ISOFF OPEN C.MJ N1525'00" W
T. I DEOFST CASE MAIN FLOOR DECK PLAN
"x " PR 2LE
1 I I I
- ---� W/SOLID AZEK PANEL
NEW STAIRS __ --- -._._. ,_... . ... ... . _.
STAIR&RAILING EDGE OF PAVEMENTDRAWN BY DRAWING NUMBER
ABOVE
PER NY STATE NASSAU POINT ROAD MS
RESIDENTIAL - _
CODE CHKD BY
WS
EXISTING CONCRETE y T;0 b` 1 2 ,25
FOUNDATION WALL DATE AV IL
04-25-2025
PARTIAL FOUNDATION PLAN DECK FRAMING PLAN PLOT PLAN :
PROJ # 202115
SCALE AS NOTED 1 OF 2
i
Area_ Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION
Imp m JM SECTION MCKEo BY JM WATER SUPPLY, SANITARY SYSTEMS, TO THIS
OF OF
SURVEY
IS
TA VIOLATION
STATE
DRAINAGE, DRYWELLS AND UTILITIES, EDUCATION LAW.
��, JULY 2021 31 , 164 sq.l�}`. AND SHOWN
OR ARE FROM
RO OBTAINED FROM OBSERVATIONS
OTHERS• COPIES OF THIS SURVEY MAP NOT BEARING
auwrrrc wo.: 21\NASSAU POINT THE LAND SURVEYOR'S INKED SEAL OR
0.72 acres ATHE
ND/ORSEASEMENTSR IGHTS OF WY OF RECORD IF EMBOSSED SEAL SHALL NOT BE CONSIDERED
OF TO BE A VALID TRUE COPY.
ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
8AYROAD TUTION. GUARANTEES ARE NOT TRANSFERABLE.
a
N
II
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to 39 plies d remains
l l l l l l I I p le/ pile 1 8.27 bulkt ea
till\IIIIII ( o
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concrete
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monument \
1
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0
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, 11
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e fence
pile
\- stockad 62-
filler heater
1 I pile
x . stone to
7 01'Sofeel tanks ��6j-\-� - �//II � i 1 1I1II1 1II1III 1III 1III1\IIII1I1 I 11I11I111111 1 III1III1 II11II 11I I1 111III1I1 II 1111/11/1,1,I1I11II 1/I 11111 1 11 11 1 111 1 11I11I1I1I1I1
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44.12 \ 40.0'
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b 1 1 1 IIIII 111/1111/\ I I I I ��'I' I r
\` \ I I I I IIIIIIIII 11 I I I I I( I I I I ^ frame steps QO
in-ground \ 1 I, i i i 1111111i II I t l t ,l l t l 11 t 1 l l l l l l i 1
IIIII 1 l 1
grd stone \l ,\\ 1\ \11 , 8.91 pile
wall 59.92 x landings h Istep, I l l 11 11 I I I I I I 11 1 \ I
42.32 \ \ \\ \\ \\ \ I droIn �j \
1 1 ( ( • / \\ 59.92 II 11 1 \I 11(I I I I I I I \ IIII I) ' 1 \ \ 1 i pile
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\\\\\� 101 2�'
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1II1 II\I I1
1I I i 1III I1III II1III 1 I1I I Ii\I1II 11 1II II\1\1I11I1 I 1I1I 1 I 11 1II I 1I\I1I I I I1\II 1\I1
1\1I 1 1 11i1 11 I 1l I 1�
II I
\
Pi
lel e
4135 onument. scone � RY 58.53 58,55
bulkhead
wall 1 1 Z �O TOP of
/ • Bluff
overhang 3 pile
1 � \\\
' LIME
41- drain stone Pao IIII \\\\ pile
REcIDENCE LOT 40
landings
steps .7. q�66.E deck column(HP) 5R.24
5 • 59.79 pile�\ s drains 59.13 PECONIC
I I I ¢� stone\ \40. wells
pile
1,9 bulkhead
8.70 •
stone 117.2' 1 1 pile BA
wall
Z \ \ \ \ \ \ \ t.a' A , ( IIIIIIIIIII 1 1 ,1111111111111 \ Illt �\
\ �\ \\ \ \ o \ \ ,A x 59.24 \ \ 11 I I I I I I I I \1 1\ I
O \ \ \\ \\ �� S� 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 I 1111 1 \\\ \ \ 9.02 \ I le
CTb \ 9 \ \ \ ,1111111 I I I I \ I I\ PI High Water tine 0 Time of Survey
GE IIIII 1111111111111111111 \11\1 \ \\IIII r
GA 1111 111 I I,IIIIIIIII I I I i I 1 1\ \\\\ , 1 I I\`�\`\ \ I g
stone \\ \ \ J 5'/.O I \\\IIIII I I I I I I I I 1 1 11 1 1 1, ,1 1\�\\\\o\11\s��\\ pile
•�,,, \ \ \ \ 61G= wall 59.8tx 1 IIII\\\\I11111111111111�111 \\\\\\\\\ \11 \ \ 1 If
wall \\ , `lI pile
\ well \ \ \ 6� �
\ \ \ \ o \ \ I I \ > \ \ 24.2 25'N 0.8'N i 1 11 I pile
x59.23 11f//) \\\\\\ \ \\ 1 \ \ III /
\ \ \ \ GRAVEL \ \ fuel tenk �3 2s'N
IC�1� �
\ \ Ian \ s> 9� pile
G \ , \ _`_ generator J �\ p Cr I I I \\\ \
\ \\ 1 DRIVE wall , IIIII ( I
\ 1 . walk � \��O' on-line bulkhead
37.33 37.81 \ \ 1 1 I m 0.3'N pile
x \ \\ \'� 55 \tim wall d58--0.9'N o " o " --shed f 9.23
0,� s� \ ---SJ-- -- \` t o -58
\ � st \� -57- 1
.-_52- -56 0 �lol
lid \ \ - 301•
apron \ \ A \ \ e Z
A
\ \ Ember wnll �S J fence end o
Q \\\ 0.1'N 011W
36,75 \ cP� ° \ �\ \ S �w904114.
\ c�creke
\\ modyment
\ 1 li
\ \ Y
utlit\\�9nY \ \\ \ � NOV �'� 2
35.02 35.55 pole
_4/
1 w \ �¢? LET
I \\ \\ `J9 �4o
Survey TopographicS u
34.58 y of Lot 40
MAP OF SUBDIVISION, SECTION A, NASSAU POINT
FILED AUGUST 16, 1922 MAP NO. 156
situate at
Nassau Point
��O - NE(�,y Town of Southold
J LAND SURVEYING �P ,aMr*iNTo o�
Mintoville@aol.com Suffolk County, New York
- fi
SUBDIVISIONS Tax Map #1000- 111 - 13-05
TITLE & MORTGAGE SURVEYS 1 s>
TOPOGRAPHIC SURVEYS r _d, July 1 2, 2021
1 Scale 1 I - 20
SITE PLANS ?-
�s GRAPHIC SCALE
John Minto, L.S. Jacqueline Marie Minto, L.S. s�^� �r r�
LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR OLAND Sv 20 0 10 20 40 80
NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC,
NO. 51085
Phone: (631) 724-4832
P.O. Box 1408 Smithtown, N.Y. 11787 ( IN FEET )
1 inch = 20 ft.
i