HomeMy WebLinkAbout47056-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • � f� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47056 Date: 10/29/2021
Permission is hereby granted to:
Arnold, Trinity
40 Prospect St
Williston Park, NY 11596
To: Construct in-ground gunite swimming pool at existing single family dwelling as applied
for.
1
At premises located at: A
6640 Skunk Ln, Cutchogue
SCTM # 473889 LA3 D
Sec/Block/Lot# 104.-5-6.1
Pursuant to application dated 10/15/2021 and approved by the Building Inspector.
To expire on 4/30/2023.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Building Inspector
FIELD.INSPECTION REPORT- DATE COMMENTS
�►d
FOUNDATION(1ST) y
Q
FOUNDATION.(2ND)
0
ROUGH FRAMING
PLUMBING y l
1
INSULATION.PER Y. H.
STATE ENERGY CODE
O
FINAL
ADDITIONAL COMMENTS
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o�$uFFoc,r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
-7 OCT 15 2021
JO!5 / or:
PERMIT NO. Building Inspect
BUILDING
Applications and forms mustbe
out in-thbi':enbrety. Incomplete TOWN OF SOUTHOLD
.111- .
applications, i not be,kcepte&,W' h h Applicant moot the owner;,
,
- '
Owner'sAuthorizationfib
, rrn'(Pagq,2 ,shall be completed
Date:October 15, 2021
F PROPERTY OWNERS) ff E
Name:Gerod and Trinity Arnold SCTM# 1000- Dq
5A
Project Address:6570 Skunk Lane,
Phone#:516-242-6073, 516-2242-6073 Email:jedtrinarnoldgaol.com
Mailing Address:
CON
Name:Michael Hand
Mailing Address:P0 1256, Mattituck, NY 11952
Phone#:63 2-965-1947 Email:michaelgmchdesicinservices.com
s 1GN�-,PROFESSI,ONALJNFORMATIO
Name:James Deerkoski
Mailing Address:260 Deer Drive, Mattituck, NY 11952
Phone#:631-774-7355 Email:iamesdeerkoski0y@tqq.c-om
CON IN FORM A ON-
R 0 R T AQ
Name:
Mailing Address:
Phone#: Email:
:DESCRIPTION CONSTRUCTION
®New Structure ElAddition FlAlteration EIRepair ElDemolition Estimated Cost of Project:
Dother $25,000
Will the lot be re-graded? E]Yes ®No Will excess fill be removed from premises? i@Yes []No
PROPERTY INFORMATION
Existing use of property:Sin le Famil Dwelling Intended use of property:Sin le FaTilV Dwellin .
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ®No IF YES, PROVIDE A COPY.
❑ Check Box After Reading. The owner/contractor/design professional is responsible for all drainage:anditorm water issues as provided by
Chapter,236 of the Town Code:'APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the-Building 2one..
Ordinance of.the Townof Southold,Suffolk,County,New yolk and other applicable Laws;Ordinances or:Regulations;for.the constructionof buildings,
additions,alterations a r,for removal or demolition at herein described.The applicant_agrees to comply with all applicable laws,ordinances,building code,;"
housing code and regulations and to admitauthorized inspectors on premises and in.building(s)for necessary inspections.False statements made herein are
punishable as,a Class A misdemeanor pursuant to Section 210.45 of the New:York State Penal Law.
Application Submitted By(print name):Annette Schumacher BAuthorized Agent ❑Owner
Signature of Applicant• v Date:
STATE OF NEW YORK)
C SS:
COUNTY OF
l + �jy S(',►/1 1�-wl 0_jvbeing duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the �P.iLj—
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of ncrb(ac 2 , 20 �
Notary Public
CAROLINE M MACARTHUR
NOTARY PUBLIC-STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION No.01 MA6384635
(Where the applicant is not the owner) Qualified in Suffolk County
My Commission Expires 12-17-2022
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, obo ,
residing at
(Print prope ty owner's name) (Mailing Address)
do hereby authorize
(Agent�YI/! krl Wag
to apply on my behalf to the
Southold Building Department.
V(( Wner's Sig a re) (Date
(Prinf Owner's Name)
i
ce�
SCTM # 1000-104-05-6.1
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
APPROVEDAS NOTED PROPERTY: 21,099 SF 0.48 ac
a!J� ESTIMATED AREA OF 13,000 SF -
DATE: .P.B # GROUND DISTURBANCE:
FEE 02-(YBY:
NOTIFY BUILDING DEPAPTMrtiT AT M C H
765-1802 8 AM TO 4.PM FOR THE EXISTING HOUSE: 1279.0 SF 6.,% _ _
FOLLOWING INSPECTIONS: Design Services
1. FOUNDATION - TINO REQUIRED PROPOSED ADDITION: 730.0SF 3.5% 300CY 50 CY
FOR POURED CONCRETE PROPOSED STOOPS: 60.0 SF 0.3% 3 CY 1 CY
2. ROUGH - FRAMING & PLUMBING
3. INSULATION www.mchdesignselvices.com
4. FINAL - CONSTRUCTION MUST PROPOSED GARAGE: 504.0 SF 2.4% 50 CY 20 CY Phone:
BE COMPLETE FOR C.O. (631)298-2250
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW PROPOSED POOL: 600 SF 2.8% 175 CY 50 CY email:
EL. S O , michael@mchdesignservices.com
13.3' 08 10„ YORK STATE. NOT RESPONSIBLE FOR OUTDOOR SHOWER: 32 SF 0.2% 2 CY 1 CY
E SILT FENCE DESIGN OR CONSTRUCTION ERRORS.
(L-IMITS OF C
� - LE4RIN G) a-8'xa'PROPOSED DRYWELLS - 40 CY 10 CY
- � _
2-8'XS'
M � T�.s1 Ri r.
SILFE 151.65► �� a, ; �1Gy Or NCE(LIMITS # ,, ) i o� t TOTAL: 3205.0 SF 15.3% 570 CY 132 CY
- M
_ - -S'X4-DW W/ _ _ - - _ - , -' -OF CLEARING�� EL. :"� N I ➢�P�.I y
_ CATCH BASIN \ - - - - - _ - _� - 1�L ,'V� e ld
- �. ►r METES h BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JANUARY 25,2021
POOLEQUIPMENT I I""
u m o PROPOSED TBD I 29.5' , a i r �y UT ��.-R e II-IC 1 E
00 I ® I ASPHALT DRJVEWAY 1 STY GARAGE I
REPLACE EXISTING
SLAB EL 13.6'
PROPOSED 20'X30' (3) - 1
LD 43.8' \ 21.D' ) \ 20.0' - I
o INGROUND POOL '
t
F \ PROP46ED 8'X4' 1 1 32.8 (V
W U \ II \ OUTDOQR SHO'ER/ 1 � i,,�`,L.`d V Yr I H A L L C J L._v 0 F
i/8'X4'\II/8'X4 I J-�- 1� f� 'vV YLIR!< S T ATE & TOWN CODES OGEE ITTER-STANDARD 5"
NOTES:
i \Dw/ \ow/ �' a AS FkLOUIRED AND CONDITIONS OF 1).EXECUTION:w ' � , /. \
CONCRETE' � A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
Q , ` � j SOUTHOLD TOWN ZBA 2).PREPARATION: U
t\ WASH OUT A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
~ \ ,� / TOPO SOIL ,\ O B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
w SOUTHOLD TOWN PLAN N I NG BOAR D ACHIEVING THE BFST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Z
4T - ��. / \ I~ Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O
I LOCATION I METALS
WITH PROTECTIVE BACKING PAINT. O W
Q z '" DW w SOUTHOLD TOWN TRUSTEES W Z
S'X4'D -i 8X5 F_-`
3.BVSTALLATION:
j 51
BASIN \ / �� u A).PERFORM QM HANDBOOK AND THE DRAWINGS.
Cr _ - - - - --- - \ Z 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2'FOR EVERY 40'OF RUN.
2). A J
5.0' \ wEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
N.Y.S.?J.`�.S.DEC
3 I ® I \
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SOP JOINT u1.4
W - ,\ � CONNECTORS.
u \ / T OLE / o PaoPosEo o ao_p -_-_- I 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL w
-1 - EL 13 2 / sToor ,� sraoP \ CONNECTION WATERTIGHT. 1�
ao
Q d 50.0' 1 4).PROTECTION: Z
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT,
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
J _SllLEE11lCF(I IM1TS pE_CLEAQING) PROPOSED 1 STY.ADDITION - I COMPLETION
t r t � ^
FF EL.14.8' L uj w
r, � PROVIDE OPTION FOR
I WATER MANAGEMENT SCHEDULE
------------------------
Qj LOCATIONTBD
L1J - L-_- �'FLOWELL TANK � tt /� � rt VOLUME AT DRYWELL(5) TOTAL DRYWELL
(TYPICAL) 0 ' I[1€f�� ED`ATELY LOCATION: AREA: 2"RAIN PER HOUR REQUIRED CAPACITY CD
_ ENCLOSE POOL TO CODE O Q
EXISTING SEPTIC` - HousE RooF zz2s sF 372 ev z-s'dia,5'deep azz cv
Q SILT FENCE(LIMITS OF CLEARING) UPON COMPLETION � Ln �jj EXISTING 15TY O GARAGEROOF 598SF 100CY 1-8'dia,4'dee 169CY I.+-�
t� L17 SYSTEM Ln BEFORE"WATER' p O �O U
1000gai sI ___ _ o FRAMED HOUSE '
(2)8'dia,6'&ep LP / ad FF EL.14 8' POOL: 600 SF - 1-8'dia,4'deep 169 CY r '
M / DRIVEWAY: 1720 sF 287 CY 2-8'dia,4'deep 338 CY �....y
N Cf;
5.0' - EXISTING WELL CV
I� (ABANDONED)
�
O --43.$' ; 15.0' rortrx 14.0' -; O RETi� ST0PF,I
G�I7►CI JI
Ql z i i z � Fur;sU� , < ply
�o w a !u Q �o ,�11T TO C APTEi 23G
z u i _ �w OF THE TOWN [�z - 0 ! . , C5 iLL L� CODE,
J o i -_-I 8'X5' oN it o
DW
EL. �.-._._.-._._.-._._.-._._ _.-.... _.�
L.
N 200 3 6' 10" W 15 0.0' 10.3' .- , ►�R,,,4:.^L°Cltl`Q)IH'P,FQt,d,RF"
DRY WELLS TO BE 10'MIN.
AWAY FROM HOUSE
O°
HAYWATERS DRIVE z °
(PUBLIC WATER IN STREET)
PROPOSED SITE PLAN DRAWN BY: MH
SCALE: 1" = 20'-0" 10/14/2021
SCALE: SEE PLAN
OF N "
°Fe� ��r�\ SHEET NO:
� I+J
�OFESSIONP�
i
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
30'
— — — — 10 1/2"
7 7 — — — — — — 7 — — — \ 1.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) 14.SUPPLY AND INSTALL POOL HEATER,BY STA-RITE MAX-E-THERM
PX100 TRANSFORMER WITH REQUIRED CORD. (400,000 btu)HEAVY DUTY CUPRO NICHE PROPANE GAS HEATER WITH C—1�7OPING PAVERS
ELECTRONIC IGNITION WITH(1)2-1/2"JANDY NEVER LURE SPRING MORTAR
2.POOL FILTRATION TO BE STA-RITE SYSTEM MODUI AR MEDIA FILTER. CHECK VALVE AND 501b.PRESSURE RELIEF VALVE.
' 3.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT4X160 6"TILE BAND (COMPACTEd GRAVEL 11 15.INSTALL 100 amp WIRING,LOAD CENTER,R ION SYSTEMS,
PERSONALITY 't SKIN ER SKIMMER ' VARIABLE SPEED PLUS SVRS WITH 2"QUICK DISCONNECT UNIONS. KIT AND SURGE PROTECTION.WIRE(1)FILTRATION SYSTEMS,(1) _ _
' II HEATERS,(2)POOL LIGHTS,AND DATA CABLES FOR INTELLIFLO (WATER) a�o fl III 111
4.POOL SKIMMERSTO BE PENTAIR.INDEPENDENTLY CONNECT WITH PUMPS.GROUND POOL.SUPPLY,INSTALL,AND PROGRAM(1) _- I —
11 11
2"PVC PIPES WITH SEPERATE VALVES AND TILED ON SIDE AND BASE STANDARD INTERFACE INDOOR CONTROL PANEL.PANEL TO BE
OF MOUTH.
INSTALLED AS SPECIFIED BY OWNER. MARBLE DUST yj " ° I II
' ll USE PVC CONDUIT FOR POOLAND SPA LIGI ITS WITH ALL WIRING.
11 S.RETURNS TO BE HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. #4 STEEL REBAR(VERTICAL)
16.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. 10"OC(5"OC FOR DEPTHS —
6.PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES,(2)1/2" EXCEEDING 5 FEET) a
DRAIN ll RETURN LINES WITH(2)1/2"AIR HAMMER EQUALIZER. 17.SUPPLY AND INSTALL POOL SONIX SOLAR POOL ALARM WITH POOL
i II SONIX BASE UNIT AND REMOTE KEY FOB. #4 STEEL REBAR —
� � 7.INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM (HORIZONTAL)
' 11 WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS. 18.EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE 10"OC _
I _ _ i ``'' GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL
RTED OFF SITE.
PS wl 9.OVERFLOW DRAIN TIN EIED INTOAINS H PVC TER IA AUTOMATIC TOGETHER WITfH WASTE TO BE 19.UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER °•p
20 SHALLOW END DEEP END ll 11 (2)WATERWAY I2"X12"FRAME AND GRATES.
3'-6"DEEP 8'-0"DEEP
' 12"TO36"RADIUS I — �iII IIIII 1�—
ll ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. (VARIES) I I
DwllN ' 11 10.PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP. 20.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- 3500 psi
' CHLORINE GENERATOR IC 20 WITH POWER CENTER SUPPLY SALT TO CONCRETE 0'Q o A i III 111111110111111
I I— V
11.(1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR RUN SYSTEM AT STARTUP AND FOR 28 28 DAYS
DAYS AFTER SPA IS RUNNING. _
ll OFF-LINE WITH(1)1"PVC FEED AND RETURN FOR POOL WITH VALVES 7(� -
11 AND DRAIN PLUGS. 21.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- 8"(MIN.) 0l °D o• D 'I' CHLORINE GENERATOR IC 60 WITH PCSDO POWER CENTER.SUPPLY SALTTO ° U
II 12.S INSTALLS INSTALL COPING AS SELECTED BY OWNERS.COPING TO RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. I O O
BE INSTALLED WITH SPEC-MIX
COLOR PREMIUM
MORTAR FOR SETTING IIIIIIIII IIIIIIIII IIIIIIIII—III I(1I I I III I
� 11 MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH PREBLENDEW 22.POOL CONTRACTOR TO HAVE SOIL CONDITIONS TESTED AND REVIEW
COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. WITH ARCHITECT.DO NOT CONSTRUCT POOL ON POOR SOIL.
1 ill
R RN RETURN RE"f11RN ' I I WALL S E C T I O N
am A
" \ --------------------------- ----------------------------------- \------------• 13.SUPPLY AND INSTALL 6"X6"TILES AS SELECTED AND APPROVED BY OWNYER'S 23.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING
II AND ARCHITECT TILES TO BE INSTALLED WITH LATICRETE MODIFIED P00)L AROUND POOL AND SPA AND ALL WORKING HOOKUPS TO RUN SYSTEM. u
THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(TO MARBLEDUST POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWRITTERS �^
SELECTION). CERTIFICATE. /��_
NOTES: F�1
SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND
�� 11 SOIL TO BE LEFT ON PROPERTY SOIL TO BE STOCKPILED OR RUFF GRADED(AS
ll AW OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED w J
II W
/ SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED, •
PLAN VIEW 10"ON CENTER FOR WALLS AND FLOOR,5'ON CENTER FOR ALL TRANSITION
BREAKS AND BOND BEAM.
Z � THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE
J L STEEL CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE O O
POOL(BOND BEAM)AND NO LESSTHAN 8"ON THE WALLS AND FLOOR.
( ) INTERIOR FINISH OF POOL TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS 1'^
PER OWNER. •+
� S'dla.,4'deep / O � V
� DRYWELL �
FILTER AND PUMP
LOCATION PER OWNER �
i
V
Q
COPING
® COPINQ COPIN
COPING
SKIMMER O SKIMMER
AU®
MMER
3'-6° srEPs
LIGHT LIGHT STEPS
8'-0"
DRAWN BY: MH
30' 20' 10/14/2021
SIDE SECTION END SECTION SCALE: SEE PLAN
�F-OF
,e'�� SHEET NO:
Zui
0;)2502
ROFESSIONP�