HomeMy WebLinkAbout51319-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 51319 Date: 10/28/2024
Permission is hereby granted to:
Steven Stathoudakis
235 80th St
Brooklyn, NY 11209
To:
construct accessory in-ground swimming pool as applied for.
Premises Located at:
280 The Short Ln, East Marion, NY 11939
SCTM# 30.-2-9
Pursuant to application dated 09/05/2024 and approved by the Building Inspector.
To expire on 10/28/2026.
Contractors:
Required Inspections:
FOOTING/REBAR, ELECTRICAL- ROUGH, ELECTRICAL-FINAL, DRAINAGE, FINAL,
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total S400.00
--- ullding Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 1 1971 0959
Telephone (631) 765-1802 Fax (631) 765-9502
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only DIR
�1 rgn
PERMIT NO Building Inspector: tm -I
i
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an TITJIT, ';NG
Owner's Authorization form(Page 2)shall be completed. TOWN , '� SCOUT1 1'1'—
Date:September 4, 2024
OWNER(S)OF PROPERTY:
Name:Antonia & Steve Stathoudakis scTM # 1000-30-02-09
Project Address:280 The Short Lane, East Marion, NY 11939
Phone#:917-535-9243 :]�Em�11-tan�iastat�@gm�ailcom ��.
Mailing Address:280 The Short Lane, East Marion
._.. .._. mm� �._.._ _...... ._..�.....�_ -.._.... ....m.�.
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO BOX 152, Mattituck, NY 11952
Phone#:631 603 9092 Email:bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO BOX 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportillo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration CRepair 'Demolition Estimated Cost of Project:.
5-:10therAccessory Inground Swimming Pool $80,000
Will the lot be re-graded? ❑Yes �No Will excess fill be removed from premises? CYes *No
1
PROPERTY INFORMATION
i
Existing use of property:Single Family Residential Intended use of property:Single Family Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Dyes iONo IF YES,PROVIDE A COPY.
R40 Non-Conforming
19 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm 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 Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized 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): RAUthorized Agent El Owner
Signature of Applica . Date: �) 11+1 Z
m
STATE OF NEW YORK)
SS: y
COUNTY OF x )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 4*-e,4'1
(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 5cf±ly)bor20 2 � _
Not ubli
ERegistration
RCEE AUFNANGER
PROPERTY OWNER AUTHORIZATION PUBLIC,STATE OF NEW YOR
14
(Where the applicant is not the owner) No.01A00019644
alified in Suffolk County
sion Expires January 9,20
�� �¢ �►����/c, r residing at 280 The Short Lane, East
Marion do hereby authorize AMP Architecture to apply on
my behalf to the Tow of S uthold Building Department for approval as described herein.
C1. /4
Owner's Signature Date
G f. ee- 5�+-/4vtP'L 4 4
Print Owner's Name
2
SCDHS REF. #
1 am fomftlar with the STAN APOS FOR APPROVAL ._. _.
AND CONSTRUCTION OF SUBSUf4'FACE SEWAGE
DISPOSAL SYSTEMS FOR 'NCLE FAMILY RESIDENCES
and will abide by the condlllo.s set forth lheretn and on the ;
permll to construct
0 .2-
The locations of wells and cesspools -
shown hereof are from field observations
and or from data obtained from others.
LOT
LG1" 14
ubUc water � usllc water
1B 1
LOT DWELLING ( P DWELLING ( P
DWELLING ( Public wal�'r I 5 N.93'2T45' E.
77.73'
AD SURVEY OF PROPERTY
r.v
3� F D A T EAST MAR/ON
TOWN OF SOUTHOLD
SUFFO K COUNTY, N. Y.
W 1000 — 30 — 02 — 09
CAW
SCALE 1" = 40'
tf� N MAY 1, 2UO2
� ' �T► MA Y 13, 2002 ( prop. hse. 1
t A� � o JUNE /0, 2002 (prop. hse.,pool)
OCT. //, 2002 (conc. foundation 1
ocr l7 2002 //aacclf.)
JUL Y 22, 2004(FINALI
LOT
A LOT
DWELLING
1� � `'
LING (public water
L0 1
DWELLING I F,d,'IG wah;r
c
�` �fr Is
ups �2
• i a • ►mot
CERTI 7Ef TO+. r. `..
j0ANNE SANTORl4 41
W WIVE m R
1
1 s
30.8
NOTE, mom s P i 77. W M --
LANE
LOT NUMBERS ARE REFERENCED TO, a , 'B
MAP OF PEBBLE BEACH FARE tS' �• 0.0
FILED IN THE SU,-FOLK COUNTY CLERKS win
OFFICE ON JUKE 11, tea 5 AS f'. ' NO 10pT
6266 / C� 1 f`
THE S° J slree+ t
c
wafer jr,
( P�bli pubic
u p`wale,
I
VACANT
DwgLLIN� � ) OF NEW)Y
ME
Pu
ANY ALTERAMN OR ADDITZ.", TO lrl-Z SURVEY 1S A VIOLA TM
Of SECTXW 7209 OF THE 1[:., 1. XT.4 T�;�Dt� A T W
C� �
EXCEPT As PER SECTION YQ ' IC A,TIOR �k
hWREDN ARE VALD FOR T t f!JiE 7 EDr DhIL Y
W oR COF�B ra' Tr�. PtC SEAL Ti�E�VE!'(?ff
nIHOEE SKA4 TLAV AFt` n rx--1*—M. i
ADMTKWALLY TO ,LY r.t 1 ;.;,tl LAW T& I ",r LYtWW i3Y-" N.Y.
T BE UM BY ANY_AMP ALL. "VEY `S UT"iIV A DDFY
DF AtVD- lfl E T_,Ew A
•;��T�- Ta +t E - c,c o Y AV r la rc 7 T�Tt W. ECO IC S` ORS, P.C.
611 765 - 5020 FAX (631) 765 - 1797
P. 0. BOX 909
AREA = 23,898 5q. ft SOUTHOLDVEN Y.R STREET
02 - 175
�.�Ol�f
N 55o27,45,, E
. ...........
J
. .. <
Lu
IA�
uj
ca
:t c\j
c Lr)
EXIST. d
SHED (LOCATION TO
4-J . Q0
BE V.I.F) L_ z
0 C C\j
Lo
>1 x = C\l
FRO�-,JEC,,T L�)ATA : 0 0 4-
z 0
m
0 4-j Ln
4-J
< C\l 0 cu
A 1 0<
K3 tLl PROJECT ZONING DATA 4 4
U
TAX MAP # 1000-50-02-Oci
0
ZONING DISTRICT R-40 /NO
m
LOT AREA 0.5 AORES
CofO - MAIN DWELLING,
-704
le�
OARAOE, PORCH, DECK t ATTIC #Z50465; OC12
< —0
PROPOSED
POOL DRYNELL SUFFOLK COUNTY Hn RIC-02-0122; 4 BEDROOMS
Or
LOT COVERAGE 4-1
-ROP
♦
0 ,
A 71+ —EXIST. TRELLIS
BE V
(LOCATION TO 5OUTHOLP 70NN 00r;)r- 280 - 124
T % LOT
PROPOSED 4'X4' DESCRIPTION (FOOTPRINT) AREA
�V FENCING POOL EQUIPMENT
TOTAL LOT AREA S.F.
EXISTINS MAIN DWELLING 2,405.e, S.F.
EXIST. FOUNTAIN TO _4 EX15TINOSHED IV!6.0 S.F. 0.4%
BE REMOVED
PROP.//// EXISTING TRELLIS 5 1.6 S.F. 0.2 90/ 1
POOL FX15TINO COVERED PORCH 4
1,5acu S.F.
STAIRS
REMOVE PARTIAL PROPOSED POOL 648.0 S.F. 2.1% LOC.ATION MAP
DRIVEWAY
10' SIDE YARD SETBACK 1-7.4' PROPOSED DWELLING REAR 55.0 S.F. 0.2%
(Acce. BUILD) EXTERIOR 5TAIR5 I 50ALE: NT5
TOTAL AREA OF ALL STRUCTURES 1 4641.5 S.F. I 1�4
MAXIMUM LOT COVERAGE ALLOWED: 20% FADE <E"-,r :
PROPOSED IN-GROUND
POOL OCE550R"r 57RUr,7URE REQUIREMENTS
(5-001 .00 PROJECT LOCATION &SCOPE
SOUTHOLD TOWN CODE (2e5a-15) SITE PLAN & ZONING DATA
PROF. 4'-0" HIGH
POOL FENCE AS PROF. REAR
PER NY5 CODE
STAIRS (NOT PART IN-GROUND POOL CODE PROPOSED COMPLIES
OF THIS FILING)
MINIMUM SIDE YARD 10.01 11.4' YES GENERAL NOTES ENERGY TABLE
PROP. OUTDOOR KITCHEN AREA; STRUCTURAL DESIGN CHARTS
OPEN 70 ABOVE ( NOT PART OF EXIST. DECK
TH15 FILING ) MINIMUM REAR YARD 10.01 c[4.cl YES PROPOSED POOL PLANS
0)
1 54.5' DRAINAGE SYSTEM INSTALLATION NOTES:
PROF. 4'-0" HI&H A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN r7)R"rNF_LLS` I$
POOL FENCE AS WATER SERVICE LINE, UNDERGROUND U71LI7'( LINES, SEPTIC z
PER NY5 00r;>F- COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER
15' 51ME YARD DR-rNELL5, AND THE EDGE OF ALL FOUNDATION WALLS
0
SETBACK EXIST. 2 A MINIMUM E�' SEPARATION 15 REaUlRrzr�) BETWEEN DRI'NELL5 4
U) STORY FR. PROPERTY LINES
HOUSE. ir
A MINIMUM :20' 5EPARA71ON IS REaUIREF,> BETWEEN r,>RYNELL5 AND
BURIED PROPANE FUEL TANKS.
• A MINIMUM 2' VERTlr-,AL SEPARATION 15 REQUIRED BETWEEN THE
BOTTOM OF 1;)RYNELL5 4 THE HIGHEST EXPECTED GROUNDWATER
ELEVATION. L
• CONNECT ALL GUTTER LEADERS TO NEAREST 1�)RYVqELL
• SEE ALSO DETAIL X-A/XXX. PROJECT-
e?" 7HIr_X REINFORC.Er�) CONCRETE STATHOUDAKIS
EXIST. COV. PORCH COVER; IF PLACED UNDER r7)Rl\/ENA-I'- 24" DIAMETER INLET IN-GROUND POOL
0O\1t=R 70 E3E 7RAFF I C, BEARI NO SLAB CRATE I$ FRAME; I F
PLACED UNDER DRIVEWAY
ORA55 SHOULDER AREA OR ORA7E 70 BE r-.,AS7 IRON 280 THE SHORT LANE
EXIST. STAIRS DEFINED SURFACE COVER Z_ EAST MARION, NY 11939
DRAWING TITLE:
EXIST. 51TE PLAN HATCH KEY:
PROJECT LOCATION & SCOPE
-
GRAVEL
DRIVEWAY PROPOSED BUILDING APD1710N
SITE PLAN & ZONING DATA
PROP05ED ACCESSORY STRUCTURE
I E E 0 0 ❑ 000DOLE
PROPOSED 2ND 57ORY
I E E El El El 0 1:1 El 11 1:1 PAGE:
SITE LAYOUT NOTES:
Apr&
E, f
U
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
SUBJECT TO VERIFICATION BY A LICENSED
EXIST. I. THIS 15 AN ARCHITECT'S SITE PLAN $ 15 0 1
SURVEYOR. THE INFORMATIONff
-1- 1 F-I F-I F-1 7 F� F-1 STONE
REPRESENTED ON THIS SITE PLAN 15 TO THE
--
WALL
ARCHITEOT'5 BEST OF KNOWLEDGE.rn
DATE: 09/04/24
I OF2
r 2. 5URVEY INFORMATION k4A5 OBTAINED
z FROM A SURVEY DATED JULY :22, 2004
AND PREPARED BY:
FECONIC SURVEYORS, F.C. PRECAST GONG.
O N.Y. STATE LAND SURVEYOR
LIC. #0416195 OROUND LEAr-,HINO RINO. SEE
P.O. BOX CIOCI WATER CALCULATIONS ON
EXIST. 1250 TRAVELER STREET
E L E 0. SOUTHOLD, NY Ilcill
u 517E PLAN FOR REG'r�)
u METER (651) "765-5020
EFFECT r�)EF`7H
2 —oll DIAMETER AS
- - - - - - — v A MIN. PER SITE PLAN MIN. R. tr4 '1`',i� fat ��
150.01
LEAN SAND I$ ORAVEL FILL
7 m r
f _N\
fill ' '
THE SHORT LANE DRY'NELL DETAIL
PROPOSED 51 TE FLAN 5CALE: Ile>" = I'-C"
50ALE: I" = 15'-0"
FOUNDATION. CONCRETE, AND MASONRY
CLIMATIC, $ GEOGRAPHIC DESIGN CRITERIA I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT
APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE
---- SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF
GROUND SNOW LOAD 25 LE5 THE FIRST AND 5ECOND FLOORS ARE TAKEN INTO ACCOUNT. _ �-
BASIC, WIND SPEED 150 MPH 2• ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL Q
5. 501L TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. LEJ
EXPOSURE C,ATE&ORY B _ J cc
4. FOOTIN65 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS 0)>-L
�SEISMIC DESIGN CATEGORY g OTHERWISE NOTED Q 18'-O" l/ Q a-' (V
5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. •�
WEATHERING SEVERE 5" STONE COPINO-\
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS
FROST LINE DEPTH 5'-0' UNTIL 151 TIER OF FRAMING 15 IN PLACE. IQ,_4„ }. Cfl
"1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. N z U
TERMITE MODERATE TO HEAVY i
8. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED _,„,_, -,,,_.. a CD � U 't
ICE BARRIER REQUIRED YE5 SOLID WITH CONCRETE. _.I _ 8 � x0
9 R N
. ANCHOR. BOLTS SHALL BE IN ACCORDANCE WITH PAGE &-005. rn O m •� C9
-� O 4✓
10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25cz
NOTES Si��c"�I I GAT i ONS DAYS OF 4p00 P.S.I., U.O.N. Q O O
O
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER 11. GONG. SLAB5 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
TOGETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
5PECIFIGATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK
12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
GENERAL 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (1) WALL TIE PER (5) SO. FT.
APPLICABLE BUILDING DEPARTMENT. _ _ _ _ _ _ _ _ _ _ _ _ _ _
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - -
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. PROPOSED V-O" POOL DEPTH
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING �J
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.
FROM FOOTING TO 2" ABOVE FINISH GRADE. r 1
5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES v
AND AUTHORITIES HAVING JURISDICTION. I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENOINEER. NO W
4. ALL UNNOTED OR NON-VI516LE EASEMENTS ARE THE RE5PONSI5ILITY CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I OF THE OWNER/BUILD M
ER SLOPE •-��
11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS ARCHITECT/ ENGINEER. PROP, IN-GROUND POOL
SHALL BE CLARIFIED WITH THE ARCHITECT/EN6INEER BEFORE PROCEEDING in 648 5F.
WITH THE WORK. I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND PROP. IN-GROUND POOL
WHERE EVER APPLICABLE. 648 5F. I _m
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE A-Iol
UNLE55 APPROVED BY THE ARCHITECT/EN6INEER. ICI. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A + POOL TO BE
MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. £ 6UNITE 0i
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
BEFORE THE START OF FRAMING CONCRETE SLA55 TO HAVE &x6 10/10 WELDED WIRE REINFORCING.
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED m nl
AS IN SOLID ✓E SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" m i W
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE DEEP Q 5'-0" BELOW GRADE. _ Q
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS,
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL SWIMMING POOL � HOT TUB
I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE I PROPOSED 4'-0" POOL DEPTH
II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, A WITH ANSIAPSP/IGG 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL
R
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN IN&ROUND SWIMMING PDOLS, 201U
FERM155ION FROM THE ARCHITECT. 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DE516NED AND
12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERICAN NATIONAL
RESPONSIBLE FOR DESIGN INTENT ONLY. STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015)
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 5. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY
BARRIER (MINIMUM 48 IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE '
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED.
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK
BROOM GLEAN. 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT
BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE
15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 2020 NY5 RESIDENTIAL GORE.
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS
AND ORDINANCES. SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.15 OF THE 2020 NY5
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF RESIDENTIAL CODE.
THE SUB-CONTRACTORS FOR A PERIOD' OF AT LEAST ONE YEAR AFTER
COMPLETION OF PROJECT. 6. NY R326.4.2.7.I 5ELF-GL051N& AND OPENING CONFIGURATION: ALL 5ATE5
SHALL BE SELF-CLOSING. IN ADDITION, IF THE GATE 15 A PEDESTRIAN ACCESS
1'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, GATE, THE &ATE SHALL OPEN OUTWARD, AWAY FROM THE POOL I Q
ARCHITEGT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND
AGAINST ALL CLAIMS, DAMA&E5, L055IE5 AND EXPENSES, INCLUDING 'I. NY R326.4.2.1.2 LATCHING: ALL 6A7E5 SHALL BE SELFLATGHING, WITH THE m
ATTORNEYS FEES ARI51N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF LATCH HANDLE LOCATED WITHIN THE ENCLOSURE (IE ON THE POOL SIDE OF THE
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ENCLOSURE) AND AT LEAST 40 INCHES ABOVE GRADE. In ADDITION, IF THE
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO LATCH HANDLE 15 LOCATED LE55 THAN 54 INCHES FROM GRADE, THE LATCH 1
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK HANDLE SHALL BE LOCATED AT LEAST 5 INCHES BELOW THE TOP OF THE GATE,
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER - w � �� J IS'-O"
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE THAN 0.5 INCH WITHIN IS INCHES OF THE LATCH HANDLE.
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY 51TE WORK
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR
PARTY INDEMNIFIED HEREUNDER.
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, Q
RECEIVE CLARIFICATION FROM ARCHITEGT/EN6INEER PRIOR TO PROCEEDING. Q z
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING
)>
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS.
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STOCKPILE TOPSOIL OBTAINED FROM 57RIPPIN 7 DRIVEWAY AND BUILDING POOL NOTES: PLAN NOTE:
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS SITE. STOCKPILE ALL EXCAVATED MATERIALS. I. POOL TO BE HEATED ALL EXTERIOR DOORS AT EXISTING 0
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF
AUTHORIZATION OF THE ARCHITECT/ENGINEER. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEED5, TREE PERIMETER FENCING TO HAVE ALARMS
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS
PERTAINING ARE TO BE FIELD VERIFIED. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING.
H
20. CONTRACTOR TO REMOVE d RELOCATE AS REOUIRED ALL EXISTING WORK L7 G t� I G t� L� Q
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FROI OSE17 POOL. 57RUGTU E p p }�I/� I I J� a
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S FRO I- OSED I I ` OROUNP POOL. J. ANrOUT
SPECIFICATIONS, UNLESS NOTED OTHERWISE. SCALE: 1/4" = 1'-0" PROJECT:
22. PROVIDE FIREBLOCKIN6 AS PER NEEW YORK ACCESSIBILITY STANDARDS. SCALE: 1/4" = I'-O" STATHOU DAf\IS
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS IN-GROUND POOL
COPYRIGHT PROTECTION ACT OF IciQO (AWCPA), WHICH HAS SEVERE PENALTIES.
280 THE SHORT LANE
EAST MARION, NY 11939
STONE CA
(4) #4 HORIZONTAL
BEAM BARS DRAWING TITLE:
\/
✓\ PROPOSED LAYOUTS
ALTERNATE VERTICAL 05
BOND BEAM
BARS EXTRA GRADE _-----_------- TOP OF RETAINING WALL PROPOSED SECTION
-' - PROPOSED CONST. DETAIL
VERTICAL BARS = f
ANO#4
6"O.G.5FT!9 AREA FOOL
T PROPOSED GUNITE
SEE sEEPCTION FOOL.
PAGE'
DTHS FOR _
SHALLOW POOL FLOOR -----_ p
ELEV. -4.0' ---
��j// ///\ HORIZONTAL BARS 50% SLOPE;55% 0 0
� 12 CENTERS - MAX. ALLOWED _ ■
THICK WALLS
•BROWN COAT - II - = -- - ---=-- ----� -FOOL DEEP END FLOOR DATE: 09/04/24 2 OF 2
OMPACTED ELEV. -8.0
C /_
PLASTER FINISH .UNDISTURBED EARTH
ILL
>.. •.
FTHICK FLOOR ET1ON
O.C.LOORx3 BARS 2
\\ AT
j\/
FROPOSEL,'") SECTION I I/A- 1 O 1 {
FROFOSE17) 17ETA I L SCALE: 1/4" = I'-O"
SCALE: 1/2" = I'-O"