HomeMy WebLinkAbout49963-Z rt ' TOWN OF SOUTHOLD
BUILDING DEPARTMENT
^m 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 #: 49963 Date: 10/27/2023
Permission is hereby granted to:
Rousso, Neil
125 Oak St
/ �.�_
Tenafl NJ 07670..�. .- ........__ .
e_....... ._�... .......... _.....__ �.
To: Construct an accessory inground swimming pool to an existing single-family dwelling
as applied for. Pool and pool equipment require a minimum rear and side yard setback
of 25 feet.
At premises located at:
1700 Alvahs wLn, Cu tchoguew _ ... ...
SCTM # 473889
Sec/Block/Lot# 102.4-7.2
Pursuant to application dated 10/......._.18/2023 and approved by the Building Inspector.
To exp' 4/27/2025.
ire on ......
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
_
'I'otal: $400.00
.. ... .........
Building Inspector
NI
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-95021itt,7s:HNvw �.sotitliold;oN nn .,ov
Date Received
APPLICATION FOR BUILDING PERMIT
c � I
For Office Use Only --
PERMIT N0, tQ3 Building Inspector: w�
OCT 1 8 20P-3
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an 37NN ' Z)F',T"�
Owner's Authorization form(Page 2)shall be completed.
Date: 10/17/2023
OWNER(S)OF PROPERTY:
Name: Neil and Sandy Rousso SCTM# 1000- 102-4-7.2
Project Address: 1700 Alvahs Lane Cutchogue, NY
Phone#: 201-723-5100 Email: nrpridejoy@gmail.com
Mailing Address:
CONTACT PERSON:
Name: Nicholas Zoumas(Almas Construction LLC)
Mailing Address: 263 Route 25A Wading River, NY 11792
Phone#: 631-872-2045 Email: nick.zoumas@almasconstruction.com
DESIGN PROFESSIONAL INFORMATION:
Name: Michael C. Gentile Architect P.C.
Mailing Address: 761 Walnut Ave, Bohemia NY 11716
Phone#: 631-218-3853 Email:
CONTRACTOR INFORMATION:
Name:Triple A Pools & Spas, Inc
Mailing Address:50 Purick St, Blue Point, NY 11715
Phone#:631-363-0510 1Email:tripleapools@yahoo.com
DESCRIPTION OF PROPOSED CONSTRUCTION
IgNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
&Other Swimming pool $50,000
Will the lot be re-graded? RYes ONO Will excess fill be removed from premises? ❑Yes RNo
1
PROPERTY INFORMATION
Existing use of property: single fam Res Intended use of property: same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes fRNo IF YES, PROVIDE A COPY.
E9 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(pri tn ki Authorized Agent ❑Owner
Signature of Applicant: tf� Date:
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
Qualified in Suffolk County
COUNTY OF
)' Commission Expires April 14,2 Qa
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(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
a� qday of A 20 /VJ J
Notary Public
PROPE11TY OWMEFtL1 IiQRIZA i ION
(Wheretheapplicant is not the owner)
(17 i residing at 0D V14- S &✓t,2
do hereby authorize 121t C/ 7, .. to apply on
my behalf to the f hold Building Department for approval as described erein.
Own x s Signature Da ee
Print Owner's Name
2
TEST HOLE RICHAVffi1V IfI� H FOR"
�?' s�. 1pa RICHARD REIIVHARDT
Ns �� „p SU OLK FILED COFFICETHE ECLERK
OUNTY ON AUGUST18,, 999 AS
EL.38.0 RICHARD i � IN
REINHARDTr l0 FILE No. 10325
BROWN SILTY c �� PROJECT
2.0' _ SUBDIVISION,THIERE ARE NO CESSPOOLS LOCATION
LOAM OL
BROWN SILTYza, WITHIN 150 OF WELL.
SAND WITH 2O% SANITARY NOTES;
"7
GRAVEL SM3 0 p ` zs `` \ r"/\ \` , �'pa� 1. SURVEY BY NATHAN CORWIN DATED MAY 12,2022.
"~ _
*$' 2. 5 BEDROOMS ARE PROPOSED FOR THE RESIDENCE.
2-75
o 4. TOTAL LOT AREA AREA=88,329 S.F.
PALE BROWN ,VV Ory a
TO COARSE �`� \\ ^. �� i �ti 1 5. EXISTING TOPOGRAPHY REFERENCES THE NAVD'88
SAND za, •_ i ryo a DATUM.
SW `»,,.. x 23.6-` r, �,.. X25 3 � / 'Cr "` Q" "dSC.
s` ,� i 6. THERE ARE NO WELLS WITHIN 150'OF THE PROPOSED
` – 1 x SEWAGE DISPOSAL SYSTEM. ADJACENT WELL LOCATIONS
22o n � ,�, ��C+ FROM MICHAEL KALOSKI PLAT DATED JUNE 11,2002.
17' zz.e x21-.z P G
X `� r 4 7., THERE ARE NO WETLANDS WITHIN 300'OF THE PROPERTY.
TEST HOLE PERFORMED AUGUST 12, r\ z ,,� 150,0° I 1
2002 BY MCDONALD GEOSCIENCE x �� % �.,",• , LOCATION MAP
NO GROUNDWATER ENCOUNTERED , SPIGOT TO BE
TEST HOLE FROM MINOR 1"=600'
SUBDIVISION MAT ED-FROM
MICHAEL 2002. S� _ \ ABANDONED
_, _ 2U.U.G.ELEC.KALOSKI
'C�`� zs_ A—.7 -- SERVICE b'Lob.
x2W \ ✓x
,
_ _ -16 TmMg
x e z 'p X61 PEEP, "� � � ,,•' i
V TL A IIt '
�NO
.a,C1 3, x
4� t� a "4 "w r .2 KY^^„-....•.. i Jd M ar
['a] ''^ -8 -,•, 1 Y 4 . V V t �' 8-OX 41 DEW 5O°�°EXPANSION
�.LE, CHING POOL ! ` 'M. ✓"
I , ' a q 4 PROPOSED
ty TR SERVICE •` \ " ALL LEACHING POOLS SHALL BE PLACED
q Y w ti t G + n WA
p 150.0° 4 w x N ^�� IN ACCEPTABLE LEACHING SOILS AS
r d f \ "` EX.WELL TO BE
�� "'� d APPROVED BY THE SCDHS. IN THE EVENT
�s f�w� _--�
USED FOR
POOR LEACHING MATERIAL IS' IRRIGATION
p 1 t w _ _ ENCOUNTERED,EXCAVATION IS TO BE
CONTINUED TO SUITABLE MATERIAL AND
zo BACKFILLED AS DETAILED. CUTTING
X RINGS MAY BE REQUIRED.
WATERTIGHT FRAME&COVER W/
C � fliw� ` \` �� FEL" ` MORTAR FROST APPROVED LOCKING DEVICE CONCRETE COVER
, ` (owCRE
µ � _'' � f o CONBELOW TE COVER PROOFING 24"0 PRECAST CONC.RISER BELOW'GRADE
GRAE
EL.31.0 EL"29.0 RINGS(12 MAX.HEIGHT) EL.24.0
y� f ,000 GAL."w'0 X 4' __ `3 2g CLEANOUT M 20 4PVC WASTE LINE 2'
ING SLAB, I Mita.
" f DE K AST' ex INSTALL
` ��; ' p rw " DUMMY
•
PITCHY INCH PER FOO
� � `� SEPTIC TANK 8 X 6'DEEP � RINGS AS
$I, 356x 3s LEACHING POOL 4 PITCH
PIPE NECESSARY
PROPOSED ELIC ___\ 3 ,v" –r _ PITCH 1l4 INCH PER FOOT Z INV EL.21.3 TO BRING
° ��SERVICE t�. –'34 INV EL.23. INV EL.21.8 . INV.EL.20.9 PROPOSED
\ x36,4 .� 13' 10'ha1IN" �a 31''"8°MIN.
4 ` STRUCTURE
a ` EX.WELL TO BE 41 EL 1,0.0
ssABANDONED TO GRADE
d �W� 1fF 10'DIAMETER 8'DIAMETER
x r
IGOT TO E
INDETAIL A
14.9BNDO PRECAST SEPTIC TANK DETAIL LEA POOLN HIGHEST EXPECTED GKJUNDWATER ELEVATION 11.2 PER USGS WELL NO. S53324.1 �M
_ _ UN � � _ � �_� � � .
_
Health Department Approval Stamp
3, 4yp SANITARY SEPTIC SYSTEM PROFILE Plans are prepared by Condon Engineering,P,C,It is a violation of the New York State Education Law,Article 145,
NOT TO SCALE Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land
Surveyor,to alter any dIf
Bre altering Engineer,Architect,or Land Surveyor shall affix to the item hls1heeseal and the notation"Altered by"r Land Surveyor is followed
by his/her signature and the date of such alterations,and a specific description of the alteration.
c7 \ SCTM:1000-102-47.2
Condon Engineering, P.C. PROPOSED RESIDENCE
/` R• SCALE.AS SHOWN LOT 1 MINOR SUBDIVISION OF MICHAEL KALOSKI
* \� Drawn by.JJC 1755 Sigsbee Road PLAT No.11612 FILED 3/222008
SLAN� � �l � Madituck,New York 11952 1700 ALVAH S LANE, Pni
�T� a �� 4 C 0 Date:1211112019 631 298-1986 631 298-2651 Fax CUTCHOGUE NY
SCALE:1"=50' i" 12812020 SCDHS COMM,1712020 SCDHS 0 M. ( ( )
"
6/16121 REV,,BLD www.condonengineering.com SANITARY PLAN
� � -
q °I C� Amo
Rs
12" HAUNCH SLAB @ 18'-0" 6'-0" I2'-0"
SYMBOLS / LEGEND:
PATIO PERIMETER 30" LANDING z z 8" HAUNCH TOP OF CONCRETE
EL. 0'-0"'1 W/ 2-12" STEPS SLAB @ PATIO
(_ ._ TOP OF COPING - - 0. PATIO SLAB NEW P.G. WALL TO BE CONSTRUCTED
NATIO (EL. -0'-8") BEYOND O O PERIMETER ( ) `
EL, -0'-10"
•. ,„ ° 1- HEATERDROP TOP OF GONG. ( EL. -0--00) Z
GRADE �
PUMP
o o W BOT. OF PATIO FILTER
3 12" TILE ..
HAUNCH-S B • 7 SECTION SHEET # NW a AM
EL. -3'-8" POOL WALL (EL' -I 7 WATER SKIMMER SECTION MARK WINTER
( ) CL fY LINE SE Z
O O W Q TO 2 DETAIL #
DETAIL
3'-10" 4'-0° C13 4'-2° MAIN DRAINS) DRYWELL 2 SHEET # 3 y J
W/ HYDROSTATIC y
VALVE AND TO INLETS A POST ABOVE
BOT. OF POOL COLLECTOR TUBE
(EL. -7'-8") (EL -7'-8") IN GRAVEL BASE ■ POST BELOW 5 U
_- a ■A POST ABOVE t BELOW
..' a
- �-
B.F. BOTTOM OF FOOTING ELEVATION �3
PIPE TO ZMAINRAINS \\-TOP OF SLAB SCHEMATIC PLUMBING ARRANGEMENT T.F. TOP OF FOOTING ELEVATION
DRYWELL W/ HYDROSTATIC -6-9 FROM TOP T.S. TOP OF WALL SHELF ELEVATION
VALVE OF CONCRETE T.W. TOP OF WALL ELEVATION
EL. -7'-8" N.T.S.
1=00L. G9�'OSS SECTION
��J1 11411=11-011
22'-0" 221_011 24" x 24" x 2" THICK BLUESTONE
1'-0" I'-0" IS'-0" I'-0" 1'-0" 2'-0" 18'-0" � _Ou GENERAL NOTES: COPING ON 3/4" TO 0 MUD
TOP OF COPING
I. ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE m (EL, -0'-8") m
LOCAL BUILDING DEPARTMENT AND THE 2020 RESIDENTIAL CODE OF _
NEW YORK STATE. TOP OF
2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, - - - - -i-- al CONCRETE
WATER LINE 1
q g _ q B - - - ---.
1 1 1 I CERTIFICATE OF OCCUPANCY INSPECTION APPROVALS ETC. FOR WORK I_ Q;� (EL, -O'-10")
PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. T'-0" GRADE BEAM W/
W BEAM 3 - #3 BARS
3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS
RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN
ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. #3 BARS @ 12" O.C.
. •'
_
VERTICAL IN
T LRE FORCING
�. =� -'� -'- •- - 4. INSTALLED IN STRICT ACCORDANCE WITH
r - ALL STATE AND LOCAL CODES.
ALL PLUMBING WORK TO BE INST
FACE OF 12" a I• #3 BARS @ 12" O.C.
- -71-51' BOTTOM OF DEEP r 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRAGTOR S W
W HORIZONTAL REINFORCING
1 I gM POOLEND LIABILITY, WORKMAN'S COMPENSATION, COMPLETED OPERATIONS, ETC, Ca
(n I I I I ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF I -
MAIN 1 I� GUNITE WALLS
1 I 24" x 24" x 2" THICK A OF SAME PRIOR TO COMMENCING WITH WORK. I� 0
DRAIN I BLUESTONE 6. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC 4 SEAT
co COPING ON 3/4" TO I" OR IONIZATION TYPE AND SHALL BE INTERCONNECTED 4 HARDWIRED
MUD. TOP OF COPING WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ I.R.C. SEG. R I�
SUN EN I I I A EL: -O'-a" 314.
P �- T_On O O ~ 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER 6" FLOOR
EQUIP EN DEEP WATER--� _' AS REQUIRED BY SUFFOLK COUNTY HEALTH DEPARTMENT, LOCAL SLAB W/ MIN. I
I N J BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING #3 BARS REBAR
MAIN JURISDICTION, @ 12" O.G. LAP Oo I
O J �I DRAIN 8, THEA15CONTRADCTOR SHALL
FREE MAINTAIN
OBSTRUCTIONSE EXISTING
G EXITS,
TCORRIDORS, EA. WAY
co
/ TOP OF SLAB (EL. -7'-8")
-� YI I TOP OF SLAB r
to - 12n IS'-0" 9. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. <� _ ��- e�T< _ a! '
U_ I 1 (SLAB -6'-9" FROM I HAUNCH 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALLPATIO T
1 TOP OF CONCRETE) 1 I I SLAB CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE * SHALL AL50 p] BOT. OF SLAB (EL. -8'-2") - Gq
1 (EL. -7'-8") I CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO - Q s < ' 'a Q
STRENGTH, DURABILITY, CORROSION RESISTANCE, FIRE RESISTANCE, � N GRAVEL `9 N
I ENERGY CONSERVATION, AND OTHER QUALITIES RECOGNIZED UNDER
1 - - - - - - - - - - - - - - - I I - -- ':1 �', - - TH05ESTANDARDS.
11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE
1 DRAWINGS WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES
OR REGULATIONS, BEARING ON THE CONDUCT OF THE WORK SHALL BE
6' 0" 5'-2 1/2" I I I W O 1 I I ;�I W O REPORTED PROMPTLY TO THE ARCHITECT.
I°..:.
I I = 1 CL - 0 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND
J '`• OBTAINING APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED.
12" HAUNCH II I I 1 I I " I• 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT TOOLS FENCES ( A 6i/ I T VV
PATIO SLAB --+� I 1 1 I I I '.,,•' TRANSPORTATION'S, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER
�� � T
O EXECUTION OF THEIR WORK. I I/2"=1'-0l'
- - - - - - - - - - - - - - - - - I
DROP TOP OF I I 1 I I }A, ; �9 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE
SWIMMING m m m SUBMITTED TO THE ARCHITECT IN WRITING FOR APPROVAL.
POOL WALLS -1'-5" I I z 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
FROMTOP F POOL I 1 i - -:4 �' SAFETY ON THE JOB 51TE DURING THE CONSTRUCTION PHASE TO
O 'a0 I I d COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE
HOUSE WALL. I I m IN6ROUND POOL o o °'I IN6ROUNI7 POOL I '' OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS SHALL
EL. 14.07'- I - - INCLUDE BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND
1 18' x 36' _j I 18' x 36' I PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL SN 11" N I NG POOL NOTES: SN 11„11"I I NG POOL SPECS:
GUNITE SWIMMING POOL -�W "I GUNITE SWIMMING POOL I+. TEMPORARY SCAFFOLDING, STAIRS, ETC,, AS WELL AS PERMANENT
O I I W W 1 I O O O CONSTRUCTION. As PER THE 2020 RESIDENTIAL GODS OF NEW YORK STATES - STEEL REINFORCING AS PER DETAIL 12" O,C•
o o o
TOP OF CONCRETE I I Z a I I 16. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE,
WALL ( _ 1 I SECTION R326,6 - ENTRAPMENT PROTECTION FOR SWIMMING POOL. AND SPA - PNEUMATICALLY APPLIED CONCRETE: 0 BEAM b FLOORS
V I ___ __ _ .___ PHYSICAL CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., I " , " ,
�i (EL. -0'-10") I I NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED SUCTION OUTLETS 8" WALLS
J I UNTIL SAME IS ADDRESSED AND RESOLVED,
m R326.6.1 GENERAL. SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE
N p I I - MARBLE DUSTS GEORGIA MARBLE (GRAY)
I) I 1 I I I 17, IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH CIRCULATION THROUGHOUT THF POOL OR SPA. SINGLE-OUTLET SYSTEMS, -
e -1 1. `, .• DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS, OR MULTIPLE SUCTION TILE: 8" DOWN FROM COPING
O F- CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN OUTLETS, WHETHER 1501-ATED BY VALVES OR OTHERWISE, SHALL BE
= 1 ' PROTECTED AGAINST U5ER ENTRAPMENT. - 3 STEPS AT SHALLOW END
WRITING. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE
1 J '.',•' .; WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY R326.6.1.1 COMPLIANCE ALTERNATIVE. SUCTION OUTLETS MAY BE DESIGNED - DEEP END BENCH
ARISING THEREFROM.
W1 I - AND INSTALLED IN ACCORDANCE WITH ANSI/APSP-7.
Y E1 i I I 24" X 24" X 2" THICK 1'TONE . ' ' 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS R326.6.2 SUCTION FITTINGS. POOL AND SPA SUCTION OUTLETS SHALL HAVE A - 3 L.E.D. LIGHTS: PENTAIR INTELLIBRITE LED W/ 100' CORD a
BLUES24" x PLUS BATH TUB DOORS SHALL BE 50 SIZED CONSTRUCTED TREATED TRANSFORMER
N� 1 I • ' OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY COVER THAT CONFORMS t0 :NSI/ASME A112.19.5M, OR AN IS INCH BY 23 INCH _
V a'1 COPING ON 3/4" TO I" 1'' THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING (457MM BY 584 MM) DRAIN GRATE OR LARGER, OR AN APPROVED CHANNEL 1 1/2" THICK x 12"' WIDE x 6' LONG BLUESTONE COPING
I I'}0' 18'-0" I'-0" I -0° 1 MUD. TOP OF COPING I `'. 15 CRACKED OR BROKEN. DRAIN SYSTEM. -
EL: -0'-8° 2 SKIMMERS: 14AYNARD 1082 PLUMBED W/ SEPARATE LINE
1 I I '. ','.', 19. IT 15 NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR EXCEPTION: SURFACE SKIMMERS. -
SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND WHETHER EQUAL OR 2 INLETS: HAYWARD 5P 1419 DIRECTIONAL FLOW RETURNS
30" LANDING I R326.6.3 ATMOSPHERIC VACUUM RELIEF SYSTEM REQUIRED. POOL AND SPA
UNLESS SPECIFICALLY CALLED OUT. WHERE MATERIALS ARE NOT SINGLE- OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED - FITTINGS: LASCO HAYWARD 5CH.40 PVC AND IOOP51 POLY
\ W/ 2-12" STEPS f SPECIFIED CONTRACTORS ARE TO PROVIDE SAMPLES FOR APPROVAL. ,
� I 1 •:'•' WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED
30" LANDING I THEREIN BECOME MISSING Of: BROKEN. THI5 VACUUM RELIEF SYSTEM SHALL _
W/ 2-12" STEPS 1 I 20. CONTRACTOR TO POSE ALL DEBRIS CREATED BY THIS WORK FROM INCLUDE AT LEAST ONE APPROVED OR ENGINEERED METHOD OF THE TYPE PIPE: CRESTLINE 2" IOOPSI scN.4o PVC s POLY
\ _- __ THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR
:I -3'-8" DEEP BOTTOM OF 1 SOONER IF CONDITIONS WARRANT. SPECIFIED HEREIN, AS FOLLOWS I. SAFETY VACUUM RELEASE SYSTEM - CARTRIDGE FILTER: 5TA-RITE SYSTEM 3 MODULAR MEDIA 300
SHALLOW END CONFORMING TO ASME A112.19.17; OR 2. AN APPROVED GRAVITY DRAINAGE
pp
t %. 21, WORK, THE 51TE 15 TO BE CLEARED OF ALL SYSTEM.
4 IN SEPARATION. SINGE T N CHLORINATOR, HAYWARD GL 200
- - - - - - - - - - - - - - - - JMATERIALS. E I B E
E COMPLETION OF
DEBRIS AND EXCESS THE FACILITY IS TO BE BROOM R326. DUAL DRA EPARATI L. OR MULTIPLE PUMP CIRCULATION - 3 HP PUMP W/ SVRS: PENTAIR INTELLIFLO VARIABLE SPEED
- - - - - - - - CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION
T' ,^'f <•:..'; OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. SYSTEMS HAVE A MINIMUM Of: TWO SUCTION OUTLETS OF THE APPROVED
O ;' •:' '.•.:. ° < ' TYPE. A MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET (914 MM) - MAIN DRAINS W/ ANTI-ENTRAPMENT: HAYWARD SP 1054 ANTI
__ I _ -' `.'"" '. `•' SHALL SEPARATE THE OUTLL-_TS. THESE 5UCTION OUTLETS SHALL BE PIPED VORTEX GRATE
O O O N ` .• .,. .`
':.P` •� �.::1 . .° '.•,i ' ,, a�• 22. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE
EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND Y THROUGH A _ SA GENERATOR
SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY
ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE VACUUM-RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. LT GE ERAT R
2'-6n I ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING
STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE R326.6.5 POOL CLEANER FITTINGS, WHERE PROVIDED, VACUUM OR PRE55URE AUTOMATIC POOL FILL: AMERICAN PRODUCTS FLOAT TYPE W/
EXISTING STRUCTURE AS A RESULT OF THE NEW WORK THE DAMAGE GLEANER FITTING(5) SHALL BE LOCATED IN AN ACCESSIBLE P05ITION(S) AT OVERFLOW TO DRYWELL
-- --- - --- - --- SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND LEAST 6 INCHES (152 MM) AND NOT MORE THAN 12 INCHES (305 MM) BELOW
-0" i'-0" � �
OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE - POOL HEATER: STA-RITE MAX-E THERM 400,000 BTU
SKIMMER(S). ELECTRONIC GAS FIRED POOL HEATER
22'-0" I _ _ 23, INSTALL OUTLETS AS PER LOCAL / STATE CODES, IN GENERAL,
u i n _ �� i - O OUTLETS SHALL BE PLACED 12'-0" O.C. ALONG WALL SPACES AND NOT
p = O - - ---- - ' MORE MORE THAN b'-0" FROM THE CORNER OF A WALL OPENING. IN
- 1 0 20 -0 I 0 - O ADDITION, ANY ISOLATED WALL THAT 15 2--0" IN LENGTH OR LONGER SALT NATER POOL:
i c� -
221-011 ! N �_
2 -8 I/2 O E _ n 8 1/2 WITH THE EXCEPTION OF HALLWAYS BATHROOMS AND LAUNDRY
1 - " ROOMS WILL RECEIVE AN OUTLET. THE PROPOSED SALT WATER
L: 0 '
24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH SWIMMING POOL WILL BE
THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (N.E.C.) AND EQUIPPED WITH A CARTRIDGE
THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL
- ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. FILTER WHICH DOES NOT
- - --- - - - -�-- - - --- - - T--- - 1- SUBMIT WRITTEN CERTIFICATE TO OWNER, SOIL NOTE: REQUIRE BACKWASHING
- -
UNSUITABLE SOILS MUST BE REMOVED AND
25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN REPLACED WITH COMPACTED CLEAN SAND
UNDERWRITERS INSPECTION AND CERTIFICATE MUST BE OBTAINED AND GRAVEL TO PROVIDE A STRATA OF
__ _ AFTER COMPLETION. TYPICAL LONG ISLAND SAND AND GRAVEL
WITH A MINIMUM BEARING CAPACITY OF 1.0
26. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS 5UPERGEDE 5CALM TON PER SQUARE FOOT. PROJECT:
O DIMENSIONS,
PROPOSED POOL FOR
I
Pool ENCLOSURE NOTE: RO U S S O RE S ID EN C E
B EL:B+O'-10" e NOTICE BUILDER'S PLANS: SWIMMING POOL AND BARRIER SHALL
CONFORM TO ALL APPLICABLE 1700 ALVAH'S LANE CUTCHOGUE, N.Y, 11935
1 1 THE CONTRACTOR WARRANTS TO THE ARCHITECT THAT HE P05SESES PROVISIONS OF CHAPTER 42 OF THE 2015
THE PARTICULAR COMPETENCE AND SKILL IN CONSTRUCTION NECESSARY INTERNATIONAL RESIDENTIAL CODE AND
TO BUILD THIS PROJECT WITHOUT FULL ENGINEERING AND DESIGN SECTION R-326 AND OR CHAPTER 8 OF
I- -.
-_ -_ - _- -_ - _ _- __- -_ _- -_ -_ _- _- __ 5ERVICE5 AND FOR THE REASON THAT THE CONTRACTOR WISHES TO THE 2017 UNIFORM CODE SUPPLIMENT OF
- I RELY UPON HI5 OWN COMPETENCE. THE CONTRACTOR OR OWNER HAS NEW YORK STATE. SHEET TITLE:
RESTRICTED THE ARCHITECTS SCOPE OF PROFESSIONAL SERVICES. IN "`'�•
4'-0" 3'-2 1/2" 1 I" - 4'-0" 3'-2 I/2" i I" RELIANCE ON THE CONTRACTOR'S WARRANTY AND THE EXPRESS REQUEST RED A POOL FOUNDATION PLAN
OF THE CONTRACTOR OR OWNER. THE ARCHITECT HAS UNDERTAKEN A ��� RC�.
I LIMITED SCOPE OF PROFESSIONAL SERVICES. THE CONSTRUCTION NOTES: �\ �P�L c. G ti ij POOL SECTION AND DETAILS
II I II DOCUMENTS PROVIDED BY THE LIMITED SERVICES SHALL BE TERMED
II 11 "BUILDERS PLANS" IN RECOGNITION OF THE CONTRACTORS - SEE GENERAL NOTES d FRAMING NOTES G T�� MICHAEL C. GENTILE, ARCHITECT, P.C.
SOPHISTICATION, CONSTRUCTION WILL REQUIRE THAT THE CONTRACTOR _ SEE TYPICAL CONNECTION DETAILS 761 Walnut Ave, Bohemia, N.Y. 11716
111 11 ADAPT THE BUILDERS PLANS TO THE FIELD CONDITIONS ENCOUNTERED _ SEE NOTES ON OTHER SHEETS A5 NECESSARY * Tel/Fax: (631) 218-3853
AND MAKE LOGICAL ADJUSTMENTS IN FIT, FORM, DIMENSION, AND
� JJ�I �I I QUANTITY THAT ARE TREATED ONLY GENERALLY BY THE "BUILDERS - IT 15 THE INTENT OF THESE DRAWINGS AND A DRAwivBY: SCALE: REVISIONS: SHEET:
POOL. / FA710 �OUI �:AT1OI FLAN FOOL / PAT10 FLAN PLANS". IN THE EVENT ADDITIONAL DETAIL T GUIDANCE A NEEDED T REQUIREMENT OF THIS PROJECT THAT ALL POINT �'
THE CONTRACTOR OR OWNER FOR THE CONSTRUCTION OF ANY ASPECT OF LOADS ARE TRANSFERED DOWN TO THE ,,/J, RVW 1/4"=1'-O" 101023
THE PROJECT HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE FOUNDATION WITH A CONTINOUS LOAD PATH. 9� Vx447� 0� BLDG DEPT
TO GIVE A SIMPLE NOTICE SHALL RELIEVE THE ARCHITECT OF WHERE DIMENSIONS ARE NOT GIVEN, THE �F VN y i CHECKED BY: DATE: - P- 1
RESPONSIBILITY FOR THE CONSEQUENCES. CONTRACTOR SHALL VERIFY IN THE FIELD THAT NE
ALL LOADS ARE TRAN5FERED AS SHOWN MCG 101023
OF 7