HomeMy WebLinkAbout46650-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 #: 46650Date: 8/3/2021
Permission is hereby granted to:
Roselli LN Rev Liv Trt
1 ..�__ _ .............._._...
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5 Seacord Rd
........_............... --------- ..........................................................__ _._..................... _.. _. ....... ............. __...._....._..............
NewRochelle,,..,NY ..0$.04...._�___........ ..............�.�.�.�.�.....�.�.�.�.�.... __ ��� _... ....._w.._...........................
To: Construct in-ground unite swimming g g g pool at existing single family dwelling as applied
for; outdoor shower requires a separate permit.
At premises located at:
695 Town Harbor Ln, Southold
SC.T.M...#....47.38.... ___......................v...�...�.... —_____
Sec/Block/Lot# 63.4-9
Pursuant to application dated 6/30/2021 and approved by the Building Inspector..
To expire on 2/2/2023.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO - SWIMMING POOL $50.00
Total: $300.00
.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
b Telephone (631) 765-1802 Fax(631) 765-9502 Lqjli w.soutliol(h )%A 1 r &yg
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO, Building Inspectors
i "'J
J U,N ,3 00
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date: 4/1/2021
OWNER(S)OF PROPERTY:
Name: Lisa Roselli scTM#1000-63-4-9
Project Address:695 Town Harbor Lane Southold, NY 11971
Phone#: (914) 557-9900 Email: Inr0206@gmaii.com
Mailing Address: 145 Seacord Road New Rochelle, NY 10804
CONTACT PERSON:
Name: Jennifer Del Vaglio
Mailing Address: PO Box 369 PeconiC, NY 11958
Phone#:631-734-7600 Email:office@eastendpoolking.com
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#:
CONTRACTOR INFORMATION:
Name: Eastern End Pools, DBA East End Pool King
Mailing Address: PO Box 369 Peconic, NY 11958
Phone#: 631-734-7600 Email:office@eastendpoolking.com
DESCRIPTION OF PROPOSED CONSTRUCTION
[]NewStructure DAddition DAlteration EIRepair ElDemolition Estimated Cost of Project:
R Other 20x,#Ji n-g round gunite swimming pool $,96,000
Will the lot be re-graded? E]Yes No Will excess fill be removed from premises? RYes E--]No
PROPERTY INFORMATION
............ ——__-- .Dwelling...
Existing use of property: Single Family Dwelling Intended use of property: Single Family Dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
Residential this property? E]Yes *No IF YES, PROVIDE A COPY,
El Check Box After Reading,�' The owner/contiactor/design professionat is responsible for all drainage and storm water issuesas provided by
Chapter 236 of the Town Code, APPLICATION IS 14EREBY 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,fortbe construction of buildings,
additions,alterations or for rentaval or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,buildings code,
housing code and regulations and to admit authorized inspectom on Premises and In building(s)for necessary Inspections,False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 2,10,45 of the New York state Penal Law.
Application Submitted By(print name):Jennifer Del Vaglio thorized Agent DOwner
Signature of Applicant: Date, 4/1/2021
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
Jennifer Del Vaglio
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is theAgent
(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.-setforth in the application file therd'vvith.
Sworn before me this
.2A (Jay of 20__)
Notary I� lic
LO F A LAMB
PROPERTY OWNEII AUTHORIZATION Notary Fuoi,o, State of New York
#01 LA6179883
(Where the applicant is not the owner) Oualified ill Stiffolk C,ou*
Term Expires DeCOMbOr 31 o 20.1'-111
residing at.
hereby authorizeI"').i,
—.—to app�y On
my behalf to the Town of Southold Building Department for approval as described hdfeirl,
_j
Owner"s Signature Date
Print Owner's Name
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MAIN DRAIN _
UNE TO
FILTER SKIMMER
(TYP. OF 2)
S
POOL COPING
(2' X 12')
STAIRS TO CODE
(SHALL BE OF
ISI PROVIDE 2 MAIN DRAINS VATH NON-SUP DESIGN) A
STRAINER (VGB SAFETY ACT
APPROVED DRAINS)
,r
PROpbSED GUNITE
22' SWIMMING PbOL & ,SPA
5.0' MARBLE--DUST 'THROUGHOUT
20' `' 880 S.F.
i �
UNDERWATER
POOL LIGHT
(TYp.)
PROVIDE DEEP END
BENCH/ SWIMOUT TO
CODE
- INLET
i (TYP. OF 4) j.
44'
46'
THISNOTE:
THIS POOL PLAN
IS ANON-DIVING POOL USE OF
DIVING EQUIPMENT IS PROHIBITED. SCALE: 1/47 = 1`0"
46'
44' PROVIDE X* EXPANSIC
JOINT do SEALING AT
DECK/ COPING (TYR.)
BULLNOSE
COPING SKIMMER
(TYP.) RETURN PROPOSED
Ow.) (TYP-) OTHERS
WATER LEVEL
o - - - - - - 0 3.5' 0 - . •� ell Ill
11
•n• .._ -. I�I- BOND BEAM
(TYP.)
UNDERWATER
POOLLIGHTi I $' - FLOOR (TYP.) — — — — — — — — — —7,Wr=
-8" CONCRETE 52 U,45 — _I I
III _ _ _ X14 REBAR (TYP.
I—_EI II—I 11—f 11-1 11-1 I I—III I I I=1JMwu
1 11I I F ® SSS)
- V I I I I�iIII"
—III—I I I„I I I—III COMPACTED
GRAVEL
— _=1 UNDISTURBED SOIL, COMPACT BASE
— _ TO 95% MODIFIED PROCTOR (SEE
I I 2 MAIN DRAINS WITH HYDROSTATIC STRUCTURAL NOTE THIS SHEET)
RELIEF VALVE AND COLLECTOR
TUBE IN GRAVEL BASE (SEE
GENERAL NOTE #4)
10' 16' 18'
44' 0.5'
0.5'-
GENERAL NOTES: SECTION A—A
1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 NYS SCALE: 1/4" = 1'-0"
UNIFORM FIRE PREVENTION AND BUILDING CODE,INCLUDING THE SPECIFICATIONS IN
SECTION R326.
2.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL AND POOL
EQUIPMENT.
3.THIS PLAN WAS PREPARED FOR SHELL STEEL AND POOL LAYOUT ONLY.
4.PROVIDE TWO(2)ADDITIONAL HYDROSTATIC VALVES IF RECORD HIGH GROUNDWATER
IS WITHIN FOUR FEET OF POOL BOTTOM.
5.A DEEP END SWIM-OUT SHALL BE PROVIDED TO CODE.
THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE
PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY
SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT
WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF
RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION.
THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT,
1'Icr AMntr,D aFUDnni irnnN nF THF nRAWINGS SHALLBE PROSECUTED UNDER THE FULL
POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS
1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE,TOWN OF SOUTHOLD TEMPORARY BARRIERS R326A.1:
f-I2.POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1. AN OUTDOOR SWIMMING POOL,SHALL OR CONSTRUCTION AND SHALL REMAIN IN PLACE LINT!`;
CODE AND 2017 NATIONAL ELECTRIC CODE. BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION -
A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED.
1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER W
4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. HICH FACES AWAY
3.SECTION R326.7 POOL ALARM REQUIRED.
5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. FROM THE SWIMMING POOL
6.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. ATEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF THE
FOLLOWING PERIODS: ,
POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY).
A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR SECTION R403.10.1 HEATERS )90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SW OF E SWIMMING POOL;OR
MMNG POOL.
SECTION R403.10.2 TIME SWITCHES
SECTION R403.10.3 COVERS
7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF THE PERMANENT BARRIER R326.4.2-'
EXCAVATION.IF GROUND WATER EXISTS WITHIN 6'BELOW GRADE SPECIAL DEWATERING FACILITIES WILL BE REQUIRED.
WATER DISPOSAL IS LIMITED TO OWNER'S PROPERTY. 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM
THE
8.NO SURCHARGE ALLOWED WITHIN 4'OF SHALLOW END AND 6'OF DEEP END. SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON
9. THE PNEUMATICALLY APPLIED CONCRETE ALLOW)SHALL BE 4,000 PSI @ 28 DAYS. THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT
9. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR DIAMETERS. GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL
10. 3.
11.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. COMPLY WITH SECTIONS R326NOT AND OPENINGS,
12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT FULL DURING FREEZING WEATHER.PUMP CAPACITY 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND
I ES
TO BE SUFFICIENTTO EMPTY POOL IN 24 HOURS. TOOLED MASONRY JOINTS.
13.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL SPA SAFETY 3.WHERE THE BARRIER IS THAN 45 INCHES(1143 MM),ITHEE HORIZONTAL MEMBERS SHAPOSED OF HORIZONTAL AND LL BE LOCATED ON THE SWIMMING POOLS DE OFHTHEOFENCOEF PACING BETWEEN VERTICAL M MEMBERS
14. NO DIVING EQUIPMENT PERMITTED. SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL
15.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN IN WIDTH.
16.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7.
ND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERSIS
17. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 695 TOWN HARBOR LANE,SOUTHOLD,N.Y.11971 ONLY. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL A (102 ED 4CHES
L MEMBER1143 MM)S S MOOING WITHIN THE CUTOUTS SHALL EEN VERTICAL MEMBERS S 1 L NOT EXCE(44 IN N WIDTH L BEA 2-1/4-INCH(57MM)SQUARE UNLESSTHE FENCE HAS SLATS FASTENED ATTHETOP OR THE BOTTOM
WHERE THERE ARE DECORATIVE CUTOUTS WITHIN
18.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH ALL LOCAL INCHES(
ZONING REQUIREMENTS.
VERTICAL
19.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES OR 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHAL
PROCEDURES UTILIZED BY THECONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF 6.WHERE THE BARRIER IS COMPOSED OF DIAGO AWHICH REUCE THE OPENINGS TO NOT MRE IL MEMBERS,THE MAXIMUM OPENING FORMED BYTHE DIAGONAL MEMBERS SHALL BE NOT GREATERTHAN 1-
CONSTRUCTION. 3/4 INCHES(44 MM).
7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326A.2.6 AND WITH THE FOLLOWING REQUIREMENTS:
7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM THE POOL
7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE ENCLOSURE)AND AT LEAST 40
INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE -
LOCATED AT,LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE,AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 IN
(12.7 MM)WITHIN 18 INCHES(457 MM)OF THE LATCH HANDLE.
7.3. ALL THE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING
POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED.
8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEET THE APPLICABLE BARRIER REQUIREMENTS
OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
l.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH,AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE
DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE WITH UL 2017. THE AUDIBLE ALARM SHALL ACTIVATE WITHIN 7
SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF
DL DECK TO SLOPE 1 2" BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE
LAY FROM POOL PE yyq� LEVEL 3' ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING.
MIN. BULLNOSE DOWN FROM TOP OF DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND
COPING POOL b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE ITS FLOOR.
OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST
4. a 2• OPENED POSITION;AND
(3) #4 BARS ` 6' FROST PROOF TILE BAND c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT
CONTINUOUS GRADE EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR
BEAM ALL AROUND '.+!-a"'�- ,.__ 2. OTHER APPROVED MEANS OF PROTECTION SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO LONG AS THE DEGREE OF
TIES 12' O.C.
x PNEUMATICALLY APPLIED CONCRETE PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.
- t-• _
#4 BARS ® 12' O.C. : �=�x :a`:: 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVETHE
VERTICAL AND HORIZONTAL t ` THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B UNITS,THE DEACTIVATION SWTICH SHALL BE LOCATED 48
d� a. DIRECTIONAL INLET 2.5� INCHES ABOVE THE THRESHOLD OFTHE DOOR.
WALL THICKNESS a-:: 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE
VARIES 6' TO 8" SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1
(6" MIN.) i" a " MARBLE DUST FINISH THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
RADIUS VARIES
t 1' RADIUS ROUNDED CORNERS 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR STEPS ARE SECURED,LOCKED
4 BARS ® 6' O.C. IN RADIUS (SHALLOW END) OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4INCH-DIAMETER SPHERE;OR
`" 5.5 (MAX.) RADIUS ROUNDED 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.
AND VERTICAL WHEN WALL :-` CORNERS (DEEP END)
HEIGHT EXCEEDS 5' -
(ALTERNATE BARS) u _ t #4 REBARS - 12' ON ENTRAPMENT PROTECTION R326.5:
- CENTER EACH WAY
1 (FLOOR) SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-0UTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM
CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT.
1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7,WHERE
" APPLICABLE.
A-5" -� SUCTION OUTLETS R326.6:
1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;'OR
2.AN APPROVED GRAVITY DRAINAGE SYSTEM. -
4.SINGLE OKMULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A MINIMUM HORIZONTAL OR
VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM
SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS.
S.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES AND NOT MORE THAN 12 INCHES
BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENTTO THE SKIMMER.
SWIMMING POOL AND SPA ALARMS R326.7:
APPUCABILTIY.'A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE EQUIPPED WITH AN
APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND
MAINTAINED;IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
EXCEPTIONS:
1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
2.A SWIMMING POOL(OTHER THAN A HOTTUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS
AND THIS SECTION.
R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE SURFACE OF THE SWIMMING POOL
IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED.
R326.7.2 ALARM ACRVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING.
R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION.
1 1/2- TO WASTE
HAIR & LINT STRAINER
PUMP
i
FILTER AUTO` SKIMMER
i
2 MAIN DRAINS WITH
POOL HYDROSTATIC VALVE
BACK TO AND COLLECTOR TUBE
POOL IN GRAVEL BASE
SCHEMATIC PIPING ARRANGEMENT NO. DATE DESCRIPTION _ BY _
NOT TO SCALE OWNER: PROPOSED SWIMMING POOL PLAN
ROSELLI
NOTES: 6s5 TOWN HARBOR LANE ROSELLI RESIDENCE
1.ALL PIPING SHOWN IS FOR SCHEMATIC PURPOSES ONLY. SOUTHOLD, N.Y. 11971 695 TOWN HARBOR LANE
2.POOL CONTRACTOR TO INSTALL ALL PIPING TO COMPLY
WITH ANSI/NSPI-5 2003 REQUIREMENTS. APPLICANT: SITUATED AT
ROSELLI SOUTHOLD
695 TOWN HARBOR LANE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
SOUTHOLD, N.Y. 11971 S.C.T.M. DISTRICT 1000, SECTION 63, BLOCK 04, LOT 09
f
I ,
HM ENGINEERING," P.C.
P.O. BOX 914, EAST NORTHPORT, N.Y. 11731
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PHONE(516)476-5392 FAX(631)980-7671
EMAIL: HMARNI KA@OPTONLINE.NET
J
STRUCTURAL NOTE: DRAWN BY: HM DRAWING NO.:
CONTRACTOR SHALL VERIFY IN-SITU SOILS AND SOIL BEARING CAPACITY PRIOR TO INSTALLATION OF POOL A TRUE EDS HAVE DESIGN PROFESSIONALS
ED SEAL AND SIGNATURE IN BLUE DATE: JULY 26,2021 S-101
QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED AND THEIR RECOMMENDATIONS FOLLOWED. cERrl IED ONLY TO 695 TOWN HARBOR LANE
GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF EXCAVATION.A SOIL BORING WAS NOT PROVIDED. SOUTHOLD,N Y.11971
P.E.SEAL AND SIGNATURE r SCALE: AS SHOWN SHEET NO_: OF 1