HomeMy WebLinkAbout51089-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
p
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 #: 51089 Date: 8/21/2024
Permission is hereby granted to:
Von_wmortas OI ma.....arry Trtmv
_.._..._�......... _.. .. ... .
114 Country Club Dr
Port Washington, NY 11050
To: Construct an inground swimming pool accessory to an existing single-family dwelling
as applied for. Pool and pool equipment require rear and side yard setbacks a
minimum of five feet.
At premises located at:
600 Ruth Rd, Mattituck
SCTM # 47388.9.......... . .....___...................... ........................................m_ ___................................
Sec/Block/Lot# 106.-5-32
Pursuant to application dated 6/4/2024 and approved by the Building Inspector.
To expire on 2/20/2026._µ
Fees:
SWIMMING POOLS-1N-GROUND WITH FENCE ENCLOSURE $300.00
CO- SWIMMING POOL $100.00
Total: .............__.. $400.00
.._ ..... .........................__............. ... m.
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.so:utholdtowmiy,goLv
7,
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only , u
PERMIT NO. Building Inspector:, —
0
24
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name: v S2 TSCT M
# 1000- . � Z
Project Address: ( t�%AtLC 1V�/ 114$Z.
Phone#: CX\1—Vl'2-•(o'1q-j- Email: 't'V&LtA-AV%O �o►o�•tvw.
Mailing Address: Zc � �Q �d Q� wGs�� Nr'tl I cnv
CONTACT PERSON:
Name:
Mailing Address„
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: E
mail:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email: 1-�arb�✓ a,4,W,e•�..
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ORepair ❑Demolition Estimated Cost of Project:
Bother ILA + 's (I c \t $ Me Vvv
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY INFORMATION
I
Existing use of property: Intended use of property:
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 Ilkex A f,ellr 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): �"'� ��" d � E Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
COUNTY OF t `'
\L) ) 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
day of \-j � 1 L , 20
Notary Public
SIOBHAN M.CC�A '
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.01 C06405592 ( � q w() l �i IZA"I m
Qualified in Suffolk County (Where the applicant is not the owner)
Commission Expires March 16,2021
1 yly�r—� Sf:pp residing at `� M4 t+�i to CL,, AJ
r m
do hereby authorize `'�o�P(�' ��`�+�- to apply on
my behalf to the Town of Southold Building Department for approval as described herein,
(a Li 1 ti Zb
Owner's Signature Date
Print Owner's Name
2
1,
SURVEYOR TO STAKE OUT A-100.00 PLOT PLAN
EXTENSION SETBACK TO INSURE GOMPLIANGE A-101.00 DEMOLITION PLAN
A-102.00 GONSTRUGTION PLAN
A-103.00 ELEVATIONS
w A-104.00 ELEVATIONS
A-105.00 PLUMB 1 N&
m A-106.00 FOUNDATION � SCHEDULE
FIRST FLOOR A-107.00 FRAMING 4 SECTION
EXTENSION FOOD DANK A-105.00 MISG. DETAILS
A—IOQ.00 MISG. DETAILS
p N U
AREA DETAIL
LOT AREA = 12500 50 FT I STORY GROSS BUILDING AREA = I0150 SQ FT +,3°1a
1 I FAMILY La o
FRAME — w N 4 LOT OVERAGE = 15.0
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21.51' Lu
20.4' � DAVID TURNER ARCHITECT, P.C.
N Q 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001
w (212)594-0840
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FIRST FLOOR Q m PROJECT
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a :—~ — w 600 RUTH ROAD
' DRIVEWAY t MATTITUCK, N.Y.
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PLOT PLAN
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FILED ON JAN.19.1949
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LOT 189. ( LOT 190
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DESCRIBED PROPERTY
SITUATE AT MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY,NEW YORK
CERTIFIED TO:STEVE KAPLAN
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T1486,iMMY I rAS BEEN FREPARHO ClAIICMAI CE VTTII THE CODE 0'FRACTIff_ADOPTEDGI'YHE IIE4YYORI:SIATE i.5EOCIATIQ40F PRaYrE'SSI:YtN.WID 6VRYL�V0.4S.
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SURVEY ANY A'TERATIMI OR ADOfMN TO THIS IS ANIMATION OF SECTION 770012OF THE REVYMSTATE MMAT'M LAW- SURVEYED:MARCH 16,20M
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FILE#11377
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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 TEMPORARY BARRIERS R326.4.1:
OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE.
2.POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND
3.SECTION R326.7 POOL ALARM REQUIRED, SHALL REMAIN IN PLACE UNTIL PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED.
4.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE
5.POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL.
3" TO 6" CLEARANCE R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER
BETWEEN POOL AND POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). WITHIN EITHER OF THE FOLLOWING PERIODS:
WALL SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING
SECTION R403.10.2 TIME SWITCHES POOL;OR
SECTION R403.10.3 COVERS B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLAT(ON OR CONSTRUCTION OF THE SWIMMING POOL.
6.REBAR SHALL BE 3' MIN.CLEAR TO EARTH.
7.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND SPA PERMANENT BARRIER R326.4.2:
SAFETY ACT.
8.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER
9.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS). THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER
10.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING
2, 11.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP
12.POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS WITHIN SIX(6)FEET OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH
OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED ON THE SECTIONS R326.4.2.2 AND R326.4.2.3.
POOL STRUCTURE BY EXISTING OR PROPOSED ADJACENT STRUCTURES, 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL
13.NO DIVING EQUIPMENT PERMITTED. CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
A A 14. POOL TO REMAIN PERMANENTLY FILLED. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE
15.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING
16.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 600 RUTH ROAD,MATTITUCK,N.Y.11952 ONLY. POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE
6, 7 17.REINFORCING STEEL SHALL BE GRADE 60 DEFORMED STEEL WITH A MINIMUM LAP OF 45 BAR DIAMETERS. ITHERE ARE DECRATIVE NCHES(44 MMOIN TI DTHUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4
PROPOSED 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE
HORIVINYL SWIMMING POOL 1 O' MM)ZW EREONTAL TH RE ARE DECORATIVE CUTOUTS ERS IS 45 INCHES(1143 )W THIN VER OR MORE, TICAL MEMBERS,SPACINACING BETWEEN G WITHINCAL T HE CUTOUTS SHALL NOT EXCEED RS SHALL NOT EXCEED 4 INCHES 1 d2
14' 3/4 INCHES(44 MM IN WIDTH.
392 S.F. 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED
AT THE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM).
UNDERWATER GENERAL NOTES: 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BYTHE DIAGONAL MEMBERS
LIGHT (TYP.) SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM).
1, HM ENGINEERING, P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING
STEPS TO CODE LINE OF TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE REQUIREMENTS:
VINYL OVER PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,
( COPING CONTINUOUS CONCRETE OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. AWAY FROM THE POOL.
CONCRETE) WALL (SEE DETAIL THIS 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(I•E,ON THE POOL SIDE OF THE
SHEET) 2. SELECT GRANULAR FILL/MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54
MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE,
N.Y.S.D.O.T.STANDARD SPECIFICATIONS,LATEST EDITION. AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457
MM)OF THE LATCH HANDLE.
3. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPALAGENCY HAVING 7.3. ALLTHE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENTTO PREVENT
JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED.
SPECIFICATIONS, LATEST EDITION. 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THAT THE WALL OR WALLS MEETTHE
APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS
4. ALL FILL/BACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM SHALL BE MET:
28' DENSITY AT OPTIMUM MOISTURE,AS DETERMINED BY MODIFIED PROCTOR TEST,UNLESS 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN
OTHERWISE NOTED. 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
30' 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUTTHE
MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN, HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM
COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM
FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE THAN 1S SECONDS; AND
b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESSTHAN 48
INCHES ABOVE THE 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 OPENED POSITION;AND
POOL
WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT
POOL PLAN EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR
2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE
SCALE: 1/411 - 11-011 SO LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.
NOTE: 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54
THIS IS A NON-DIVING POOL. USE OF DIVING INCHES OR MORE ABOVE THE THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B
EQUIPMENT IS PROHIBITED. UNITS,THE DEACTIVATION SWITCH SHALL BE LOCATED 48 INCHES ABOVE THE THRESHOLD OF THE DOOR.
TRACK FOR
VINYL LINER 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 SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE
_T i H APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR
1
VINYL LINER STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET
i I i
FOAM PADDING ;..€ £._.... .?...,...--..
.."_""....,.; €..................° 9 1 THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS WHEN THE LADDER OR
e 3,500 PSI ' ".... ""'""""""„'£ STEPS ARE SECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER
l..".
PHERE,OR
CONCRETE
9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1
28 THROUGH R326.4.2.8.
#4 REBAR TOP,
a d .... ENTRAPMENT PROTECTION R326.5:
MIDDLE&BOT. 42" ...."........... I..,..".,..,,"
3'-4" 6" WATER LINE o _ ' -.. =UNDISTURBED
:
SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,
€: "EARTH SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,
• £ I SHALL BE PROTECTED AGAINST USER ENTRAPMENT.
c•d ( I...."..,.....,,. 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/
APS
€ £
€ p HERE APPLICABLE.
.. CONCRETE WALL .....-•,••••.E•; ri.:_......,..,.. P/ICC 7 w
..............,
' STEPS SEE DETAIL THIS 2"SAND BOTTOM
t
SUCTION OUTLETS R326.6:'";•'......5J�T6"
SHEET)
r•• €;i :-
SUCTION PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,
SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS
€.._.., :....,...££:........: .........: ......... :::....._.; €_,.."; .,.......£;..",_;, £....,,.. ; .......,;!" : €
;,_-,. ....... I. ....:(�... ,,,.,,,.•;;_.�:€,......_:£,....";i!........:: . ...€ :......; ,..... �£,,.,...: :,,",,,.££;.._,,,;:£.,.... EF .....,..," .... ,........._ OR MULTIPLE SUCTION OUTLETS, NETHER ISOLATED BY VALVES OR OTHERWISE,
€" ALL BE PROTECTED AGAINST USER ENTRAPMENT.
_€ E
I, .". , 1 SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI P 7.
/A SP/ICC
.4,,.;,„;!_,,..._..t i,,";£,,,.,y„{£:.. •:,..:..:... ........ .€,.:,�::!, :••:••-.I I L..;-ri„4„k'r;z,i_'s.-...s.:":._,...;. ...::£..,,,,,,q; .,.,,,..g i... ..£;.
112.19. RAN 18 INCH X 23 INCH
457M M BY
SPA
{{ { 2.POOL SUCTION OUTLETSHALL HAVE A COVER THAT CONFORMS TOANSI/ASME A 8 0
.:;€.,._..;::-T'i££.,..:i .•r,;'^[I,v.,£;-"i"£", i'{{"%`.£s Y s:£"!.€:C.f.'i€..i.-!;s.£.l'i i;.?"€:£.;.'i,f,�..�,3£
���. ;•��:�;�'' " WALL DETAIL - •
LARGER, R AN APPROVED CHANNEL DRAIN SYSTEM
2 SAND BOTTOM 3 POOL AND SPA SINGLE-OR MULTIPLE OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF
6 I ";. "J? ;::I -€£ SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST
TAMPED & ROLLED ' _w UNDISTURBED EARTH SCALE: 3/4"= V-0" ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS:
1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR
2.AN APPROVED GRAVITY DRAINAGE SYSTEM,
4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE.A
NOTES: MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED
1.WALLS SHALL BEAR ON UNDISTURBED SOIL.
SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR
,
12, 7 7 2 PUMPS.2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. e 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES
3.BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER NON EXPANSIVE MATERIAL. AND NOT MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER.
SWIMMING POOL AND SPA ALARMS R326.7:
APPLICABILITY.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
SECTION A-A SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
EXCEPTIONS:
SCALE: 1/4" = 1'-O" 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
2.A SWIMMING POOL(OTHER THAN A HOT TUB 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.
11326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE
NOTES:
FILTER SURFACE OF THE SWIMMING POOL. IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED.
PUMP R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND
2020 RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION POOLSLDE AND INSIDE THE DWELLING.
R326. R326.7.3 PROHIBITED ALARMS, THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS
2.CONTRACTOR SHALL PROVIDE DEEP END SWIM OUT OR LADDER TO CODE. SECTION.
3.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL, 70 TYP SKIMMER
POOL EQUIPMENT,SITE GRADING AND DRAINAGE FOR PROPERTY.
DUAL MAIN DRAIN WITH -
3.0' STRAINER(VGB SAFETY NO. DATE DESCRIPTION BY
(MIN.) ACT APPROVED DRAINS) OWNER: PROPOSED SWIMMING POOL
ERIK&VIVIAN JEPP
SWIMMING POOL
/-' 600 RUTH ROAD FOR
MATTITUCK, N.Y. 11952 600 RUTH ROAD
APPLICANT: SITUATED AT
ERIK&VIVIAN JEPP MATTITUCK
FILTERED WATER RETURN,NUMBER OF 600 RUTH ROAD TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
NOZZLES VARIES PER MATTITUCK, N.Y. 11952
POOL SIZE S.C.T.M. DISTRICT 1000, SECTION 106, BLOCK 05, LOT 32
MAIN DRAIN PIPING SCHEMATIC
NOT TO SCALE
NOTES: Z_ HM ENGINEERING, P.C.
1.DRAWING CONFORMS TO ANSI/APSP-7 SUCTION ENTRAPMENT
N;E CODES.
2.NO POeL HEATER 15 PROPOSED. P.O. BOX 914, EAST NORTHPORT, N.Y. 11731
2.NO
PHONE (516)476-5392 FAX(631) 980-7671
EMAIL: HMARNIKA@HMENGINEERINGPC.COM
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 v
SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT DRAWN BY: HM DRAWING NO.:
WRI17EN 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. TRUE COPIES HAVE DESIGN PROFESSIONALS
THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, RAISED SEAL AND SIGNATURE IN BLUE DATE: MAY 31,2024 _ O
17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL
EXTENT OF THE LAW.
P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF 1