HomeMy WebLinkAbout51709-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#: 51709 Date: 03/05/2025
Permission is hereby granted to:
Diane B Gray
PO BOX 113
South Jamesport, NY 11970
To:
Construct an inground swimming pool accessory to an existing single-family dwelling as applied for..
Pool and pool equipment require minimum rear and side yard setbacks of 10 feet.
Premises Located at:
1372 Lighthouse Rd,Southold, NY 11971
SCTM# 50.-5-7
Pursuant to application dated 01/24/2025 and approved by the Building Inspector.
To expire on 03/05/2027.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Total $400.00
Building Inspector ���
ela,I, TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502
Date Rekt' ed�,,A
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector:�-Jk.2)—.—.-...—.-
-----------------
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:11/04/24
OWNER(S) OF PROPERTY:
Name: Mark Gray SCTM# 1000-50-05-7
Project Address: 1372 Lighthouse Rd., Southold NY 11971
Phone#: 1-908-397-7599 Email:magray759@gmail.com
Mailing Address:S/A/A
CONTACT PERSON:
Name: David Freeborn Islandia Pools Ltd
Mailing Address: 108 Fishel A ve., Riverhead NY 11901
...... -727-6312 Email:dave@ island iapools-com
Phone#:631 Email:
............. -------
DESIGN PROFESSIONAL INFORMATION:
Name:SAME AS CONTACT PERSON
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name: David Freeborn Islandia Pools Ltd
7M hnS"Address: 108 Fishel Ave., Riverhead NY 11901
Phone#:631-727-6312 Email:dave@islandiapools-com
--..........
DESCRIPTION OF PROPOSED CONSTRUCTION
DNewStructure OAddition DAlteration E]Repair ElDemolition Estimated Cost of Project:
$46,775.00
E other Inground vinyl swimming pool .............
Will the lot be re-graded? E]Yes WNo Will excess fill be removed from premises? E]Yes RNo
PkUF tNl T INFUHMA I IUN
Existing use of property:residential Intended use of property:residentPCOPY.
Zone or use district in which premises Is situated: Are there any covenants and restrictioect to
this property? 0Yes FINo IF YES,PROY.❑Check Box After Reading: TlseownerItonuactorldesyn professional It responsible for a0 drainage and ttarmWSW Id w ZorrfA+pue 236 of T1v Town Cade.ArPL AT1oN Is RtNtilY MADE to the Building NpaAment for the bwanea of a 0uddla p�OrliManee ofllr Town d Sovt1WW,SuRolk,County,New York end other applkayle t•>K Ordlnancn ar Rervbtlom, wdns or
r .eddhbnt,ahaeatbns w far rsnwaf a de+nol0lon M herein desa®ed,The applkanta{rres to comply whh s0 appflub4 nh arehaning coda wW rarulatiom and to admit euthwtied in4mclon on premltes end In buxdlrg(s)for necessary Inspections.ralse eta
pwJsMW a a Mu A misdemeanor purswm to Sedlon 210AS of the ftes+York State Penal low.
Application Submitted By(print name):David Freeborn BAuthorized Agent Downer
Signature of Applicant: Date: 1 1104/24
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(5)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 rile 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 1N0VEJ'&Zq - 202
Notary Public
RICHAMV)J FIRFEBORN
Notary-Public_State of New York
�'FtC PERTY OWNER AMJTF itf AT(oN fl" fl tfiffl ra,Qualified in Suffolk
(Where the applicant is not the owner) Commission Exfiire`'v w b ts,zoZ
Mark Gray residing at 1372 Lighthouse Rd.
Southold NY 11971 do hereby authorize David Freeborn Islandia Pools Ltd to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
TMrk
// � ,ners Sign acre Date
Gray
Print Owner's Name
2
UO)
APPROVED AS NOTED
DATE; B.P 1 �D q COMPLY WITH ALL CODES OF
f BY: JhU NEWREQ IREDRK TATE&TOWN CODES
ND CONDITIONS OF
NOTIFY BUILDING DEPARTMENT AT
631-765-180 SCAM TO 4PM F THE SWMTMZM
FOLLOWING INSPECTIONS:
FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE
ROUGH-.FRAMING&PLUMBING OWN
WSULATION
FINAL.CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW ELECTRICAL
'OR STATE NOT RESPONSIBLE FOR INSPECTION REQUIRED
DESIGN OIL CONSTRUCT" ERRORS
"'IMMEDIATELY"
ENCLOSE POOL TO CODE
UPON COMPLETION
BEFORE VAT ER"
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE
w:
4
New fork State Law
you'Must Call 811
Before You Dig
CAST IRON FRAME & COVER
IF UNDER PAVED AREA] FINISHED GRADE
8'MIN. -12'MAX. �— 24' �- x
BRICK LEVELING COURSE MI
CONCRETE COVER 1. UNSUITABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL UNTIL
PRECAST CONIC.COLLAR MAX `� BACKFILL D NTH STRAND AND TGRAVEL TO BOTTOMO VIRGIN STRATA OF ND AND RAVEL AND
OF BASIN.
AS REQUIRED
PRECAST 2. AS AN ALTERNATIVE TO THE DOME TOP, A FLAT SLAB CAN BE
REINF.CONC. SUBSTITUTED WITH APPROVAL OF THE ENGINEER.
DOME
3. LOCATION OF DRAINAGE POOL TO BE DETERMINED BY OTHERS.
4'0 PVC
MIN. SLOPE FOOT
® ® ®®I] 4. ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0" COVER.
INVER ® ®®O
1 5. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR
NON-S RANT ®®O f�� FULL DEPTH.
3' MIN. SAND ¢ 6. THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND
AND GRAVEL ,�, AND GRAVEL CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND,
COLLAR <TYP) o N
y N SILT AND CLAY. SILT AND CLAY FRACTIONS ARE NOT TO EXCEED (5)
a ALL AROUND y PERCENT.
M PRECAST REINF.
CONIC.LEACHING ?
RINGS
�1 W
y W
8' DIAMETER
wo
~a - DRYWELL CALCULATION:
a ° ° BACKWASH FROM POOL 70 GPM ® 5 MIN. = 350 GAL. (47 CF)
DRYWELL CAPACITY = 1,263 GAL. (168.8 CF)
L Z -6' MIN, PENETRATION
iu o INTO VIRGIN STRATA
GROUND WATER OF SAND&GRAVEL
DRAINAGE POOL DETAIL
NOT TO SCALE
PREPARED FOR:
GRAY RESIDENCE
1372 LIGHTHOUSE ROAD
SOUTHOLD,N.Y. 11971
S.C.T,M.:1000-50- 07
r r ---
DATE: 11102/2024
12 HM ENGINEERING P.C. SCALE: NOT TO SCALE
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED IJ/ ,o��� P.O.BOX 914E EAST NORTHPORT,NY 11731 SHEET: 1 OF 1
ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS AREA VIOLATION OF SECFION 7209 OF THE NEW YORK STATE
EDUCATION LAW.INFRINGEMENTS WILL BE PROSECUTED. Tel:(516)476-5392 Email:hmamike@hmengineefingpC.com ORYWELL DETAIL
V ID OU2 RAISEDS BLUE SIGNATURE
INN.N.10 .0 Jim
CAST IRON FRAME & COVER
IF UNDER PAVED AREA /--FINISHED GRADE
8' MIN. — 12' MAX. 1 247- x NOTES
BRICK LEVELING COURSE MIN
CONCRETE COVER 1. UNSUI-ABLE MATERIAL SHALL BE REMOVED UNDER LEACHING POOL UNTIL
PRECAST CONIC, COLLAR 2 6' MINMUM PENETRATION INTO VIRGIN STRATA SAND AND GRAVEL AND
AS REQUIRED MAX BACKFLLED WITH SAND AND GRAVEL TO BOTTOM OF BASIN.
PRECAST 2, AS AN ALTERNATIVE TO THE DOME TOP, A FLAT SLAB CAN BE
REINF. CONC. SUBSTTUTED WITH APPROVAL OF THE ENGINEER.
DOME
4'0 PVC 3. LOCATON OF DRAINAGE POOL TO BE DETERMINED BY OTHERS.
MIN. SLOPE 1/8'
PER FOOT IINVER 19M U-52 =9:10 4. ALL DRAINAGE PIPES MUST BE PROVIDED WITH A MINIMUM 2'-0" COVER.
® ®®CI
5. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR
NON—SHRINK 0M M 0 FULL DEPTH.
GROUT Egul
3' MIN. SAND 6. THE MATERIAL USED FOR COLLARING SHALL BE COMPRISED OF SAND
AND GRAVEL AND GRAVEL CONTAINING LESS THAN FIFTEEN (15) PERCENT FINE SAND,
ALL
COLLARCAR (TyP)
LIND (4 (u SILT A41) CLAY. SILT AND CLAY FRACTIONS ARE NOT TO EXCEED (5)
PRECAST REINF. PERCENT.
> CONC. LEACHING
u RINGS ce
8' DIAMETER
>
DRYWELL CALCULA71ON:
C4(L BACKWASH FROM POOL 70 GPM 0 5 MIN. 350 CAL. (47 CF)
DRYWEL CAPACITY = 1,263 GAL. (168.8 CF)
ce
-Sr
>
6' MIN, PENETRATION
INTO VIRGIN STRATA
GROUND WATER OF SAND & GRAVEL
R61NAGE POLSEI61L
NOT TO SCALE
PREPARED FOR:
GRAY RESIDENCE
1372 LIGHTHOUSE ROAD
SOUTHOLD, N.Y. 11971
S.C.T.M.: 1000-50-05,07
IV
DATE: 1111/02/2024
NOTE: HM ENGINEERING, P.C. SCALE: NOT TO SCALE
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF HM ENGINEERING P.C..UNAUTHORIZED SHEET: I OF 1
ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE P.O.BOX 914,EAST NORTHPORT,NY 11731
EDUCATION LAW,INFRINGEMENTS WILL BE PROSECUTED. V ID OUTRAISEDS AND BLUE SIGNATURE Tel:(516)476-5392 Email:hmarnika@hmengineeringpc.com DRYWELL DETAIL
P�� D Ass ca-_OR��
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, TEMPORARY BARRIERS R326.4.1:
TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE.
C A 6" 2.POOL SHALL CONFORM TO ANSI/ALARM RE APSP/ICC 5 STANDARDS R326.3.1. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND
CLEARANCE 3.SECTION R326.7 LCO POOL ALARM REQUIRED. SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED.
BETWEEN POOL 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
AND WALL S.POOL SHALL COMPLY WITH 2O20 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. .,
CONTINUOUS CONCRETE R403.10:
WALL (SEE DETAIL THIS 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER
MAIN DRAIN POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY}. WITHIN EITHER OF THE FOLLOWING PERIODS:
SHEET) LINE TO 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
FILTER SECTION R403.10.2 TIME SWITCHES POOL;OR
SECTION R403.10.3 COVERS B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION 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 PERMANENT BARRIER R326.4.2:
SPA 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
ARM 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) OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH
A PROVIDE 2 MAIN DRAINS A FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED SECTIONS R326.4.2.2 AND R326,4.2.3.
WITH STRAINER (VGB SAFETY ON THE 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
ACT APPROVED DRAINS) 13.NO DIVING EQUIPMENT PERMITTED. CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
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
I 16.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 1372 LIGHTHOUSE ROAD,SOUTHOLD,N.Y.11971 POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE
18' ONLY. THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4
PROPOSED 17.REINFORCING STEEL SHALL BE GRADE 60 DEFORMED STEEL WITH A MINIMUM LAP OF 45 BAR INCHES(44 MM)IN WIDTH.
3.0' DIAMETERS. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE
HORIZONTAL EMBERS SHALL NOT EXCEED 4 INCHES(102
16'
VINYL SWIMMING POOL (MIN.) MM).WHERE TIH RE ARE DECORATIVE CUTOU SEMBERS IS 45 INCHES(1143 )WITHIN VERTICAL MEMBERS,S ACINOR MORE,SPACING BETWEENIG CAL WITHIN THE CUTOUTS SHALL NOT EXCEED 1-
3/4 INCHES(44 MM IN WIDTH.
544 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
I AT THE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM).
fi;f
11 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS
SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM).
VINYL OVER 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING
POURED STEPS GENERAL NOTES: REQUIREMENTS:
UNDERWATER 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,
LIGHT (TYP.) 1. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, AWAY FROM THE POOL.
LINE OF TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE 7.2. ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE(LE,ON THE POOL SIDE OF THE
COPING PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54
OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 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 INCH(12.7 MM)WITHIN 18 INCHES(457
2. SELECT GRANULAR FILL/MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE MM)OF THE LATCH HANDLE.
MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF 7.3. ALL THE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENT TO PREVENT
N.Y.S.D.O.T.STANDARD SPECIFICATIONS,LATEST EDITION, 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
3. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS
JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T,STANDARD SHALL BE MET:
SPECIFICATIONS,LATEST EDITION. 1.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN
34' AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE
4. ALL FILL/BACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM WITH UL 2017. THE AUDIBLE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30
DENSITY AT OPTIMUM MOISTURE,AS DETERMINED BY MODIFIED PROCTOR TEST,UNLESS SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE
36' OTHERWISE NOTED. HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM
SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM
5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND
MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN, b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48
COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. 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
c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT
EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR
POOL LA(� 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE
1 � SO LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE,
NOSES A NON-DIVING POOL.USE OF SCALE: 1/4" = V-011 8.1 ALARM DEACTIVATION SWITCH IOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54
DIVING EQUIPMENT IS PROHIBITED. INCHES OR MORE ABOVE THE THRESHOLD OF THE DOOR.IN DWELLINGS REQUIRED TO BE ACCESSIBLE UNITS,TYPE A UNITS,OR TYPE B
UNITS,THE DEACTIVATION SWITCH SHALL BE LOCATED 48 INCHES ABOVE THE THRESHOLD OF THE DOOR,
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
APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR
STEPS,ONE OF THE FOLLOWING CONDITIONS SHALL BE MET:
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 OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER
SPHERE;OR
9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326,4.2.1
34' THROUGH R326,41.8.
TRACK OR ENTRAPMENT PROTECTION R326.5:
VINYL LINER
3'-4" y SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,
6 WATER LINE VINYL LINER SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,
$.5" ....•-• ; ;•••••••••••••.•••; f.- -.•; SHALL BE PROTECTED AGAINST USER ENTRAPMENT.
11.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND AN /
FOAM PADDING IG St
`''' APS ICC HERE APPLICABLE
3,500 PSI ,�;' 3 P/ 7 W
CONCRETE WALL (SEE ONCRETE #....... .,
a
n ,.;s,i ,.„.%i ;;-�- } €....w,..._.._; !"._.,. SUCTION OUTLETS R326.6:
DETAIL HIS SHEET) "`-
....... SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE" R MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR
.,..,.. _.... ._.... _, ....... TOP& ES OTHERWISE,
W ,
!
CIRCULATION THROUGHOUT HE POOL AND PA SINGLE-OUTLET
UTL SYSTEM
s ..: .,"...,.3 , �4 „ -
� :I!-,:.••.!I�,.,..i!I�-'",.:. "-;.;�!3.•--€:;.•-: E t(I #4 REBAR a " { j" SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,0 ETS W SE
•;, _": I € €. ''-• BOTTOM 42 '•: SHALL BE PROTECTED AGAINST USER ENTRAPMENT.
I `:,,,...,.,, a _ 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI APSP ICC 7.
1, [ :I,"l `•' I',i:Vim,• :I! ,t I.;.,k ( !.3 / /
UNDISTURBED EARTH _.,"
.��€,.=:1;..;...�;,,:,;;�:�,(?-""" ':�.. . . ;::.:.. •":�-.. ,, :, ." €.,.: _ �"�- � 2 POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI ASME A112.19.8,OR AN 18 INCH X 23 INCH
,; • .. i ":L, ;-:;;E :,i ""' ! "` a c a i ;'.',,,, „_ (457MM BY 584 MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM.
................"` 3 POOL AND SPA SINGLE OR MULTIPLE OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF
2 SAND BOTTOM €.,;..,...1,:....I,I_;,m,;: .....€; ".".:.;: - ".F_f€;', _t€ ..;::,3 l i:::;";. ?:- RELIEF SYSTEM SHALL INCLUDE AT LEAST
;.,,._"_ SHOULD GRATE COVERS LOCATED THEREIN BECOME MISSING OR BROKEN THIS VACUUM
TAMPED & ROLLED :f.. ,£ ;- ;:: i. [::i=;"-;" _, , ' ::r, M" i i. ?I€ ...t`i E., i €__ ._..; I I _....
a _I
�, SPECIFIED HEREIN,AS
1.SAfTEYONE APPROVED VACUUM RELEASE SYSTOMOR ENGINEERED METHDUCONFORMTHEPING TO ASME A112.19 17,•OR FOLLOWS
a :'•.••,••.•.•••".; j 2.AN APPROVED GRAVITY DRAINAGE SYSTEM.
I4.SINGLE OR MULTIPLE PUMP CIRCULATION SYSTEMS HAVE A MINIMUM OF
i { L SEPARATE OUTLETS.THESESUCTION OUTLETS SHALL BE PIPED
- I ;-"•"-••••"- s SOI TIHAT WATOER IS DRAWN THROUGH THEM SIMUTAN ULSY THROUGH A VACUUM
U RELIEF-PROTECTED SUCTION OUTLETS LINE TO THF THE UE PUMP OR P
_.». PUMPS.
17' 8' 6' 3' `- 5.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 ATTACHMENT TO THE SKIMMER.
POOL WALL DETAIL SWIMMING POOL AND SPA ALARMS R326.7:
APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,
SCALE: 3l4"= T-0" 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
SECTI (� //�� //�� MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
ON A-A EXCEPTIONS:
NOTES:1.WALLS SHALL BEAR ON UNDISTURBED SOIL. 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346.
SCALE: 1/4" = 1 I-O" 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. 2.A SWIMMING POOL(OTHER THAN A HOT TUB OR SPA)EQUIPPED WITH AN AUTOMATIC POWER SAFETY COVER WHICH COMPLIES
3,BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER NON-EXPANSIVE MATERIAL. WITH ASTM F1346.
NOTES: POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE
1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 MANUFACTURER'S INSTRUCTIONS AND THIS SECTION.
RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. R326.7.1 MULTIPLE ALARMS.A POOL ALARM MUST BE CAPABLE OF DETECTING ENTRY INTO THE WATER AT ANY POINT ON THE
2.CONTRACTOR SHALL PROVIDE SWIM-OUT OR DEEP END LADDER TO CODE. SURFACE OF THE SWIMMING POOL. IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE
3.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL,POOL SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED.
EQUIPMENT,SITE GRADING AND DRAINAGE FOR PROPERTY. R326.7.2 ALARM ACTIVATION. 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.
NO. DATE DESCRIPTION BY
OWNER: PROPOSED SWIMMING POOL
MARK GRAY
1 1/2"TO WASTE 1372 LIGHTHOUSE ROAD FOR
HAIR&LINT STRAINER SOUTHOLD, N.Y. 11971 137'2 LIGHTHOUSE ROAD
PUMP
APPLICANT: SITUATED AT
FILTER AUTO SKIMMER MARK GRAY SOUTHOLD
1372 LIGHTHOUSE ROAD TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
SOUTHOLD, N.Y. 11971 S.C.T.M. DISTRICT 1000, SECTION 050, BLOCK 05, LOT 07
POOL DUAL MAIN
BACK TO POOL DRAINS
HM ENGINEERING, P.C.
P.O, BOX 914, EAST NORTHPORT, N.Y. 11731
SCHEMATIC PIPING ARRANGEMENT ✓ PHONE (516)476-5392
NOT TO SCALE 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 POOL CONTRACTOR SHALL INSTALL ALL PIPING TO COMPLY WITH ANSI/ U� 111
SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT NSPI 5 2003 REQUIREMENTS. I DRAWN BY; HM DRAWING NO.;
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. TRUE PIES HAVE DESIGN PROFESSIONALS DATE: NOVEMBER 02,2024
THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, RAI ED SEAL AND SIGNATURE IN BLUE S- 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