HomeMy WebLinkAbout47725-Z t� 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#: 47725 Date: 4/22/2022
Permission is hereby granted to:
Marratime Cap LLC
71 15th Ave
Sea Cliff, NY 11579
To: construct accessory in-ground swimming pool as applied for.
At premises located at:
875 Royalton Row, Mattituck
SCTM #473889
Sec/Block/Lot# 113.-7-19.34
Pursuant to application dated 3/21/2022 and approved by the Building Inspector.
To expire on 10/22/2023.
Fees:
SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00
CO- SWIMMING POOL $50.00
Total: $300.00
Building Inspector
a�
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnv.aov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector:___ °e
Applications and forms must be filled out in.their entirety.Incomplete
applicatiori5 willInot be accepted. Where the Applicant is not the owner,an til 0 s T
Owner's Authorization form[Page 2,}shall°be completed. T M -OF �� HOLD
Date: 313 / ,2 0
OWNS%$) � $
Name: MaVva- me Ca t I+ C— SCTM#1000-
Project Address: �Gq n I-ru., , N
Phone#: S-1(0 C(4(c 3 Email: " , WLC�r ('GWl
Mailing Address: `❑
CONTE R
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Name:
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Name:
Mailing Address:
Phone#: 1 Email:
CONTRA- i
Name: bvo e-- S C) S C 1 L't
Mailing Address: CV-A `V br1 tAo b lir � N HI H I
Phone#: r�,`C
Email: I -
oe�RIMION Of,PROPOSED POWROCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition „ Estimated Cost of Project:
. Zc7� Ky�i Q �hsilo� r�. �oI ncoe0�
Other GI $
Will the lot be re-graded? ❑Yes ENO Will excess fill be removed from premises? ❑Yes ❑No
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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.
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Application Submitted By(print name): ❑Authorized Agent 126wner
Signature of Applicant, Date: ����
STATE OF NEW YORK)
COUNTYOF -
�t `+ A � 0 �it V,LIS' being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the �1r
(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 � � � 20
�lotat Public
G ,, Deborah Orlowski
h NarnAv Notary Public,state o_
*= No.01OR62S0392
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PROPERTY OWNER AUT ORIZATI PU9LiC Qualifiedinsuffolk 0
� Conunisaior�expires 03 ?�(Where applicant is not the owner)
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residing
do hereby authorize �g �1 dot//G� to apply on
my behalf to t wn of Southold Building Department for approval as described herein.
Owner's Signature Date
6W r'�.1 Q
Print Owner's Name
2
:
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
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PPLIC TION FOR ELECTRIINSPECTION
t
ELECTRICIAN INFORMATION ;All information Required; D<dtE:: 4EI
Company Name;
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Electrician's Name; — r-AL
N4 u
License No.; a C, Elec. email-
Elec. Phone No; �����
❑I request an email copy of Certificate of (:;om liance
Elec.-Address.: p Jp
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JOB SITE INFORMATION (All Information Required)
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Name: P ct t1v-cx
P i ( L ( C_
Address: ,
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Cross Street; - Y �� -
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Phone No.: I f91
BIdg.Permit#: email c° -. s o J7 77`
Tax Map District: 1000 Sectiom Block:
Lot:
DESCRIPTION—N Q t7 OR , INCLUDE SQUARE EOOTACE (Please—Print Clearly)
BRIEF , 1
PC
Square L-ootage:
Cirrcle All That—Apply: I
Is job ready for inspection?: YES NU Rough In Final
Do you need a Temp Certificate?: El YES NU Issued On
:
Temp Information: (All information required)
Service Size
1:11 Ph i Ph Size: A # Meters Old Meter#
❑New ServieeoFire ReconnectoFlood ReconnectO'Eservice Reconnect ounderground[]Overhead
Underground Laterals 1 H Frame Pole WorK done on ServiOE:? Y N
Additional Information{
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PAYMENT DUE WITH APPLICATION
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RECEIPT
SUFFOLK COUNTY GOVERNMENT
DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS
COMMISSIONER ROSALIE DRAGO
P.O.BOX 6100, HAUPPAUGE,NY 11788
(631)853-4600
0 2022
Application: 11- 01 , License A H-53211
Application a Improvement License Renewal
Recelpt No. 441595
Payment Method Ref. Number Amount Paid Payment Date Cashier ID Comments
Credit Card $400.00 0312412022 PUBLICUSER18722
'...I..................................... .0.00----......................---...........------..........--.---...
I E S. OO tEfOACE,INC.
KENNETH M SWEENEY
1740 CHURCH STREET
HOLBROOK,NY 11741
Work Description:
ot
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„ HOMO 16p EW 110EN5E
Now
KENNETH M'SWEE;NEY
SWEI=NEY-S poo-L SERVICE INC
to tov
Cott Of-
.Licame Number:.1 53211
Roaatla[Waco Issued: OM3)2DT4
com"driarw aPkes: 4111204
HM ENGINEERING P.C.
P.O.Box 914
EAST NORTHPORT,NY 11731
TEL:516-476-5392
EMAIL:HMARNIKA@OPTONLINE.NET
January 16, 2022
Town of Southold
Building Department
Town Hall
Southold,N.Y. 11971
Dear Sir/Madam:
This is to certify that the drainage facilities to be used exclusively for the construction of a swimming pool
on the premises of:
Marrcon Development Corp.
875 Royalton Row
Mattituck,N.Y. 11952
Lot#5, Tax Lot 19.034
will not require draining because the pool is of gunite construction. The pool water will be continuously
recirculated through the filter and will be reused from year to year. The drainage from the filter backwash
will be piped to a drywell located on the subject lot and will not interfere with the public water supply
system, existing sanitary facilities, adjoining property owners,public highways or private roads.
Sincerely,
rHM gineering P.C.
#oj 1 `ka,P.E.
i
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:
MAIN DRAIN LINE OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE.
TO FILTER 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 SHALL REMAIN IN PLACE UNTIL
3.SECTION R326.7 POOL ALARM REQUIRED. A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED.
POOL LADDER (3" 4.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. 1.THE TOP OF THE TEMPORARY BARRIER SHALL BE AT LEAST 48 INCHES(1219 MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY
TO 6" CLEARANCE 5.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. FROM THE SWIMMING POOL.
BETWEEN POOL 6.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER WITHIN EITHER OF THE
LADDER AND SKIMMER POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). FOLLOWING PERIODS:
WALL) (TYP. OF 2) 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 POOL;OR
S SECTION R403.10.2 TIME SWITCHES B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL.
SECTION R403.10.3 COVERS
7.THE DESIGN IS BASED ON A DRAINAGE SOIL WITH<10%SILT.GROUND WATER SHALL NOT EXIST WITHIN PERMANENT BARRIER R326.4.2:
I I LIMITS OF THE 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(GUNITE)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
12" POOL 10.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR GROUND LEVEL,OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL
COPING DIAMETERS. COMPLY WITH SECTIONS R326.4.2.2 AND R326.4.2.3.
PROVIDE 2 MAIN DRAINS WITH STAIRS TO CODE 11.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND
STRAINER (VGB SAFETY ACT (SHALL BE OF 12.POOL WATER SUPPLY BY OWNERS GARDEN HOSE.POOL TO BE KEPT FULL DURING FREEZING WEATHER. TOOLED MASONRY JOINTS.
PUMP CAPACITY TO BE SUFFICIENT TO EMPTY POOL IN 24 HOURS. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS
APPROVED DRAINS) NON-SUP DESIGN) 13.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND SPA THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS
SAFETY ACT. SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL
14. NO DIVING EQUIPMENT PERMITTED. NOT BE GREATER THAN 1-3/4 INCHES(44 MM)IN WIDTH.
15.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45
16.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN
17. THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 875 ROYALTON ROW,MATTITUCK,N.Y.11952.THE VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1-3/4 INCHES(44 MM IN WIDTH.
SUBJECT PROPERTY IS CURRENTLY IDENTIFIED ON THE SUFFOLK COUNTY LAND AND TAX MAP AS DISTRICT 1000, 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESS THE FENCE HAS SLATS FASTENED ATTHE TOP OR THE BOTTOM
22 0' SECTION 113,BLOCK 07,LOT 19.34. WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM).
PROPOSED GUNITE 18.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY WITH 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NOT GREATER THAN T-
ALL LOCAL ZONING REQUIREMENTS. 3/4 INCHES(44 MM).
SWIMMING POOL 19.HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES7.GATES SHALL COMPLY
20.0' 5.0' OR PROCEDURES UTILIZED BY THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND 7.1. ALL GATES SHALL BE SELF-CLOSIINGG IN ADDITION,TH THE REQUIREMENTS THE SECTION GATE ISA ED STRIIAN ACC SS GATE,THE 6A E SHALL OPEN FOLLOWINGTH THE
MARBLE DUST THROUGHOUT OUTWARD,WAY FROM THE POOL.
METHODS OF CONSTRUCTION. 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
80O S.F. 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 INCH
(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
A i' 8. A WALL OR WALLS OF A DWELLING MPOOL THROUGH SUCH GATE WHEN THE AY IWIMMING POOL IS NOT IN USE IESUPERVISED.
SERVE AS RT 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 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
UNDERWATER 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
LIGHT (TYP.) 12" BEING HE ARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE
P00. DECK TO SLOPEALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING.
AWAY FROM POOL 2%__j. WATER LEVEL 3" DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND
MIN. BULLNOSE DOWN FROM TOP OF b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHALL HAVE A LATCHING DEVICE LOCATED NO LESS THAN 48 INCHES ABOVE THE FLOOR.
COPING POOL OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH THE OPENING WHEN THE WINDOW IS IN ITS LARGEST
Is* _ r: OPENED POSITION;AND
(3) #4 BARS ' t ,� 6" FROST PROOF TILE BAND c.WHERE THE DWELLING IS WHOLLY CONTAINED WITHIN THE POOL BARRIER OR ENCLOSURE,ALARMS SHALL BE PROVIDED AT
CONTINUOUS BOND EVERY DOOR WITH DIRECT ACCESS TO THE POOL;OR
BEAM ALL AROUND �. •:2 .. ,-:- 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. `. .+ PNEUMATICALLY APPLIED CONCRETE PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE.
INLETa: .' 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 INCHES OR MORE ABOVE THE
#4 BARS 0 12" O.C.
(TYP. OF 4) VERTICAL AND HORIZONTAL ' t:' 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.
40.0' ,:T a. DIRECTIONAL INLET 2.5' 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED ASA BARRIER,OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE
WALL THICKNESS - 1-7-e
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.) +. r ! 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:
42.0+ e..1: • i RADIUS VARIES 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
V RADIUS ROUNDED CORNERS OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER SPHERE;OR
14 BARS ® 6" O.C. IN RADIUS (SHALLOW END)
1
AND VERTICAL WHEN WALL ' 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.
HEIGHT EXCEEDS 5' ''` a CORNERS (DEEP END)
(ALTERNATE BARS) ` ENTRAPMENT PROTECTION R326.S:
14 REBARS - 12" ON
'# CENTER EACH WAY IN SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS,SUCH AS AUTOMATIC VACUUM
MIDDLE OF SLAB (FLOOR) CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE,SHALL BE PROTECTED AGAINST USER ENTRAPMENT.
POOL PLAN r' 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/APSP/ICC 7,WHERE
NOTE: ` t APPLICABLE.
THIS IS A NON-DIVING POOL SCALE: 1:4
8.5"
SUCTION OUTLETS R326.6:
�8"SLAB
SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET 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 ANSI/APSP/ICC 7.
TYPICAL WALL SECTION 2.POOL AND 5PA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASME A112.19.8,OR AN 18 INCH X 23 INCH(457MM BY 584 MM)DRAIN GRATE
OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM.
NOT TO SCALE 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF SHOULD GRATE COVERS LOCATED
THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED
HEREIN,AS FOLLOWS:
1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR
42.0' no 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 MINIMUM HORIZONTAL OR
SEVERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM
40.0' JOINT & S
PROVIDE E EXPANSION SIM UTAN IOULSY THROUGH A VACUUM RELIEF-PROTECTED LINETO THE PUMP OR PUMPS.
SEALING AT GENERAL NOTES:
DECK/ COPING (TYP.) 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 NYS UNIFORM FIRE 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 BULLNOSE PREVENTION AND BUILDING CODE,INCLUDING THE SPECIFICATIONS IN SECTION R326. BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TOTHE SKIMMER.
COPING 2.SEE SITE PLAN BY OTHERS FOR LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT. SWIMMING POOL AND SPA ALARMS R326.7:
(TYP-) RETURN SKIMMER PROPOSED DECK BY 3.THIS PLAN PREPARED FOR LAYOUT AND SHELL STEEL ONLY.
(TYP') VEL (TYP-) OTHERS APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006,SHALL BE EQUIPPED WITH AN
WATER LL 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 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
O O O c AND THIS SECTION.
3.8' _F 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.
-i J_ BOND BEAM IF NECESSARY TO PROVIDE DETECTION CAPABILITY AT EVERY POINT ON THE SURFACE OF THE SWIMMING POOL,MORE THAN ONE POOL ALARM SHALL BE PROVIDED.
(TYP.) R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING.
- 7.0'
8" CONCRETE R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS SECTION.-'
UNDERWATER _ FLOOR (TYP.)
- #4 REBAR (TYP.
(OPTIONAL) �_ j -- - - i ---- L-I
�:_ �_ i I- _ ® STEP )
• ' � �. _� j -) � ' I-� ��� ( � i �µ�-i S
- ---=i . -
6" MIN.
_ <r.
COMPACTED 1 1/2
TO WASTE ® r
GRAVEL PUMP HAIR & LINT STRAINER
I 2 MAIN DRAINS WITH HYDROSTATIC UNDISTURBED SOIL., COMPACT BASE MAR ? I fin?
RELIEF VALVE AND COLLECTOR TO 959 MODIFIED PROCTOR (SEE FILTER AUTO SKIMMER
TUBE IN GRAVEL BASE STRUCTURAL NOTE THIS SHEET) BUILDING DEPT.
TOWN OF SOUTHOLD
10.0' 14.0' 16.0' 2 MAIN DRAINS WITH
POOL HYDROSTATIC VALVE
BACK TO AND COLLECTOR TUBE
POOL IN GRAVEL BASE
40.0'
0.5' 0.5'
1.
SCHEMATIC PIPING ARRANGEMENT -NOT TO SCALE NO. DATE I DESCRIPTION BY
NOTES:
PREPARED FOR: PROPOSED SWIMMING POOL SECTION A-A 1.ALL PIPING SHOWN IS FOR SCHEMATIC PURPOSES ONLY. 875 ROYALTON ROW
MATTITUCK,N.Y.11952 FOR
2.POOL CONTRACTOR TO INSTALL ALL PIPING TO COMPLY
SCALE: 1:4 WITH ANSI/NSPI-5 2003 REQUIREMENTS. LOT#5,TAX LOT 19.034 875 ROYALTON ROW (LOT #5)
OWNER/APPLICANT: SITUATED AT
MARRCON DEVELOPMENT CORP. MATTITUCK
875 ROYALTON ROW
MATTITUCK,N.Y.11952 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
LOT#5,TAX LOT 19.034 S.C.T.M. DISTRICT 1000, SECTION 113, BLOCK 07, LOT 19.34
HM ENGINEERING, P.C.
P.O. BOX 914, EAST NORTHPORT, N.Y. 11731
PHONE(516)476-5392 FAX(631)980-7671
EMAIL: HMARNIKA@OPTONLINE.NET
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 DRAWN BY: HM
SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FORTHE SAME OR SIMILAR PROJECT WITHOUT 0 / !G �Z
WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF STRUCTURAL NOTE: DATE: JANUARY 16,2022 DRAWING NO.:
RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. CONTRACTOR SHALL VERIFY IN-SITU SOILS AND SOIL BEARING CAPACITY PRIOR TO INSTALLATION OF POOL A TRUE PIES AVE DESIGN PROFESSIONALS
THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED AND THEIR RECOMMENDATIONS FOLLOWED. RAI ED SEAL AND SIGNATURE IN BLUE S-101
17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL GROUND WATER SHALL NOT EXIST WITHIN LIMITS OF EXCAVATION.A SOIL BORING WAS NOT PROVIDED.
EXTENT OF THE LAW.
P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: 1 OF 1
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