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HomeMy WebLinkAbout45402-Z O�aSgFFO1,�CpG, Town of Southold 5/26/2022 a y� P.O.Box 1179 o co, z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43104 Date: 5/26/2022 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 205 Summit Ln, East Marion SCTM#: 473889 Sec/Block/Lot: 38.-7-10.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/22/2020 pursuant to which Building Permit No. 45402 dated 11/2/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool fenced to code as applied for. The certificate is issued to Goldsmith,Richard&Judith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45402 6/23/2021 PLUMBERS CERTIFICATION DATED Author d Signa Y TOWN OF SOUTHOLD r�SUFFD�KcoGy� ` BUILDING DEPARTMENT y x� TOWN CLER14'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#: 45402 Date: 11/2/2020 Permission is hereby granted to: Goldsmith, Richard 455 Bardini Dr Melville, NY 11747 To: construct an in-ground swimming pool as applied for. At premises located at: 205 Summit Ln, East Marion SCTM # 473889 Sec/Block/Lot# 38.-7-10.3 Pursuant to application dated 10/22/2020 and approved by the Building Inspector. To expire on 5/4/2022. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector o��OF SO!/l�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� Q roger.richertCaD-town.southold.nV.us Southold,NY 11971-0959 olyCOUM`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION, Issued To: Richard Goldsmith Address: 205 Summit Lane City: East Marion St: New York Zip: 11939 Building Permit#: 45402 Section: 38 Block: 7 Lot: 10.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: In ground swimming pool to include, bonding, control panel, 1-time clock, 2-GFCI circuit breakers,low voltage pool lights(3),salt generator, 1-single use recpticle for pool pump,gas pool heater. Notes: Inspector Signature: Date: June 23 2021 81-Cert Electrical Compliance Form.xls pE SObTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765.1802 � INSPECTION 4 ( Q . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) wc� [ CODE VIOLATION [ ] PRE C/O '-'- REMARKS:,REMIARKS:, L' DATE INSPECTOR ` OF 50(/l�o� # TOWN OF SOUTHOLD BUILDING DEPT. cn765-1802s� js z INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY"INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ;i DATE 2Al INSPECTOR 1+10 oF souTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL fn L, [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O II rr MARKS: " b A' ;(/1 6Wjzlm4f ';D ZWS C� CAT r C �Aviav- fo r w, dV �. vs� c� v 41 — �n ✓�, --Cove '� �, Svrry . - 1 DATE �' a' Z.� INSPECTOR OF SOGT'yo� TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING �_�-FINAL FG2 - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: C 11207_ � C4mu � U &6i t;75p4z5_k z " /44 rt DATE INSPECTOR /� %� '•. ►'' FIELD'INSPEC�'ION REPORT`•' D'k-TE FOV".-ATXON(IST). C FOLrNDATIQ (ZND) .! l 0, I ROUGH PRAMIlNG 4 , P�;UMBING TA1SU7 A ION'PER N..Y. STATE ENERGY CODE' G I K' v�n�-+ • Shaw. TIN ALL . . ' '� . �. irtitr •tet✓s� � .6tiL �• 2. peNwc jj: :S. of TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� —7� Survey Southoldtownny.gov PERMIT NO. --� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form ZContact: Approved 20 G Mail to: Disapproved a/c Phone: Expiration D s ctor P ACT 2 2 2020 APPLICATION FOR BUILDING PERMIT SDG pr Date Date �C , 20.OD TTI-IOLD INSTRUCTIONS .. a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of'plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector .issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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, or 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 for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer)_ Builders License No. 14(091(0 Plumbers License No. Electricians License No. (� 8�' MC Other Trade's License No. i 1. Location of land on which proposed work will be done: �� �( 5vsx-\cxc,X- kD-A4— was+ t�lcl�Ccr3 House Number Street. �1 2 _114qpnn5� ,..{�, qq Hamlet Count Tax Ma No. 1000 Section J Y p ... l'oclr' Lot J&Ut ,F.�L��JA e;;};c oxiau4rfrol Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy . 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Co X -69 V"nyn;�cx-_\ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises, Address 0105 Phone No.QR\-'10-4 -ldo Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOW * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE REQUIRED. b. Is'this property within 300 feet of a tidal wetland? * YES NO_>V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) l r -° \gyp being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi' contract) above named, (S)He is the (Contractor, Agent, Corporate 011icer, 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 13 day of �O. _ 20 W � LAUREN M.MCKISSICK �.G Notary public,State of New Yo* Notary Public No.01MC6342308 Signature of Applicant Qualified in Suffolk County Commission Expires May 23,2021 + NoW "5051. C P' yrl - 17, 4= �)r d , .l ng.-Di {Arlt'�t;Tlf'Il 'li(3� 1Cr" YCD-t1 �c r 1 n 1 I s Y d i f im. N woo_ S JAMIItd tine App ic�i6t is nc t tlac p vvrz�r) Yf., 1 ry .t r 9 a f So 54, r , resp d i�g at= -- l am . 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Ajit Qzu�, x-s` CHAPTER 236 - STORAMATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) iDOES THIS M01CM' INVOLVE ,Ft l',1Y of THE F®11LMbNGr Ye:, N (CHECK ALL THAT APPLY) l • j Cj A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. t C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. Ej D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. j D E. Site preparation within the,one-hundred-year floodplain as depicted l on FIRM Map of any .watercourse. i F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more; unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control flan and a completed Check List Form to the Buildh)g Department evith your Building Permit Application. APPUCAN (Property Owner,Design Professional,Agcnt,Contractor,Other) S.C.T.M. 1.000 ' D;;lrirt NAME: ��\�1 3 . . �. - _..% .3 41Yr --•-- Section Block Lot ............ 17(.)R. Bt.lt1_DINIG C)EPA1U 1LN'F t1Qf:. ONLY Contact)nformlion ;I.jryrgne�un,trr: Reviewed By: _..._._.. _. _........... ru ert Address / Location of Date:Construction Work - - - - �` Approved for processing Building Perrnit. _.. Siormwater Nlanagemenl Conlrol Plan Not Required _....... Stormwater Management Conlrol Plan is Required (Forward to Engineering Department for Review) F013N1 SMCP - TOS IIMAY 10M S.C,T.M, i000 , CHAPTER 236 P te.t gr.r'rofesionzi.Agent,Contractor,Other, Stormwater Mana:lrement Control Plan CHECK LIST Pt.°.'�1:= I Section Block Lol { Y•.. , 4 S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. (Date: °N �_ �{e The applicant must provide a Complete Explanation and/or Reason for not providing 1! all Information that has been Required by the following Checklist! • ScMplu,nr N,n.IKf. K A c •e Plan dr-awn '.o ,c �.e 1••4ot Less :hat 60' to the inch MUST •!l ,i-4 If You answered No or NA to any Item, Please Provide Justification Here! _I oi: a o; rite . i; ? Si!iD i!i NAl If you need additional room for explanations, Please Provide additional Paper. c owing ._gins: a Location u De_�cri�tton o' Pro,erty B-I-undaries c. -otal Site Acre_, _ Existing - N�alur"" `\•;an ?,1s1-. Features within 500 LE ` of the Site Bounda: as rc� u!red by §zss-n(c)c21. d Test Hoie Data Indicatint,Soil Characteristics&Depth to Ground Water. I II _ � f c Limits of Clear!t; & Area of Propaed Land Disturbance. _ Lxistin- & Proposed Contours of the Site UnimurnzIntervals) i g L:Cat!on of all existing C. proposed structures, roads, —� dl iveways, sidewalks, drai n,:ce lmDrovements &utilities. Spot Grades :, Finish Floor Elevations for all existing & r5rop.sed structures. "_.ation of proF'osed S%vimminl_ Poci and discharge ring. l) t I Location of croccsed Soil Stockpile Area(s). k Location of proposed Construction Entrance!Staein Area(s). I I Location of proposed concrete washout areas,. ;, Location of ail xocosed erosion&sediment control measures. 2 Srormwater Management Control Plan must include Calculations showing that the:iormwaier improvements are sized to capture,store,and infiltrate on-site rhe run-off from all impervious surfaces generated by a two(21 Inch �! '' rainfall/storm event. •; Details Sectional Drawings for stormwater practices are required for approval. items requiring details shall include but not be limited to: lEiosion & Sed in-tenl' Cantro!s. h Const, uctlon Entrance & Site Access. �!C c Inlet Drainage Structures (e.g.catch basins, trench drains,etc,) I I� �t d Leachin6 Jlructures = _ infiltration basil:-.swat==_.etc.) Df.:]PAI I N-Ir,N'I- USE ONLY []i Additional Information is Required. ae��n� cd u Stormwater Management Control Plan is Not Complete. ,aplo -ed B - — — — — — — — — — — — — — — — — — — — — — — — — 1 Stormwater Management Control Plan is Complete. i Dr,,e SMCP has been approved by the Engineering Department. i 4 �,. 2\A - Q r,!-. ^I. 1 -r .c` h'f A \/ nn. •, Bunch, Connie From: cj@eastendpoolking.com Sent: Thursday, October 29, 2020 9:31 AM To: Bunch, Connie Cc: info@eastendpoolking.com Subject: East End Pool King - Pool Application for Goldsmith Hi Connie, I have a pool permit application submitted for Goldsmith. They are located at 205 summit Drive, East Marion Tax map 1000-38-7-10.3 They have decided they would like to do a concrete wall vinyl pool instead of steal wall vinyl pool. I have submitted the engineer drawing—can you please update their folder with the plans. Thank you and let me know if you have any questions. JENNIFER DEL VAGLIO EAST END POOL KING CPO-I-CERTIFIED POOL OPERATOR/INSPECTOR MEMBER: PHTA, NESPA, LIPSA ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i East End Pool King EpSTFNp-�1° - 46520 County Road 48,Unit 5,Southold,NY . . Po Box 369—Peconic,NY 11958 P: (631)734.7600 F: (631)876-1191 631-434-3600 www.eastendpoolkins.com .10/29%2020 205 Summit Drive, East Marion Tax Map 1000=38-7-10.3 OCT 2 8 . 2020 . Judith Goldsmith Be is D �,PT Dear Connie Bunch: I submitted to the Southold Building Department my client's Judith Goldsmith's building application, on October 22, 2020. The client's builds address is.205 Summit Drive, East Marion. Tax map 1000-38-7-10.3. My clients have:decided to change their pool build to a concrete wall vinyl pool instead of a steel wall-vinyl pool: I-'am-submitting the engineer drawing to reflect the change. Please update their folder with the plans. Sincerely,.' Jennifer Del Vaglio East End Pool:King CPO-I Certified'-PoolOperator%Inspector Member.: PHTA, NESPA, LIPSA SURVEY OF WRg . LOT 17 •E-A � '�0„'g`•0G�l.-TaEPHONE Dox SPF—'"00' ���� T2, MAP OF L.y GP`y ��25' a• os ��r^�, SUMMIT ESTATES �� (�K 5�hO wTa` C� ,�9U �• SECTION No 2 FILE No. 10768 FILED MAY 21, 2002 SITUATED AT EAST MARION fog.. " �C Q,� colic n _120 �. °` ."- TOWN OF 50UTHOLD 4 go, LOT r7 3F. SUFFOLK COUNTY, NEW YORK O �.�'�•H,�eA�. ; „s sE" eAe6hc rn L y tib „� •PAR3 - ��� aTI�� s°��'� S.C. TAX No. 1000-38-07-10.3 SCALE 1"=30' +,29 � N5. \ OCTOBER 26, 2004 APRIL 25, 2005 FINAL SURVEY 1 STORY FRAME MAY 25, 2005 UPDATE DRIVEWAY 3X$ � µOUSE & GARAGE t.A �OpO 2��\ AREA = 0. 5. sq. ft. 735 oc. O ?LGA• N ,1 2' y ISA' ml•La1O -cWu{NET '� JS,\ \. "„DOstEvs` '�.\� CERTIFIED TQ' RICHARD GOLDSMITH JUDITH GOLDSMITH r O J ��od' MP FUNDING oti�Sti°4 FIRST LONG ISLAND TITLE '/�/Jc 4 tv ``M169 O 7 /r y lB��g �P`704 L=59 94' 0 A R=40.DO' O \r1 �g " N 76-22241, / ACCORDANCE WITH 7W MIMMULI TANDARDSPREPARED IN­CR TITLE Us RYEYS AS ESTABLISHED �Lj ��� L � 9Y JHE E IA•L•3.AND APPROVED AND A�ED ,Y F°R SUCH USE A1,ME,NEW YORK STAT UWO 1 tiA �' A. TIRE A55l7CV%, REC NO raUNO D `} /-� it' c / X`1�QG•Lc', uON h bj So �'+ tib+ �1.1SED +p su BASIN 1 18.Q3. a� > 4\G oSEP �Ay F O IN, Hr &8T4 71---'VAP Q� (� a y NovER zz T 9EK aECTIOAT ` Y y� o` Y C As 1 � - ,,, .._.. �} 1`'A �� `•' 1 �' ',41'e K NYS Lia No 49688 TO UrHTHIS RIZED ALM AMO TI ADDITION I ,wnr•r^ SE TTO SURVEY IS A VIOLATION YORK OF Joseph A. Ingegno • •V•..• Y SE ON 7209 Df THE NEW TORN STATE r CrM1:.AL f EDUCATION LAW �. r� COPIES Of THIS YCR'S MAP SNIAEA OWING Lane! Surveyor JUN 21121105 aU ' L-•� GO LAND STHIS SUR'S Nxm SEAL C E� xLli r{ (i r TO BE EA SEAL UE CoNOf BE CONSIDERED y • 'r I.,:: ..-:.I I� � PrO aE A VAuo rnuE CPr .•HTL'I'L'INI CERRFICATIONS INDICATED HEREON SHALL RUN ONLY TO TILE PERSON FOR WHOM THE SURVEY 2 4TI PREPARE°.ANO ON H6 DENAIF TO THE Title Surve s-Subdivisms - 91e Plans - Construction Loy-W rRLE COl(rANY,GOVERAWEMAL f�ENCYANO YLENDING INSTITUTION LS1ED HEREON,ANOTO THE ASSIGNEES DF THE LENDWCINSR- PHONE 631 72TIfiDN CERRFICATIONS ARE NOT TRMISFERAOLE. ( ) 7-2090 Fox (631)127-1727 ; OFFICES LOCATED AT "UNG ADDRESS _ —_. _. �..• .-- _ -� THE EXISTENCE OF RIGHTS of WAV AND/OR EASENENTS OF RECORD, IF 322 ROANOKE AVENUE P.0 Box 1931 ANY. NOT SHOWN ARE NOT GUARANTEED RIVERHEAD,No.Yark 11901 Riverhead, New York 11901-0965 --• -• - _-..__ 24-395A Y.-rr,3(-r- L 1 D pCT ? g 2020 7..J..<.A.: {�Ttr r,1: - ..ij3 P ,r;T 4X SURVEY OF LOT 17 NE1 �1oD' i�y� `�'T� MAP OF N1 Ao ,gay' <,... osL�n SUMMISECT otEAS�TATES • 0 !S ��' ./ FILE NO. 10768 FILED MAY 21, 2002 �10.3a •� Hwy 8��' l�/jT SITUATED AT \ EAST MARION cwaraR. -,aD '�• 4�.,'•, TOWN OF SOUTHOLD LOT o F• © ?yon? SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-07-10.3 •,,.t8, e w cow' SCALE 1"=30' oe OCTOBER 26, 2004 ___—�°� — • . 'M V�, 4.\� APRIL 25,2005 FINAL SURVEY MAY 25.200.5 UPDATE DRIVEWAY 110U8E k GARAGE �• � AREA = 31,995.09 sq. H. 0.735 ac. 0 1 CERTIFIED TQ- RICHARD GOLDSMITH O r JUDITH GOLDSMITH O� MP FUNDING �G`lll?' FIRST LONG ISLAND TITLE wo �D `�e`r� Le59 91' N76.2 ! °`fA� JBo`n� PRPAgM Lm MYt[WHM YPiWY 224" ,y b �I ���'�,•.• �'�j a".�L i r•s a'"�ciD i�mm�'m'Iwo T�m"r° � R�•CN1Rc ca�'� b�ti�i1"yp� ,Jet`,,�oa'J % � � �p,Dr.?nc,ra'+rDl«sr m,•uwo / BASINft uo�'N�IT st�lsipN >aarR i 9n4 B,aeo0j4''n t�J Q.o'' 'S r. . - - -. _ 21 W� K• N.Y 5 U. ND 49668 • UHWtNat¢m AlRRA1oN DR IDOIIW _..wWr`^'^' TD 116 sulrvEr s•T1ounDN o< Joseph A. Ingegno w'ar rnE mTv rover sua yiuN 2 a�Vis. ._ .����_ ,f�a'o: o.• 1 a d r�s6N6 6G6Na Land Surveyor D D 5u .DE�INm '�^I.A'•..•.:.t E� j �� Ta BE v O mtR. .+m rveoN FOR.s B T.saRrcr M2 4' .: Is vaiswm.um aNs Detwr+an. TWA SumF,-scarhs'w..- S4,ww: - C°Af ccw,Lrry°ul NSIIfNwNIRAEW. PHONE 6(31)727-2D90 Fav(6]1)727-1727 N'LS---'-'--"� OFFCEs LWITED AT YIJUNS ADDRESS •' •--^ -" —^—'------- THE EIasTENCE OF Rims OF WAY 322 ROANOKE AVENUE P.0 B..1931 C.•— =!OR EASENp OF RECORD•IfA IMEO RNEFNFAD,NN-YwA 11901 RaeTeDC,Nn Yah 11901-0965 ANY,NOT SNOWH MC NOT OUAR — - 24-3958 A U. (vm( i ,H , LLC��✓vO'� N" I', ` POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS ELECTRICAL INSPECTION REQUIRED I Y (-R I< ST,\T E & T OV,,N CODES Y SOF 1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE, Ac iii-JUIRED AN TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. TEMPORARY BARRIERS R326.4.1: AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND n SOUi'rIOLC'TOrAJIv,7x,11 2.POOL SHALL CONFORM TO ANSI/APSP/ICC 5 STANDARDS R326.3.1. SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. J-- ,, LNG BOA 3.SECTION R326.7 POOL ALARM REQUIRED. SOP.QLD T�V�N + 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 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. f (1 6NN TRUSTEES R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER SOUTH .� POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). WITHIN EITHER OF THE FOLLOWING PERIODS: r;,-!{;,^.J;: DEC 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 INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL. 6.REBAR SHALL BE 3 MIN.CLEAR TO EARTH. 2. c `\ 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY PERMANENT BARRIER R326.4.2• WITH ALL LOCAL ZONING REQUIREMENTS. \� 8.ALL DRAIN COVERS TO MEET ALL REQUIREMENTS OF THE VIRGINIA GRAEME BAKER(VGB)POOL AND 1.THE TOP OF THE BARRIER SHALL BE NO LESS THAN 48 INCHES(1219MM)ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER `' ' ''' !" �'• � 4 SPA SAFETY ACT. THAT FACES AWAY FROM THE SWIMMING POOL THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER A 9.SLOPE PATIO SURFACE 1/4"PER FOOT AWAY FROM POOL SHALL BE NOT GREATER THAN 2 INCHES(51 MM)MEASURED ON THE SIDE OF THE BARRIER THAT FACES AWAY FROM THE SWIMMING �_.,_,_...., _ A /',:_L t.;i; I i ! 10.BACKFILL MATERIAL TO BE FREE DRAINING GRANULAR MATERIAL(NO CLAY OR LARGE ROCKS). POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE,THE BARRIER MAY BE AT GROUND LEVEL,OR MOUNTED ON TOP 11.SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE BARRIER SHALL COMPLY WITH .t ti � • YORK ;r! -" 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. SECTIONS R326.4.2.2 AND R326.4.2.3. ( EF =� 5 £ ` `�' 13.POOL WALLS ARE NOT DESIGNED FOR SURCHARGE LOADS EXERTED BY WHEEL LOADS WITHIN SIX(6) 2.SOLID BARRIERS WHICH DO NOT HAVE OPENINGS,SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL k-Sl��^' 0 Ilcilli "` FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. ON THE POOL STRUCTURE BY EXISTING OR PROPOSED ADJACENT STRUCTURES. 3.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE 18' 14.NO DIVING EQUIPMENT PERMITTED. HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING S PROPOSED 8' 15.POOL TO REMAIN PERMANENTLY FILLED. POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES(44 MM)IN WIDTH.WHERE 16' �6 t 17.THIS PLAN L 16. OS FOR LL VERIFY CONSTRUCTION ON BEARING ROP RTD AT 21OR 05 TO INSTALLATION LAEION OF POOL. THERE ARE MARION,N.Y.11939 LACHES(44 DECORATIVE N WIDTH. UTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 ® D�J TELY TO CODE VINYL SW i M M I N G POOL ONLY. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE �NCLOS I POOL, -.r,r_,-1 18.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR HORIZONTAL MEMBERS IS 45 INCHES(1143 MM)OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 ' 608 S.F. CONTINUOUS CONCRETE DIAMETERS. MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1- + WALL (SEE DETAIL THIS 3/4 INCHES(44 MM IN WIDTH. "-•CORNER STEPS 5.MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2-1/4-INCH(57MM)SQUARE UNLESSTHE FENCE HAS SLATS FASTENED (VINYL OVER 4 SHEET) AT THE TOP OR THE BOTTOM WHICH REDUCE THE OPENINGS TO NOT MORE THAN 1-3/4 INCHES(44 MM). CONCRETE) 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BYTHE DIAGONAL MEMBERS GENERAL NOTES: SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM). 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING 1. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, REQUIREMENTS: LINE OF �' 4' \ TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR,NOR FOR THE SAFETY OF THE 7.1. ALL GATES SHALL BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD, COPING PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY AWAY FROM THE POOL. OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 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 2. SELECT GRANULAR FILL/MATERIAL SHALL BE AS DEFINED IN THE REQUIREMENTS OF THE INCHES(1372 MM)FROM GRADE,THE LATCH HANDLE SHALL BE LOCATED AT LEAST 3 INCHES(76 MM)BELOW THE TOP OF THE GATE, MUNICIPAL AGENCY HAVING JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER THAN 0.5 INCH(12.7 MM)WITHIN 18 INCHES(457 N.Y_S.D.O.T.STANDARD SPECIFICATIONS,LATEST EDITION. MM)OF THE LATCH HANDLE. 7.3. ALLTHE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENTTO PREVENT 3. COMPACTION SHALL CONFORM TO THE REQUIREMENTS OF THE MUNICIPAL AGENCY HAVING ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR SUPERVISED. 38' JURISDICTION AND AS A MINIMUM DEFINED IN SECTION 203 OF N.Y.S.D.O.T.STANDARD 8. A WALL OR WALLS OF A DWELLING MAY SERVE AS PART OF THE BARRIER,PROVIDED THATTHE WALL OR WALLS MEETTHE SPECIFICATIONS,LATEST EDITION. APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS SHALL BE MET: 4. ALL FILUBACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM i.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN 40' DENSITY AT OPTIMUM MOISTURE,AS DETERMINED BY MODIFIED PROCTOR TEST,UNLESS AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE ALARM SHALL BE LISTED IN ACCORDANCE OTHERWISE NOTED. 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 BEING HEARD THROUGHOUTTHE 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL,SURPLUS HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,TOWN, SYSTEM SHALL BE EQUIPPED WITH A MANUAL MEANS,SUCH AS TOUCH PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE CODES. FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS; AND 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.OPENINGS IN OPERABLE WINDOWS SHALL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH POOL PLAN 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 SCALE: 1/4" - 1'-011 NOTE: 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE THIS IS ANON-DIVING POOL 50 LONG AS THE DEGREE OF PROTECTION AFFORDED IS NOT LESS THAN THE PROTECTION AFFORDED BY ITEM 1 DESCRIBED ABOVE. 8.1 ALARM DEACTIVATION SWITCH LOCATION.WHERE AN ALARM IS PROVIDED,THE DEACTIVATION SWITCH SHALL BE LOCATED 54 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 ASA 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 TRACK FOR STEPS ARE SECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER VINYL LINER SPHERE;OR 38' 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 VINYL LINER , THROUGH R326.4.2.8. 10" 3'-10" FOAM PADDING 3,500 PSI ENTRAPMENT PROTECTION R326.5: a CONCRETE SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, loe SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, SHALL BE PROTECTED AGAINST USER ENTRAPMENT. o 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/ CONCRETE WALL APSP/ICC 7,WHERE APPLICABLE. (SEE DETAIL THIS SHEET) #4 REBAR TOP, SUCTION OUTLETS R326.6: 8 MIDDLE&BOT. i� _ _ _ _ _ !'!I 48" 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, i -_I 1-1! -I =' ! =� " �_� I --' 44 SHALL BE PROTECTED AGAINST USER ENTRAPMENT. _ll 1 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. -'I i-'I =I i I 3 i( -! - #4 REBAR 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 _ EVERY 2'O.C. ; -_'!i III'- VERTICAL (457MM BY 584 MM)DRAIN GRATE OR LARGER OR AN APPROVED CHANNEL DRAIN SYSTEM. UNDISTURBED EARTH -!!'-i! =i I -I I !• -= _ 1 -�!i- 2"BOTTOM 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF "-I 1 -v-I'-- " SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST - i'- i; _i 1==-i I _. -; I=-" MATERIAL ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN AS FOLLOWS: -- 2" SAND BOTTOM ; =' ..d 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR TAMPED & ROLLED 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 VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED 14' 14' 6' 4' SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR PUMPS. TYPICAL WALL DETAIL 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES SCALE:3/4"= V-0" AND NOT MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER. NOTES: SWIMMING POOL AND SPA ALARMS R326.7: 1.WALLS SHALL BEAR ON UNDISTURBED SOIL 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006, SECTIONA-A 3.BACKFILL MATERIALTO BE SAND,GRAVELOR OTHER SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS NOTES: NON-EXPANSIVE MATERIAL SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE SCALE: 1/4" - 1 1-OII 1.ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. EXCEPTIONS: RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. 1.A HOT TUB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. 2.CONTRACTOR SHALL PROVIDE DEEP END SWIM OUT OR LADDER TO CODE. 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, 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 ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND POOLSIDE AND INSIDE THE DWELLING. FILTER O WASTE R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION!ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS 1 1/2"T SECTION. PUMP HAIR&LINT STRAINER PUMP NO. DATE DESCRIPTION BY 2O TYP. SKIMMER FILTER AUTO SKIMMER OWNER: PROPOSED SWIMMING POOL PLAN DUAL MAIN DRAIN WITH GOLDSMITH GOLDSMITH RESIDENCE 205 SUMMIT LANE 205 SUMMIT LANE 3.0' STRAINER(VGB SAFETY ACT APPROVED DRAINS) POOL EAST MARION,N.Y.11939 (MIN.) DUAL MAIN DRAIN WITH BACK TO POOL HYDROSTATIC VALVE AND COLLECTOR TUBE APPLICANT: SITUATED AT If SWIMMING POOL IN GRAVEL BASE GOLDSMITH EAST MARION 205 SUMMIT LANE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SCHEMATIC PIPING ARRANGEMENT EAST MARION,N.Y.11939 S.C.T.M. DISTRICT 1000, SECTION 38, BLOCK 7, LOT 10.3 NOT TO SCALE FILTERED WATER HM ENGINEERING P.C. RETURN, NUMBER OF f NOZZLES VARIES PER POOL SIZE r` ��J),a. ; P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 Lr� (��� v PHONE (516)476-5392 FAX(631)980-7671 MAIN DRAIN PIPING SCHEMATIC I _I WWW.HMARNIKA@OPTONLINE.NET NOT TO SCALE THESE PLANS,SPECIFICATIONS,&DESCRIPTION OF DESIGN INTENT ARE THE INSTRUMENT OF DEVICE AND PROVIDE NOTE: r Tj PROPRIETARY INFORMATION EXCLUSIVE TO THE PROFESSIONAL SERVICES RENDERED FOR THE CLIENT LISTED ABOVE. THEY DRAWING CONFORMS TO ANSI/APSP-7 SUCTION ENTRAPMENT A DRAWN BY: HM PROJECT NO.: 20147 SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT AVOIDANCE CODES. WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF b.L br :o s ;- x ¢, �. �U 'ltw '��� DATE: OCTOBER 26,2020 DRAWING NO.: 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, Y'f�"�`.`a j,. PL(Y' � 7RUECOPIES ISEDSAL AND DSIGNATREINBLUE 5-101 17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL RAISED seu allo sicNnTur�IN BLUE EXTENT OF THE LAW. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF 1