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HomeMy WebLinkAbout45681-Z '- - sxz 0g11FfOL oy�ry Town of Southold 10/1/2022 E P.O.Box 1179 53095 Main Rd Way o� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43463 Date: 10/1/2022 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 785 Oakwood Dr, Southold SCTM#: 473889 Sec/Block/Lot: 70.-13-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/5/2021 pursuant to which Building Permit No. 45681 dated 1/13/2021 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: 4 accessory n-ground swimming pool fenced to code as applied for. The certificate is issued to DeMarco,Joseph&Audrey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45681 4/22/2021 PLUMBERS CERTIFICATION DATED Auth i ed Signaye �SUFFot,r�o 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#: 45681 Date: 1/13/2021 Permission is hereby granted to: Demarco, Joseph & Audrey 217-62 Corbett Rd Bayside, NY 11361 To: construct an in-ground swimming pool as applied for. At premises located at: 785 Oakwood Dr, Southold SCTM #473889 Sec/Block/Lot# 70.-13-8 Pursuant to application dated 1/5/2021 and approved by the Building Inspector. To expire on 7/15/2022. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector oF so�Tyol Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l • a0� roger.richertCD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joseph Demarco Address: 785 Oakwood Dr City: Southold St: New York Zip: 11971 Building Permit#: 45681 Section: 70 Block: 13 Lot: 8 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 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 2 Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks 1 Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: In ground swimming pool to include, bonding, control panel, 5-GFCI recpticles, 1-GFCI circuit breaker, 1-low voltage pool light,2-single recpticles, 1-pool pump, 1-Polaris pump, 1-time clock. Notes: Inspector Signature: Date: April 22 2021 81-Cert Electrical Compliance Form.xls SOUIyOIo # # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4 DATE �l �� INSPECTOR *pF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE `�` Z Z/ INSPECTOR oe souryO� TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ vFINAL I&V� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ail ame-6, )ZA,4,1 -1-a Poo I A,rLe. ,- do 4t" tu,,(, axe w i vi o(ows pA,®l i CA,II. 4 - 1,11'r7pecha' A . DATE INSPECTOR oF souryOlo * TOWN OF SOUTHOLD BUILDING DEPT. RV, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ✓]"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR rF r FIELD INSPECTION REPORT DATE ' COMMENTS• FOUNDATION(1ST) M) y FOUNDATION(2ND). O y' ` ING& ROUGH FRAM y PLUMBING a d { INSULATION.PER N.Y. STATE ENERGY CODE 1 I&W ows ,.:,. FINAL. ADDITIONAL COMMENTS. 2 A0 3l o ' V✓cca- --C�/c A&A&,a- - Z S� +;Cl r z 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 G ( Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form / Storm-Water Assessment Form Contact: Approved -,20 Mail to: Disapproved a/c Phone: Expiration ly L-/f Building Inspector JAN 2021APPLICATION FOR BUILDING PERMIT Date 20- x`'33 RJ D INSTRUCTIONS �,s')i'i .•.. 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 c f applicant or name,if a corporation) Sbn Ilgsy (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JDspA A6:w T\,o lu ae,-) (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1, 85 ca bicod � « House Number Street Hamlet County Tax Map No. 1000 Section Bg. 1cl ` Lot q �r�^}U O:�;fiCv�')t".•Psi aQ'.il:`-"dl+f� c� 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 I(OXA9 virtu PC36 `s (Descr' tion) P h 4. Estimated Cost Fee i (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 toed t 1 �IGU.co P eo'-p-- 14. Names of Owner of premises Address '4-$S Qc� Phone No.91-4 ?,(�n Name of Architect Address Phone No Naive of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO A * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO pL-- * 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 V-- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF stejF1*j& �I.s ,� `�C�Q�^� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing co ract) above named, (S)He is the Q (Con actor,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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ 07 D--- day of Oe-CFA16 Ce- 20 2,O ZVNotary Public LAUREN M.MCKISSIGK Sign hire of Applicant 001M Public,state of New ma NO.OIMC6342308 CommissionExpires may county Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Arlpy� residing at 6 5 Ookuk3c�d (Print property owner's name) (Mailing Address) do hereby 4uthorize (Agent) L)c- — T Ebb Pte_ to apply on my behalf to the Southold Building Department. (0 ei s Signature) (Date) � Da k (Print OVA'ner's Name) mace-;�6- AJy 113 _ �'BUILDING DEPARTMENT Electrical Inspector c oy ® MAR `2' 3 2021 TOWN QF SOUTHOLD Box 1179 _ Town HW,Anne5c.--,M37+5 :Main Road.-.F'O Southold; New York 11971-0959 a Telephone (83''1) 765-1'802 - FAX{631 765-9502 . • , , ro "•�:r rietle�f�wn_soutihoid.n�r.us ' L APPLICATION FOR ELECTRICAL.INSPECTION G Date: .2-0; 1 REQUESTED BY: Company Name: . (: �1 J;r•i' c� _�� �F' Name: •6- A'..Cttd (`' , eai�: - � - ,i<? / t� nl License No.. Phone No:: (3 `.76 7. &ff-3 - Ei h JOS SITE INFORMATION: (All Information. Required), Name: r �-r✓1� � ;_ S /!> /J� 0-717 Address: lee,_ � Cross Street: --- Phone Na.: r 3,� !� 7 �,�' _-. - -- .... - Bidg.Permi# email; Fax Map District: 1 Q00 Section; Block: Lot: BRIEF DESCRIPTION OF WORK(Please Pript CleadY) Circle All That Apply.', ? � YES NC? � � Rough 16" iz Final Is job ready for inspedtion.: Do you need a Temp Certificate?.' YES y NO • Issued On Temp Information: " (All information required) Old Meter# Service Size 'I Ph 3 Ph Size: . ___ _ rA #QQeters ___ -- New Service- Fire Reconnect- Flood Reconnect- Service Reconnected-Underground -Overhead #Underground Laterals 1 2 H Frame Pale „ UVc�t k lane on Service'? Y N Additional Information: ... -------------- pA DUE W'ITH7;iA'PLICATIQR ' 82-Request for Inspection Formods S0F � Scott A. Russell ��{-�` r_�C =~, {� ��. �T(O�)C���[���A`7C')E)E� SUPERVISOR MANAG)ENUENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ��-y Cj`- Town of►So u th o l d CHMI TER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) I4' )<DOIES TMS I ROJE I" INVOLVE AT4Y of THE F011k)WING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more t � than 5,000 square feet of ground sur.face. { ElB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 1 [] E. Site preparation within the,one-hundred-year floodplain as depicted s I on FIRM Map of any watercourse. E 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 ControlPlan and a completed Check List Form to the Tluilding Department with your Building Permit Application. API?I_ICA►V7;: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 _. �,,` District �7 NAME_ s` ��,� �10 Tom.. 3_. 5..,__ olsol w,,, _._. _ ._...............___. __� .__.._ .__ Section Block Lot FOR. Bl! LDIN1:, DEPARTNIENT t6f.. ONL I "F Contact Information `- :t dry,nax�uma,: Reviewed By: Date: _..__._.... Property Address / Location of C'onstruc(ion Work -- Approved for processing Building,Permit. ...... Slorrnwater Managemenl Control Plan Not Required I �.�. Stormwater Management Control Plan is Required (Forwatd to Erigmeering Departmenl for Review) FORM SIvICP -- TOS IMAY 20111 _^°r�ICAiNT: ! CHAPTER !'ropc ry O�.�er.Geaigr.profesionzi.Agent,Conrracror,Orherf S.C.T.M. '�: hQ0 =`vs'y %;^ CHAPTER 236 a Stormwater Management Control Plan CHECK LIST ,•tib= f Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: "G' c The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! "• c •e Plan, drawn :o sc :e No, Less :hat 60' to the inch MUST I—T �--� If You answered No or NA to any Item, Please Provide Justification Here! o; 'he oiiow,ng ..ems: �IYESIF N011�t1 NA11; If you need additional room for explanations, Please Provide additional Paper a Locatumuecri,.l;on o' Property B-o ndaries t t �".. -o al Site Lxisting - Nawra: . . 'san viade ;'eatures within 500 L,F. ` of the Site Bounda--," as required b•, §236-17(C)(2). d Test Hole Data Indicati,- Soil Characteristics&iepth to Ground Water. C Llrnirs of Cleari;:g & Area o; Propo'eu Land Disturbance. tl fi�4 , I �Xistin �' Procosed Contours of the Site (Minimum 2'Intervals) t != g L-•_atiolt of all existing u proposed structures, roads, ' .dl iveways, sidewalks, di•ai::a'Re improvements &utilities. l Spot Grades " Finish Floor Elevations for all existing & i propr�sed structures. gation of proose S:!immi.ng Poo1 and discharge rir:g: Location of cro:-,e•<ed Soil Stockpile Area(s). k Location of rroposed Construction Entrance,Stzgina Area(s). I Location of proposed concrete washout area(s). Location of ail �rccascd erosion 8 sediment control measures. j 2 S,ormwater Management Control Plan must include Calculations showing that the;tornwaier improvements are sized to capture,store,and infiltrate I on-stle the run-off from all impervious surfaces generated by a two(21 Inch rainfall /storm event. l; DFtolls Seci ional Drawines for Stormwater practices are required for approval. t !(ems requiring details shall include but not be limited to: Erosion & Sedit teiit Controls. h. • Constluctl..,o ir Entrance. ance & Site Access, Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) iii LAeaChll"l: SIl"uCtUreS _ infiltration baslrs,swa;es.etc.) 1N11--N T USE ONLY l I 0 Additional Information is Required. Stormwater Management Control Plan is Not Complete. t Stormwater Management Control Plan is Complete. Date SMCP has been approved by the Engineering Department. l If A ., rrf. A . -T` .�r4• •Q:, - 'w,.-•'r�.Y,'N•S 1..:-r,-, 5�)'t:•S..i.:4.�}�'.'.- ,�:. �:!' __•..�. - 5 -- A s ��_. ,:. _MIA PROP - T.: u �} ` 1 1. FOR[`l i N.63 05 36`rE• _? V V D I V �� BA- O . 32C ;' -� Z =�JCr� 'F.El:IC7�` _ _�<•..:,.r:;.v_„;�,c,-,�c' '•se'.-5:3%z°;r.•:-:� .� _ ;I ” AT o = . - .�-O� -T N OL3 SUFO LK COUNTY, :: . 5.8 3 o qLE.. g.O o KNOLL . ARF.�t ::.15,400 SQ•. T. Mo�vOMEN fi, -_�__._._-.�-�-.-.._.�-�- +,,,G• �"L ,�_ :+:.'fit.- _ J' .:_�..-1:IJ 'vj..�:-'- '.:J �' "•• "-`rte.,.'.=r✓'- 7, OA K wDO D � :TO _ ._.._� Y" -4q1_l�l".is f'; �: _e- ,c awl.'•._ _:.J�� 7�.: 1x�c.� 1i .�r� ' -�. _ .Y z•'r ,`�c�,c.�,,,'�,+{a:Fi��A -s-. �i•.�:trT' i•: r'_r'`c_. - -•s = a S -- ,. - •tS _ :: _'r`i�, •1� '•:1%�:'a,•-•�j.",.:?v��.p t:'Y�.:• ��. •+�:' 'rte•-•:`•a:: �::• 'ill: '�> r �a �{ c..f - '�+.�- «��V' -,:•., .a •.C'• ,a ,i. Ai- -A T Q ;'� ,,..az:• J% - 18.V 1�/�•_C'' S'TI' rJ:'.F:' +QQ -1':y.: �a 7.:��...• �'Il ,!;• ,`ar:. ; ::.r,:, 'f? 1. 'F��-��I.{•^' �.,>:f: _f T I •�' .`. 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Myh•f',a- r-R;p,t4�z+r': � 'a•.;tY �„Y,; .�.: •i:..ya;t��C.= +••'S4tt�.t��•:'• - •?'�31•.'�l'Y.• w a - i r ryM'1t,•' `:rZ"'�• S!^a rv..� l.. - ,7_�^ :�'.+d y.�. t•. .. _�i.• 1• � .i - 'tt/..•���r i.; rt F,(:. ,vrttat_ _.t; .�Y.:4•r�s,^ t.z'�!�'i.''3• il:,� �=�:.e< i.�:.. :{�,��1' F��'•�;•••:•e l�1r 1 ��s:. t'�. rl'�'t It�. ry-_crx-� yi�'�er'3.`:J -%,:;�� _ '�: ���y:r;',.; t� •;�`1_ �4i+�E'f �=7`' ,1;+���f'�-}`}�y��i[;_7 -O,Yt -� v ,. ,• .'l��.t., S= N. 4.ISr...__•!:isv��F_...=aa:.__''—'.___.,__,.__a:.�_: .,._:.ti;:4:�1t,`.ak..ic'.!iidr�..__._._•.�...■._f.,�._.__'}1:_.� .�— ic:.�_::._-��r.re�a r.t�. . Hi: _'1...�7r. ee.:..4�': .. �.; .+i"C�...R!.. __a 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, 17! _ TEMPORARY BARRIERS R326.4.1: (;C'?IV'FL`( WITH ALL CODcS OF' GAO S�'�� TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. SPI?OV�'D ` Ic0 I h:� NEW YORK STATE & TOWN CODES �%`�'C��O f� 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 a( � O O O 3.SECTION R326.7 POOL ALARM REQUIRED. DATE: b__lz AS REQUIRED EOU I RED P. SOF �;� 4.POOL SHALL COMPLY WITH BARRIER REQUIREMENTS SECTION R326.4. 1.THE TOP OF THE TSHALL REMAIN IN LEMPORAR BARR ERS ALLCE UNTIL A PERMANENT BARRIER IN COMPLIANCE BE AT LEAST 48 INCHES(21TH SECTION R326.4.2 IS PROVIDED. 19 M ABOVE GRADE MEASURED ON THE SIDE OF THE B.P.# 1.1 �2 'O( �O C FT �� 5.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. FEE [.) - , P'' _� SOUTHOLD TOWN ZBA ���.�O,yOQ R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). WITHIN EITHER OF THE FOLLOWING PERIODS: NOTIFY BUILDING J C _ AR 1 OR E SOUTHOLD TOWN -N, NG BOARD �4 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 765-1802 8r'li+� TO 4 Ph.9 FOR THE SECTION R403.10.2 TIME FOLLOWING INSPEC FIONS: _ _ SOR WP TRUSTEcS ,1 POOL;OR SECTION R403.10.3 COVERS 1. FOUNDATION - TWO REQUIRED 8' 20' B)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL. J I.S. EC 6.REBAR SHALL BE 3 MIN.CLEAR TO EARTH. FOR POURED CONCRETE 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY PERMANENT BARRIER R326.4.2: WITH ALL LOCAL ZONING REQUIREMENTS. 2. INSULATION - FRA"SING & PLUM aI (i 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 3. INSULATION SPA SAFETY ACT. THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER 4. FINAL - CONSTRUCTION MUS 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 BE COMPLETE FOR C.O. 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 BEAT GROUND LEVEL,OR MOUNTED ON TOP ALL CONSTRUCTION SHALL MET THE 4' 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 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. SECTIONS R326.4.2.2 AND R326.4.2.3. REQUIREMENTS OF THE CODES F NEW 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 YORK STATE. NOT RESPONSIBL FOR F' F �'•! ` " F'" f �" FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. DESIGN OR CONSTRUCTION E ROBS. 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 P C F 14.NO DIVING EQUIPMENT PERMITTED. HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING 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 T. STEPS (VINYL 16.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 OVER CONCRETE) 17.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 785 OAKWOOD DRIVE,SOUTHOLD,N.Y.11971 INCHES(44 MM)IN WIDTH. ONLY. 4.WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE 1��"T.""?!5►cf,?Pi"�iltr^.RQN REQUIRED ~ 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 41NCHES(102 DIAMETERS. MM).WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1- 3/4 INCHES(44 MM IN WIDTH. 22' 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). 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS GENERAL NOTES: SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM). 20' 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING PROPOSED 1. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, REQUIREMENTS: VINYL SWIMMING POOL 16' 18' PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THETECHNIQUES OR PROCEDURES UTILIZED BY THE A LU E OF THEOCONTRACTOR TO R THE SAFETY CARRY AWAY F OM THE POOL.BE SELF-CLOSING.IN ADDITION,IF THE GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD, 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 544 S.F. 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. ALL THE 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. CONTINUOUS CONCRETE 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 MEET THE WALL (SEE DETAIL THIS SPECIFICATIONS,LATEST EDITION. APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS LINE OF SHEET) SHALL BE MET: COPING 4. ALL FILUBACKFILL SHALL BE SELECT GRANULAR MATERIAL,COMPACTED TO 95%MAXIMUM l.a. DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN 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 THROUGHOUT THE 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 32' 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 34' 2. OTHER APPROVED MEANS OF PROTECTION,SUCH AS SELF-CLOSING DOORS WITH SELF-LATCHING DEVICES,SHALL BE ACCEPTABLE SO 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. POOL PLAN 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 MEETTHE APPLICABLE BARRIER REQUIRMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.8.WHERE THE MEANS OF ACCESS IS A LADDER OR SCALE: 1/4" = V-0" NOTE:THIS IS ANON-DIVING POOL 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 TRACK FOR THROUGH R326.4.2.8. VINYL LINER VINYL LINER a ENTRAPMENT PROTECTION R326.5: 101, e: SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, FOAM PADDING 3,500 PSI SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, e CONCRETE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. Q 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/ Ile APSP/ICC 7,WHERE APPLICABLE. 32' v SUCTION OUTLETS R326.6: SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, #4 REBAR TOP, < SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, 3'-10" MIDDLE&BOT. 48 SHALL BE PROTECTED AGAINST USER ENTRAPMENT. �y 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. 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 a 4 (457MM BY 584 MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. --_ #4 REBAR 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF CONCRETE WALL EVERY 2'O.C. _ SHOULD GRATE COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST SEE DETAIL THIS ( J, VERTICAL ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS: SHEET) 2"BOTTOM 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR -, ;1= MATERIAL 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 I- MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED _ - T SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VA -!':',-_'!i.-.,1!:-_' -! !��''-; !-''i_;I'_-'i!I I- - - i j- 1-,I i=i' _ I i=i I I= i;=i I i=,j I=i I i- ':i= 1=i I i-�I i-�i(.-�I�-_': i=�I i=-:•;� ,.- - VACUUM RELIEF-PROTECTED LINE TO THE PUMP OR - UNDISTURBED EARTH PUMPS. 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES UNDISTURBED EARTH TYPICAL WALL DETAIL AND NOT MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENTTO THE SKIMMER. SWIMMING POOL AND SPA ALARMS R326.7: SCALE:3/4"= V-0" APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006, TA SAND BOTTOM SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS TAMPED & ROLLED SECTION A-A SPECIFICATIONS FOR POOL ALARMS),AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. SCALE: 1/4" = 1�-0" 1.WALLS SHALL BEAR ON UNDISTURBED SOIL 1.A HOT UB OR SPA EQUIPPED WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F1346. 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,GRAVELOR OTHER NON-EXPANSIVE MATERIAL 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 ATANY 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 1 1/2"TO WASTE POOLSIDE AND INSIDE THE DWELLING. HAIR&LINT STRAINER R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS PUMP SECTION. FILTER AUTO SKIMMER NO. DATE DESCRIPTION gy OWNER: PROPOSED SWIMMING POOL PLAN DeMarco Residence POOL 785 Oakwood Drive DEMARCO RESIDENCE BACK TO POOL Southold,N.Y.11971 785 OAKWOOD DRIVE SITUATED AT APPLICANT: SCHEMATIC PIPING ARRANGEMENT DeMarco Residence SOUTHOLD 785 Oakwood Drive TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK NOT TO SCALE Southold,N.Y.11971 S.C.T.M. DISTRICT 1000, SECTION 70, BLOCK 13, LOT 8 NOTE: NO MAIN DRAINS ARE PROPOSED. HM ENGINEERING, P.C. P.O. BOX 914, EAST NORTHPORT, N.Y. 11731 PHONE (516)476-5392 FAX(631) 980-7671 WWW.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 PROJECT NO.: 20163 SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT !V u WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF / DATE: DECEMBER 21,2020 DRAWING NO.: RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. ECD SHAVE DESIGN ROFESS ONALS THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, RAISADSEALAND SIGNAWREINBLUE S-101 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