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HomeMy WebLinkAbout45644-Z o�Og�FFOLk�pG Town of Southold 5/31/2022 a y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43040 Date: 5/25/2022 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2135 Willow Dr,East Marion SCTM#: 473889 Sec/Block/Lot: 22.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2020 pursuant to which Building Permit No. 45644 dated 1/5/2021 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: accessory in-ground swimming pool fenced to code as applied for per ZBA#7662, dated 5/19/2022. The certificate is issued to Modern Age Builders Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45644 3/24/2022 PLUMBERS CERTIFICATION DATED c riz d ignature o�gOfFolK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 45644 Date: 1/5/2021 Permission is hereby granted to: Maliarakis, Stamatios 7 Marwood Rd N Port Washington, NY 11050 To: construct an accessory in-ground swimming pool as applied for. At premises located at: 2135 Willow Dr, East Marion SCTM #473889 Sec/Block/Lot# 22.-5-1 Pursuant to application dated 12/14/2020 and approved by the Building Inspector. To expire on 7/7/2022. Fees: IN-GROUND SWIMMING POOL $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building In pF SOUr�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviina-town.southold.nv.us Southold,NY 11971-0959 COU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Modern Age Builders Corp Address: 2135 Willow Dr city:East Marion st: NY zip: 11939 Building Permit* 45644 Section: 22 Block: 5 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 4'LED Exit Fixtures Pump 1 Other Equipment: Pump 220GFI, Heater, Intermatic 4 Circuit/4 Used Notes: " AS BUILT NO VISUAL DEFECTS " Pool Inspector Signature: Date: March 24, 2022 S.Devlin-Cert Electrical Compliance Form SOF SOUTy lU q,t s o� S `-I Intl f v✓�� # # TOWN-OF'SOUTHOLD BUILDING DEPT. - �o . �o `ycourm,� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. =] FOUNDATION2ND [ ] '-INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CFHMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT,CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Lr ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OUIIJ d2 c(d 11 ,LAf f DATE 2 7i INSPECTOR �aOE SOUTyO -S L — - 2 I s • `i II oma" �o � y �v ! * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: vep�o -42-- AOF a � Cin _ DATE h5' INSPECTOR 1/21/22, 12:31 PM IMG_0506.jpg t»;. k { u - T https://mai l.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGmtXJ FfkSkgBzhitVMmmJ DTWJC?projector=1 1/1 1/21/22, 12:31 PM IMG_0507.jpg p y�_ hftps://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGmtXJFfkSkgBzhltVMmmJDTWJC?projector=1 1/1 F�ELI2;INSPEC 01�T REF�IRT VA-TE f ... r G FOU Di-khON(1ST) ............---......... -- FOUNDATION(ZND) ' ROUGH k'RAIVITNG& ; •. .. •. . " � y PLUMBING 1 INS,4ATIONIER N..Y. STATE ENNERCY COD :T INAL " Plav It,-400.190 T7)A ---' -gAm4hf . . ' .0 ' ` 1 \. A q�zrr�, 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.southoldtownny.gov For Office Use Only 'r ' r � to Rete e� 1 �j PERMIT NOM �u` � Building ICt or: EF DEC 1 4 2020 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's . - Authorization form(Page 2)shall be completed. ; -APPciC--A7'ION":'FA _ UIL,DING--P.ERI�IT ;`- Date: 0-9,A 0 .. afl/N I{5 ? PI ?Fitt Y .V Name: rn /C Tax Map#:SCTM#1000- 57— . .' . Physical Address: W.k 1 f�.Y�C ova. �-LJ ,F Phone#: &S J _ 7� 7 Email:_ IQ w ORL410ap merle 64 I&Vcont Mailing Address: a-v _ Name... -37C no Mailing Address: ra, y Phone#: _9 . E _.. .DESIGN PR`F_. O ESSIONAL INFO RMATOON flame: rr`. Mailing Address: Phone#:_5—/� , -3� Email: r}'�Cz2R� �. lieIn . :C ONTRACTORINFORMATIOIV"c Name: Mailing Address: Akye —ftye - Phone#: ��-_. .. e . rt�.�_ Email: _ ®. '' DESCRIPTION OF PROPOSED CONSTrRUCTION:__. ❑New Structure ❑Addition ❑Alteration ❑Repair ❑DemolitionEstimat4d"Eost of Project: ther PIr 0 l -C- ' Will the lot be re-graded? Imes []No Will excess fill be removed from premises? ❑Yes Coo PROPERTYINFORIVIATION :. Existing use of property: ` ;� _,�•� Intended use of property: eS� ° • Datof I?.urchase: Name of Former Owner: l CO 5 1 t 71 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Mo IF YES, PROVIDE A COPY. ,'DCheck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized.inspectors on premises and In buildingis)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. pp Submitted By(print name): —�— ,PZkuthorized Agent ❑Owner Application Submi,._• .. ._ ., .:.. . ....._._•_. `.J�.1�(1\�.t'........�.-�.'e�S. Signature of Applicant: Date: d STATE OF NEW YORK) S COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best r k I dg belief;and that the work will be performed in the manner set forth in the application filet r I � rday fore m his J��oiuDter�r Publi"State of New York,o 20 X10 "I FR6'i 12394 OuNwigry Puuflaaloi4 County Commission I Expires JUDY 6,2 MUM (iVUhere��he,appPicant�irnot�the�owneik)�=-_ I, r1_-42g3- (112_PLAfl residing at (e �� o hereby authorize �GYI t1�t� '� to apply on my behalf to the Town of Southold Building Department for approval as described herein. sun is Signature Date R0AQ ` Print Owner's Name rrte ` S $ e� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 lu �� Telephone(631)765-9802 Fax(631) 765-9502 https://www.soutlioldtownnv..Rov Date Received APPLICATION FOR BUILDING PERMIT 01SAPPROV, A' For Office Use Only � E C " W E PERMIT NO. Building Inspector: DD FEB o ?�q� Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: - - c2,.I-, OWNER(S)OF PROPERTY: Name: -tkQ 16WJJf S SCTM #1000- off--5 - Project Address: -�O1� 2)n-v-P_ ERS Phone#: &E/ _ 7LO 7 ^ 4Q O I 7E-mail, 4e(4 odeYrw eh b Con Mailing Address: v S 12ZZZ, QI CONTACT PERSON: II Name: Mailing Address: I Phone#: �3 I _ 5b2—Z 2L-IF Email: e 062-Z 6)1(1)6D C DESIGN PROFESSIONAL INFORMATION: Name: SqLQ&b Klecere_ S Mailing Address: -7 7 Phone#: /„J?/ r F _ 3 Email: A�e te @y b phho_q i CONTRAC`T-OR INFORMATION: Name: CS Q,m-e 6u Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION []NewStructure ❑Addition ❑Altera on ❑Repair ❑Demolition Estimated Cost of Project: Other - 'fl` - - InC� $ �.5� ono , 00 Will the lot be re-graded? ❑Yes 010 Will excess fill be removed from premises? ❑Yes 2<0 1 A. PROPERTY INFORMATION Existing use of property: SI e rn im, Intended use of property: S r Zone or use district in which premises is situated: Are there any covenantsyd restrictions with respect to this property? ❑Yes YNo IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): n eds ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) o SS: COUNTY OF AdK J�— ) ^' no /'-(ter Lec�S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of tu a Y-Y 20 -xMinS Notary Public ?cO� X00 C0% 0_ ®24 9 o p PROPERTY OWNER AUTHORIZATION cl) 0 - Mi o� ti's (Where the applicant is not the owner) �O61,�o'50� I, I -residing at—� I V Y5 �+ I 2-1 4e C Q^ado hereby authorize ��)�:n r)( 47f Y- -Q to apply on my behalf to th own of Southold Building Department for approval as described herein. ner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 3, 2022 TO: Jennifer Leeds (Modern Age Home Builders) 134 Sequoia Drive Coram,NY 11727 Please take notice that your application dated February 1, 2022: For permit: to legalize an"as built" 6 foot metal fence at: Location of property: 2135 Willow Drive, East Marion NY County Tax Map No. 1000— Section 22 Block 5 Lot 1 Is returned herewith and disapproved on the following grounds: The"as built" fence is not permitted pursuant to Article XXII Section 280-105C, which states; "When located in or along a secondaa front yard,the same shall not exceed 6 1/2feet in height and shall be set back from the secondary front yard line no less than 10 feet." The existing 6 foot metal fence in the secondary front yard is located at 6 inches from the secondary front grope . line. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. 2, BOARD MEMBERS Southold Town Hall so Leslie Kanes Weisman,Chairperson �� 53095 Main Road • P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor, � � �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��+ �,�UITN Southold,NY 11971 , .:: r�, ;7I-�, r-` RECEIVE® IJ �' ��� http://southoldtownny.gov l5 �,Z•a�-� t ti E-9 ZONING BOARD OF APPEALS Xouthold 2022 ult1 MAY 2 5 2022 TOWN OF SOUTHOLD „r...�.;rt u Y-,TT a,nr Tel.(631) 765-1809 -Fax (631) 765-9064 Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 19, 2022 ZBA FILE: #7662 NAME OF APPLICANT: Modern Age Home Builders PROPERTY LOCATION: 2135 Willow Drive, East Marion SCTM 4 1000-22-5-1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk 'County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 40,644.56 parcel located in an R-40 Zoning District. The parcel runs 130.763 feet along Willow Drive on the South side and curves and runs 209.88 feet along Willow drive on the East side, The parcel runs 213.14 feet on the North side and 258.13 feet on the West side. The parcel is improved with a two story frame residence, an attached garage, an open porch, an in-ground swimming pool, and a paver patio. All is shown on a survey prepared by Angelo Joseph Cecere, L.L.S. dated October 14,2020 and last updated February 2, 2022. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-105C; and Building Inspector's March 3, 2022 Notice of Disapproval based on an application for a permit to legalize an "as-built"six(6)foot metal fence, at; 1) six (6) foot high fencing is set back less than the permitted minimum 10 feet from the secondary front yard property line, located at 2135 Willow Drive, East Marion, SCTM No. 1000-22-5-1. RELIEF REQUESTED: The applicant requests a variance legalize a six (6) foot high metal fence that is located 6 inches from the property line in a secondary front yard location where Town Code requires that fences greater than 4 feet in height be a minimum of 10 feet from a secondary front property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 5,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: d� Page 2, May 19, 2022 #7662, Modern Age Home Builders SCTM No. 1000-22-5-1 1. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a modern subdivision which consists of single-family homes on 40,0000 square foot lots. The non-conforming fence is located 10 feet from the road edge and visually appears to be 10 feet from the property line. The fence is a metal fence that consisting of open pickets that can be seen through. A large buffer of mature trees exists inside the fenced area. Granting of the requested variance relief will not change the character of the neighborhood. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build the fence in a code conforming location. However,the fence was located where it is to avoid cutting down a large buffer of existing mature trees and landscaping that visually block from view an existing inground swimming pool in the applicant's rear yard 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 95% relief from the code. However, the fence is relatively transparent and will not affect the character of the neighborhood. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a fence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for,and shown on the survey prepared by Angelo Joseph Cecere,L.L.S., last revised February 2, 2022. SUBJECT TO THE FOLLOWING CONDITIONS• 1) If the subject "as built"fence is removed, this variance will become null and void and a new fence must be placed in a Town Code conforming location. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3, May 19,2022 #7662, Modern Age Home Builders SCTM No. 1000-22-5-1 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson)Dantes, and Acampora. This Resolution was duly adopted (3-0) (Member Lehnert absent, Member Planamento recused). r Leslie Kanes Weisman, Chairperson Approved for filing J6 /2022 'UfFpl BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOL ^ 7 r{' �f o Town Hall Annex -�54375 Main Ro '� Southold, New York 11 - 59 r S ,1 y� p' Telephone (631);765-1802 - F ( 1) 9�Q�20 r rogerr(a�southoldtownny.gov -- seand(c�southc��,tQwnny.gov pwN OF SOF APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN ! FORMATION (All Information Required} Date: y a) Company Name: nlrn, Name: Ui ('i10 License No.: i4gemail: r Cbry) Phone No: 3(-�rj _apq [�I request anemail copy of Certificate of Compliance Address.: AUr .. 1j -- — JOB SITE INFORMATION (All Information Required) Name: ,M r fL 1 Address: 1 Zy MQL" n Cross Street: Phone No:` 3i- o4-D^1I Bldg.Permit# 5: email:t u 'a ' eor .coy-,I Tax Map District: 1000 Section: Block: Jr Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly); �l ooI W tnr�1 ' Check All That Apply: Is job ready for inspection?-. [-]YES NCO ❑Rough In ❑Final Do you need a Temp Certificate?: [:]YES [�NQ Issued On Temp Information: (All information required) , Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: W'111 Ca tl r I,n� 1 o n PAYMENT DUE WITH APPLICATION CP X/�_ Electrical Inspection Form 2020.xlsx n PERMIT# Address: Switches fr Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Wap Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments: A 600C) - 'a - Jennifer Leeds Land Use Expediting Services. 134 Sequoia Drive Coram,New York 11727 631-509-4249 JenniferLeeds0255@gmail.com February 6, 2022 Connie Bunch Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: 2135 Willow Drive, East Marion Dear Connie: Enclosed herein you will find the following items for your review to issue a disapproval letter so that we can apply to the Zoning Board of Appeals to request the necessary variances. • Building permit application • 2 surveys showing the existing fence from Angelo J. Cecere, LS • Check made payable to the Town of Southold in the amount of$50.00 for the review fee. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, 4J *fer Lee s CC: Modern Age Building Corp. SURVEY OF PROPERTY _SUBDIVISION MAP OFAQUAVIEW PARK-FILE MAP NO.5621 LOT 1 - MAP OF MAP LINE N78008`40"E 213. 14 s3 x N, HIGHPOINT AT EAST MARION SEC. l _ MON.FND. MAP LINE � i MON.FND. 0.2'S 6' METAL FENGE 0.2'5 P. MON.FND. FILED:JANUARY ] 1, 1984-MAP NO.7680 ° Vo W N ec39 x3s� SITUATE N °0 EAST MARION �O_ 43 X20 TOWN OF SOUTHOLD j C� SUFFOLK COUNTY, N.Y. SET STAKE 3s23x39ss TAX MAP NO.: 1000-022.00.05.00-001.000 WELL N� 50.0 wiD LOT AREA:40,644.56 S.F. (0.933 ACRES) P06`_IC �( RANTO' w DATE SURVEYED:OCT. 14,2020 LI FND.LOC.SURVEY:MARCH 2,2021 LOT 1 FINAL SURVEY:OCT. 14, 202] m UPDATED SURVEY: FEB.'2, 2022 ' CLEARING LINE r I.t1 0 -ELEVATIONS REFER TO NAVD88. I. L y, i {.-.a 0 30 60 a O Feet e .m SCALE: 1 IN = 3 O FEET 1 PAVER PATIO \ O CH 9� I @ F2 ' TC499 x4o CERTIFIED TO: 4 WASSIM DIAB&SARA AHMED STAKE m 20 x 40 METRO TITLE AND SETTLEMENT AGENCY.INC. SET \4 IN GROUND POOL m CITIBANK,NA \ VACANT LAND 78. 1 ' N 04 OUTDOOR LOT 2 SHOWER 810x8'DEEP STAKE O SET DRYWELL N l I,— o W N YJ� µN�. O PL -1 j 0 „'_.o 37.8 CELLAR O L4 01 +41.03 S"'•' 6 Bldg Dept copy from ZBA A.C. 2 STORY 24 3 N Final.review O Tents UNrrd FRAME ZBA File# � a RESIDENCE Date / SANITARY LOCATION o I0n m F.FL.=43.05 0 M V I N RIDGE=6e.48 GARAGE m S.T. L.P. 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(0.933 ACRES) WELL OF W Y DATE SURVEYED:OCT. 14,2020 FND.LOC.SURVEY:MARCH 2,2021 LOT 1 FINAL SURVEY:OCT. 14, 2021 I w co UPDATED SURVEY: FEB. 2,2022 i � LINE Z CLEARING w i\ LLI O -ELEVATIONS REFER TO NIAVD88. II S 0 30 60 > Feet 3 ,A O SCALE: 1 INCH= 30 FEET O 1 ` Y PAVER PATIO CERTIFIED TO: WASSIM DIAB&SARA AHMED \m 2 ° STAKE 20 x 40 METRO TITLE AND SETTLEMENT AGENCY,INC. SET IN GROUND POOL m CITIBANK,NAEL <\ VACANT LAND =� 78. V Imo;, N LOT 2 % OUTDOOR SHOWER 810X8'DEEP STAKE N DRYWELL"al- SET [,[,( i i i • �\> WINDWELEV�VELL ► DWI - tuj o ��40y90+ 37.8 CELLAR \L. ✓ O ( ► •a ENTRY !� 2 STORY +41.03 N m / UNIT FRAME 24.3 c SANITARY LOCATION ; N RESIDENCE 0 0 O m F.FL.=43.05 GARAGE m q (n o S.T. L.P. RIDGE=68.48 G.FL=41.26 � 6' M AL FENCE � m J B.FL=34.43 A 24.5' 35.5' s 62.t' GATE 40.89+ 0 v D B 36' 36.5' GATE q U 40.87+ x 37.7 +41.05 1 O W 1,(�. 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TC, O2 �O� W FOR FOR LANDSUR`/EYSNOARI S EYTHENEW YOR/.STA'E;u ICIATION CF PROFESSIONAL LANU SUR'/;YOBS.INC.THE CEftTIF1CAili:\IS:If.fiT'eJ'V PSRSUNS , POOL \ ­1 U < O O 2 rHMS,U'MTHEEOUNCARY SURVEY­PIS PR=PARED.7:)THE TITLE Cbtt?t.N'/.TO THE DOVER\!RENS„!ACENCI'LNO TO TiE LENOiN.^^,IN5T1'RIRON L5 cG O.`: 9 O Q� ; T.-:IS E04'NDr�SUR'/EY!.V.F A � S T E LOCA.0 CATIONS H.D%,-R FRE:DOTTRA:wS.EN RAS 4O V o O - O G NE.CCAT:UN OF L'NOEP•.GROUNOIN.PRO\''E-``+.ENTT,s qR ENCROACH`t.Ehf:'S AAE N:JTf•LWAYS KNU'rYfi A.NU OFTEN MUGT dE F.STIMAT=G IF AN! VNOERGR:iUNO I.M?ROVEMENT50R ENURC AC!if to\TSE:THE PROPERTY FOR SPE-.11C Ei.RENJT AND USE EYD iH THEREFORE 0. I •�, 3 IDR Ci.Y,E.Y5fON5}SH^'1:V�-:ERE-^.\F'h0!J•TfiE 5TRUCTU�ESTO'?fE?ROPERIY LINES:.RE FOR hSPECIFIC?UR?OSEi,�.°C U:>E.LV]TriEREFORE % ARE.NOTlNTENDZD TO GUIDE THE ERc CT C,N o::FENCE5..4L1'.;INI,�2'i W+LLS.POOLS STAKES PATiUS Ph:i7NG iviEIS.�UCfiIU\S TJ BUiLCi\SS,ANJ A1'Y Oi}=ER:YPE S� O CF CONSTRUCTION. c-,� MON.FND. � UONLYSURVc'!5EEARI.\GTHcMALE?5EMs TONSGLSHOULD 8ERELIEUU�O�I^,INCEOTHER TYAY FA:P.OSSE{}SEAL Cpi.'iES!/4"COiV:NN VV% 3 9PRCMUR�L--.OANO UNUE7eCTAELE MC)UNCTSE_r S.PART orN,2ADURVE t,UAND S.7NLRS. 9PRO MEASREMERMRZFFRNTS'/SSU NOYFO AS P.'aR7CFTF.TSSVRVE'Y UNLESSUi3iERYJSENGTD, � � 9Oi22 57603 !/I0"W :O g1MEFSUREMENS ftEFERTO U.S SURVEY FOOT. y (W v Fj, t(t/ R=370.00 � In L-7.50 N �\ - _.-rri�i..AAA ��,ii SU iHq� v� -- p mac* ` T�,C3 CONCRETE CURB T�C39 �O435TJL- a J ,C, lig 11 V tt lf�.E.;I;�`�N� P�t4�.� X50 0 3 39`'2 g 96��� °�°2. `/O Pi D- -61 4, .• AND `4'� 1fS lZy�.j, ��.ii ^,.p .A-,_ ����i �i ,,.. - '•-1 O �2iSx T! Y 1 L® 1� Y DRIVE "4 42X OMAN H 0 i.. �l� �-'N� •�LA;�Y7�YU�r� _ O 770 MANHOLE m -j 1' r f � .C.OLIrIyIANy�Z�A z'C Ie9TEFtEi�4C1< ;.°.'fl11�1;.`I.I<`7'2® /� .r.. -;., �� l+ 0 CONCRETE CU B � .o f NGEK6 Jos PH CECERE °-- EMAIIL: AJC246COPTONLINE.NET1! PG _..... ROFES OP9Ai LAM®SURVEYOR aaaa� U POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS �x WITH ALL CObcS OF POOL POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TEMPORARY BARRIERS R326.4.1: TOWN OF SOUTHOLD CODE AND 2017 NATIONAL ELECTRIC CODE. r 1. E "t E MEW YORK STATE & TOWN COD lyse 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 �' � � "Q'}�""� AS RECUIRED 7D4N ONS OF �04, SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION RING INS PROVIDED. DATE: ' 2- B.P.4 R�cQvl 3.SECTION LL CO POOLALARMB REQUIRED. B.P. �" o " " 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 3 TO 6 5.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION �� BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. FEpl '2B Cad?.-- ' f" I NING BOARD CLEARANCE R403.30: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER NOTUILD:,i = 'ARTP. ,. T AT� UNDERWATER BETWEEN POOL POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). WITHIN EITHER OF THE FOLLOWING PERIODS: 765-1802 8 AM TO 4 i'M FOR THIS STEES LIGHT (�) AND WALL SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING SECTION R403.10.2 TIMESWITCHESB)90 DAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING POOL. FOLLOWING iNSPEGI IONS: SECTION R403.10.3 COVERS P OL•OR 1. FOUNDATION - TWO REQUIRED r r1 6.REBAR SHALL BE 3"MIN.CLEAR TO EARTH. ry�aDlATELI� FOR POURED CONCRETE ENCLOSE POOL TO CODE 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY PERMANENT BARRIER R326.4.2: WITH ALL LOCAL 2. ROUGH - FRAMING & PLU":�BING t 8.ALL DRAIN COVERS MNG EET 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 UPON COMPLETION THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER 3. INSULATION L>`WEORE"V'JATER" SPA SAFETY ACT. 4. FINAL - CONSTRUCTION M 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 BE AT GROUND LEVEL,OR MOUNTED ON TOP ALL CONSTRUCTION SHALL k!E:-:T T 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 71. 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 REQUIREMENTS OF THE CODES F iIVEW 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. SECTIONS R326.4.2.2 AND R326.4.2.3. YORK STATE. NOT RESPONSIB E FOR FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. DESIGN OR CONSTRUC v MORS. m "° "' £pv` A� ��` 4 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 �,. 14.NO DIVING EQUIPMENT PERMITTED. HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING - `\� A 15.POOL TO REMAIN PERMANENTLY FILLED. POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1-3/4 INCHES 44 MM I m_ �a�t' <_.<4 a .,'_..� . , . L"a,,, �_ / ( ) N WIDTH.WHERE A THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT BE GREATER THAN 1-3/4 16.CONTRACTOR SHALL VERIFY SOIL BEARING LOADS PRIOR TO INSTALLATION OF POOL. EU�t�G Tp�JN GppE, V t % ..` ) �._." c s e vss'r a !r 17.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 2135 WILLOW DRIVE,EAST MARION,N.Y.11939 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 �F THE - rT f d �' T T may, HORIZONTAL MEMBERS IS 45 INCHES 1143 MM OR MORE,SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES(102 DIAMETERS.RCING STEEL SHALL BE INTERMEDIATE GRADE BILLET STEEL WITH A MINIMUM LAP OF 30 BAR MM).WHERE THERE ARE DECORATIVE CUTOUTSWITHINVERTICAL MEMBERS,SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1- e �." 3/4 INCHES(44 MM IN WIDTH. S.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). 22' 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BYTHE DIAGONAL MEMBERS PROPOSED GENERAL NOTES: SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 7.GATES SHALL COMPLY WITH THE REQUIREMENTS S ) F SECTION R326.4..2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING VINYL SWIMMING POOL 12' CONTINUOUS 1. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, , REQUIREMENTS: 20' 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, 800 S.F. CONCRETE PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY AWAY FROM THE POOL. I WALL (SEE 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 DETAIL THIS ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 SHEET) 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. CORNER STEPS 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. (VINYL OVER 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 CONCRETE) LINE OF 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: 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 4, \ 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 THAIN 15 SECONDS; AND b.OPERABLE WINDOWS IN THE WALL OR WALLS USED AS A BARRIER SHRILL 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 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 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. do 40' 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. 42' TRACK FOR 9. WHERE AN ABOVE-GROUND POOL STRUCTURE IS USED AS A BARRIER, OR WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE,THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ANSI/APSP/ICC 4 AND MEET THE VINYL LINER 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: VINYL LINER 10" 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 POOL PLAN NOTE: FOAM PADDING 4 ! } I SPHERE;OR THIS IS ANON-DIVING POOL a 3,500 PSI I 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS R326.4.2.1 SCALE: 1/411 - 11-OII CONCRETE I '�-- THROUGH R326.4.2.8. _T *4 REBAR TOP, n _I I i { ! t ENTRAPMENT PROTECTION R326.S- MIDDLE&BOT. ` 42 I__ { I I- SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, I- I 6NDIs-ruRG3Eo SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTIOIN OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, a ° _ -EARTH SHALL BE PROTECTED AGAINST USER ENTRAPMENT. ° { ( {. I.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/ 40' v d ( I -�- APSP/ICC 7,WHERE APPLICABLE. } i I _ ` SUCTION OUTLETS R326.6: SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUTTHE 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. CONCRETE -f 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. -' I^-- I - I I I - I - 2.POOL AND SPA SUCTION OUTLETS SHALL HAVE A COVER THAT CONFORMS TO ANSI/ASME VIEW ACROSS CENTERLINE OF HOPPER WALL (SEE -- - / A112.19.8,ORAN181NCHX231NCH DETAIL THIS (457MM BY 584 MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. , - SHEET) 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 .!_ �i-M1 i,-�; .,,- II : TYPICAL WALL DETAIL ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS: T; j i_'I_ - 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR 3 SCALE: 3/4"= 1'-O" 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 UNDISTURBED EARTH MINIMUM HORIZONTAL OR VERTICAL DISTANCE OF 3 FESHALL SEPARATE THE OUTLETS.THESE SUCTION OUTLETS SHALL BE PIPED -� - - ILI ET_! {- SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINE TOTHE PUMP OR PUMPS. 1. 1.WALLS SHALL BEAR ON UNDISTURBED SOIL 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES 2" SAND BOTTOM 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. AND NOT MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER. TAMPED & ROLLED 3.BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER NON-EXPANSIVE MATERIAL SWIMMING POOL AND SPA ALARMS R326.7: 16' 14' 6' 4! APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006, SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS 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 SECTION A-A 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. SCALE: 1/4 = 1 I-0 POOL 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 1 1/2"TO WASTE 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 r HAIR&LINT STRAINER POOLSIDE AND INSIDE THE DWELLING. PUMP R326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARIMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS NOTE: SECTION. ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 FILTER AUTO SKIMMER RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION R326. NO. DATE DESCRIPTION BY POOL OWNERMODERN GE HOME BUIL PROPOSED SWIMMING POOL PLAN BACK TO POOL MODERN AGE HOME BUILDERS 2135 WILLOW DRIVE FOR EAST MARION,N.Y.11939 2135 WILLOW DRIVE CERTIFIED ONLY FOR SITUATED AT SCHEMATIC PIPING ARRANGEMENT CONSTRUCTION AT: EAST MARION NOT TO SCALE 2135 WILLOW DRI 11939 STOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK NOTE: EAST .C.T.M. DISTRICT 1000, SECTION 022, BLOCK 05, LOT 01 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 VNWW.HMARNIKA@OPTONLINE.NET C 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.: 20158 SHALL NOT BE REPRODUCED,ALTERED,OR TRANSFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT / WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OFTRUE PIES WfE DESIGNl BBIO s DATE: NOVEMBER 16,2020 DRAWING NO.: RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENT AND ATTACHMENT IS CARRIED TO COMPLETION. THIS WORK IS THE COPYRIGHT PROPERTY OF T14E ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, Eo sE AND SIGNNATUREATURE IN BLUE 17 U.S.C. ANY UNAUTHORIZED USE AND/OR REPRODUCTION OF THE DRAWINGS SHALL BE PROSECUTED UNDER THE FULL S-101 EXTENT OF THE LAW. P.E.SEAL AND SIGNATURE SCALE: AS SHOWN SHEET NO.: OF Cl-"R.+,rpPLY WITH ALL CODES OF POOL NOTES: 2020 RESIDENTIAL CODE OF NYS,SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS NF-_-W YORK STATE & TOWN CODES X14, 1.POOL AND PROPERTY TO CONFORM TO 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE, TEMPORARY BARRIERS R326.4.1: UI '��rEfl �� �`�O I D 7SOUTHN TLONS OF spropy 2. OOLS STOWN OF HUTHOLD CODE AND 2017 ALL CONFORM TO ANSI/APSP/ICC 5ASTANDARIDS R03DE. 26.3.1. AN OUTDOOR SWIMMING POOL,SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR CONSTRUCTION AND AS REQUIRED DATE: '!' Z B.P.# RFQlJj 3.SECTION R326.7 POOL ALARM REQUIRED. SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH SECTION R326.4.2 IS PROVIDED. RFp 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 �� 3 TO 6 5.POOL SHALL COMPLY WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS SECTION BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. FEE. (� • _ �:.,. ANNING BOARD CLEARANCE R403.10: 2.REPLACEMENT BY A PERMANENT BARRIER. A TEMPORARY BARRIER SHALL BE REPLACED BY A COMPLYING PERMANENT BARRIER NOTI Y BUILD."•iG .r`RTF: c: IT AT BETWEEN POOL POOLS AND PERMANENT SPA ENERGY CONSUMPTION(MANDATORY). WITHIN EITHER OF THE FOLLOWING PERIODS: UNDERWATER 765-1802 8 AM TO 4 PM FOR THE: USTEES LIGHT (�) AND WALL SECTION R403.10.1 HEATERS A)90 DAYS OF THE DATE OF ISSUANCE OF THE BUILDING PERMIT FOR THE INSTALLATION OR CONSTRUCTION OF THE SWIMMING FOLLOWING INSPECTIONS: SECTION 11403.10.2 TIMESWITCHES POOg)OLDAYS OF THE DATE OF COMMENCEMENT OF THE INSTALLATION OR CONSTRUCTION OFTHE SWIMMING POOL. I. FOU vDATION - TWO REQUIRED rt SECTION R403.10.3 COVERSt` E���T��Y 6.REBAR SHALL BE 3 MIN.CLEAR TO EARTH. FOR POURED CONCRETE ENCLOSE POOL TO CODE 7.LOCATION OF PROPOSED SWIMMING POOL AND POOL EQUIPMENT BY OTHERS AND SHALL COMPLY PERMANENT BARRIER R326.4.2: 2. ROUGH - FRAMING & PLU":1BING WITH ALL LOCAL ZONING REQUIREMENTS. UPON COMPLETION 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 FrJPE"WATER" SPA SAFETY ACT. THAT FACES AWAY FROM THE SWIMMING POOL.THE VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER 4. FINAL - CONSTRUCTION M 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 BE AT GROUND LEVEL,OR MOUNTED ON TOP ALL CONSTRUCTION SHALL ME=T' T14E, 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 REQUIREMENTS OF THE CODES DF NEIN 12.ENTRAPMENT PROTECTION REQUIRED SECTION R326.5. SECTIONS R326.4.2.2 AND R326.4.2.3. YORK STATE. NOT RESPONSIB E FOR " �"° °°" " " '"�'>1 d"i m"'' 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 3 `� 4' FEET OF POOL WALL FROM CONSTRUCTION EQUIPMENT OR ANY OTHER LOADING CONDITION IMPOSED CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. DESIGN OR CONSTRUCO� t N 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 C IPI �102 •� � � }• 14.NO DIVING EQUIPMENT PERMITTED. HORIZONTAL MEMBERS IS LESS THAN 45 INCHES(1143 MM),THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING A "� ' ` ' " ` ` A 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 ���'I� �� " `"' " ° -" '" 15.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 PU�ty " " '' ('' c.•tls i L- 17.THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT 2135 WILLOW DRIVE,EAST MARION,N.Y.11939 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 - _ •a v d , r-Y 'b`, 7 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. 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). 22' 6.WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS,THE MAXIMUM OPENING FORMED BY THE DIAGONAL MEMBERS PROPOSED GENERAL NOTES: SHALL BE NOT GREATER THAN 1-3/4 INCHES(44 MM). 7.GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11326.4.2.1 THROUGH R326.4.2.6 AND WITH THE FOLLOWING VINYL SWIMMING POOL 1. HM ENGINEERING,P.C.SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, REQUIREMENTS: 2O 2 CONTINUOUS 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, 800 S.F. CONCRETE PUBLIC OR CONTRACTOR'S EMPLOYEES,OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY AWAY FROM THE POOL. I WALL (SEE 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 DETAIL THIS ENCLOSURE)AND AT LEAST 40 INCHES(1016 MM)ABOVE GRADE. IN ADDITION,IF THE LATCH HANDLE IS LOCATED LESS THAN 54 SHEET) 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. CORNER STEPS 7.3. ALLTHE GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD PROOF LOCK SUFFICIENTTO PREVENT (VINYL OVER 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. 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 LINE OF SPECIFICATIONS,LATEST EDITION. APPLICABLE BARRIER REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGHT R326.4.2.6 AND ONE OF THE FOLLOWING CONDITIONS COPING SHALL BE MET: 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 q,' 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 PASSTHROUGH 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 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. 40' 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. 42' TRACK FOR 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 VINYL LINER 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: VINYL LINER JA 9.1. THE LADDER OR STEPS SHALL BE CAPABLE OF BEING SECURED,LOCKED OR REMOVED TO PREVENT ACCESS.WHEN THE LADDER OR NOTE: STEPS ARE SECURED,LOCKED OR REMOVED,ANY OPENINGS CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER POOL PLAN FOAM PADDING SPHERE;OR THIS IS A NON-DIVING POOL 3,500 PSI j --"' -- _ 9.2. THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF SECTIONS 11326.4.2.1 SCALE: 1/4" - 1�-0" CONCRETE ' �� THROUGH 11326.4.2.8. ! I ff ENTRAPMENT PROTECTION R326.5: #4 REBAR TOP, MIDDLE&BOT. E- SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA. SINGLE-OUTLET SYSTEMS, UNDISTURBED SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS,OR MULTIPLE SUCTION OUTLETS,WHETHER ISOLATED BY VALVES OR OTHERWISE, I-EARTH SHALL BE PROTECTED AGAINST USER ENTRAPMENT. 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CPSC 15 USC 8003 AND ANSI/ 3' 40' APSP/ICC 7,WHERE APPLICABLE. -4" I I { ' SUCTION OUTLETS R326.6: v + i 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, CONCRETE SHALL BE PROTECTED AGAINST USER ENTRAPMENT. --- 1.SUCTION OUTLETS MAY BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP/ICC 7. VIEW ACROSS CENTERLINE O F HOPPER WALL (SEE - -- j I t --! i---( 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 DETAIL THIS (457MM BY 584 MM)DRAIN GRATE OR LARGER,OR AN APPROVED CHANNEL DRAIN SYSTEM. SHEET) T 3.POOL AND SPA SINGLE-OR MULTIPLE-OUTLET CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF ' SHOULD GRATE h{{ _! !7-- !L.='I 1=1{ -:-J i --i == !!__!I!==-1 I _==i =_-: _ I�__ _I i $ COVERS LOCATED THERE IN BECOME MISSING OR BROKEN. THIS VACUUM RELIEF SYSTEM SHALL INCLUDE AT LEAST -- I TYPICAL WALL DETAIL ONE APPROVED OR ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN,AS FOLLOWS: 1.SAFTEY VACUUM RELEASE SYSTEM CONFORMING TO ASME A112.19.17;OR - -,. -. .- ,,- , -.. - ,,-- - --,..-_ -- . . --, SCALE:3/4"= 1'-0,. 3 2.AN APPROVED GRAVITY DRAINAGE SYSTEM. UNDISTURBED EARTH Q _ 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 _ SO THAT WATER IS DRAWN THROUGH THEM SIMUTANIOULSY THROUGH A VACUUM RELIEF-PROTECTED LINETOTHE PUMP OR PUMPS. - - _f-'- - �i^Ii' NOTES: 1- 4 I-= i =�;: -i - -"'' 1.WALLS SHALL BEAR ON UNDISTURBED SOIL 5.WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES 2" SAND BOTTOM - +,( i _.I I __.I I_ 2.ALL CONCRETE SHALL BE PLACED AS A MONOLITHIC POUR. AND NOT MORE THAN 12 INCHES BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER. TAMPED & ROLLED 3.BACKFILL MATERIAL TO BE SAND,GRAVEL OR OTHER NON-EXPANSIVE MATERIAL SWIMMING POOL AND SPA ALARMS R326.7: 16' 14' 6' 4' APPLICABILITY.A SWIMMING POOL OR SPA INSTALLED,CONSTRUCTED OR SUBSTANTIALLY MODIFIED AFTER DECEMBER 14,2006, SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM.POOL ALARMS SHALL COMPLY WITH ASTM F2208(STANDARDS 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 SECTION A-A WITH ASTM F1346. POOL ALARMS SHALL COMPLY WITH ASTM F2208,AND SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH THE SCALE: 1/4" = V-O" 3MANUFACTURER'S INSTRUCTIONS AND THIS SECTION. 26.7.3 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. 1 1/2"TO WASTE R326.7.2 ALARM ACTIVATION. POOL ALARMS SHALL ACTIVATE UPON DETECTING ENTRY INTO THE WATER AND SHALL SOUND HAIR&LINT STRAINER POOLSIDE AND INSIDE THE DWELLING. NOTE: PUMP 11326.7.3 PROHIBITED ALARMS. THE USE OF PERSONAL IMMERSION ALARMS SHALL NOT BE CONSTRUED AS COMPLIANCE WITH THIS ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH THE 2020 SECTION. RESIDENTIAL CODE OF NYS,INCLUDING THE SPECIFICATIONS IN SECTION 11326. FILTER AUTO SKIMMER NO. DATE DESCRIPTION BY POOL OWNER/APPLICANT: PROPOSED SWIMMING POOL PLAN BACK TO POOL MODERN AGE HOME BUILDERS 2135 WILLOW DRIVE FOR EAST MARION,N.Y.11939 2135 WILLOW DRIVE CERTIFIED ONLY FOR SITUATED AT SCHEMATIC PIPING ARRANGEMENT CONSTRUCTION AT: EAST MARION 2135 WILLOW DRIVE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK NOT TO SCALE NOTE: EAST MARION,N.Y.11939 S.C.T.M. DISTRICT 1000, SECTION 022, BLOCK 05, LOT 01 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 G 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.: 20158 SHALL NOT BE REPRODUCED,ALTERED,OR TRA14SFERRED IN ANY MANNER FOR THE SAME OR SIMILAR PROJECT WITHOUT WRITTEN CONSENT OF THE ENGINEER. THEY SHALL REMAIN THE PROPRIETY PROPERTY OF THE HEREIN ENGINEER OF TRUE ONES DESIGNPROF SSIO S DATE: NOVEMBER 16,2020 DRAWING NO.: RECORD,WHETHER OR NOT WORK DESCRIBED WITHIN THIS DOCUMENTAND ATTACHMENT IS CARRIED TO COMPLETION. Eos AND SIGNATURE IN BWE THIS WORK IS THE COPYRIGHT PROPERTY OF THE ENGINEER AND IS PROTECTED UNDER SECTION 102 OF THE COPYRIGHT ACT, 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