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HomeMy WebLinkAbout49371-Z o��oF soulyO` Town of Southold * * P.O. Box 1179 io 53095 Main Rd °fp�oUN"N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45778 Date: 11/20/2024 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 90 Dawn Dr Greenport, NY 11944 Sec/Block/Lot: 35.-5-11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/11/2023 Pursuant to which Building Permit No. 49371 and dated: 06/13/2023 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 #7753 dated 4/20/2023. The certificate is issued to: John Ryan Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49371 11/7/2024 PLUMBERS CERTIFICATION: 0Auto ed Signature �o�SUFFOI . o TOWN OF SOUTHOLD �cay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE �Eft 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#: 49371 Date: 6/13/2023 Permission is hereby granted to: Ryan Jr, John PO BOX 2120 Greenport, NY 11944 To: construct accessory in-ground swimming pool as applied for per ZBA approval. At premises located at: 90 Dawn Dr, Greenport SCTM #473889 Sec/Block/Lot# 35.-5-11 Pursuant to application dated 5/11/2023 and approved by the Building Inspector. To expire on 12/1212024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector pF SO!/r�ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 sean.devlin(a�town.southold.ny.us om 1 1 e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Ryan Jr. Address: 90 Dawn Dr city:Greenport st: NY zip: 11944 Building Permit#: 49371 Section: 35 Block: 5 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: PSR Electric License No: 4802ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New 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 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Intermatic Pool Panel 8 Circuit/6 Used, (2)Pump. 220GFI, Heater 220GFI, Salt- Generator, Lights 120GFI, Auto Cover w/ Keypad 120GFI, Skimmer Waterbond, Water Feature Notes: " AS BUILT NO VISUAL DEFECTS " POOL f Inspector Signature: - Date: November 7, 2024 Copy SOI/Tyo� —I (,� 3� 1 Q TOWN N OF SOUTHOLD BUf 2DI�NG. DEPT.� 631-765-1802 '.I N�SPECT[ON [ ] FOUNDATION 1 ST./ REBAR [ ] ,ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [. ] FRAMING/STRAPPING [ ] .FINAL f, [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] AFIRE RESISTANT CONSTRUCTION [ ] -FIRER ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) fi ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ° DATE INSPECTOR OFSOUIyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 -INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: ✓-s L,7r �� r. LLu Aax 2 0 (4-o Zovel' / DATE o 2 ' INSPECTOR SOUTyo{o # TOWN OF SOUTHOLD BUILDING DEPT. 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: D�-L DATE INSPECTOR aof souryOlo l 9 371 (1 # .TOWN OF SOUTHOLD BUI � DING DEPT. couNm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH' PLBG. [ ] FOUNDATION 2ND . [ ] INSULATIOWCAULKING ]- FRAMING/STRAPPING [ ] FINAL [ -] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [. ] ELECTRICAL (ROUGH) j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] -RENTAL REMARKS: _(�� e'�� C r 0—p o,,) S -e f ol e. wowae r� DATE INSPECTOR J� OF SOUI l 117� ( I 9 (2) 'D A-v V N DR # TOWN OF SOUTHOLD"BUILDING DEPT. coum, 631-765-1802 jN;S'PECT-[o* N ' . [ ] FOUNDATION 1ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: Q>c" lot r a DATE a INSPECTOR — OE SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] SULATION/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: 3)nN--/ DATE 0 INSPECTOR a0ES0Uly � ---- -- -_ c( 3 71 l o 1DO, � ,� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND " _ [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION-. [ 1, FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) Kb.ELECTRICAL (FINAL) [ ]` CODE VIOLATION. [ . ] PRE C/O [ ] RENTAL REMARKS:1; ! a s d , A, 072M Od Eol- DATE I Z INSPECTOR r �- � i 1 r � .rr � oolgu Poolguard �� _ {.r ard h%ertsYou WhenYour Door is Opened and Alerts You When Your Door is Opened and When Your Door Mas Not Been Closed! When Your Door Has Not Been Closed! � t MODEL-DAPT-2.K UL s MEETS UL 2017 MEETS UL 2017 n,c horo is 85 de at to rat O MEETS UL3017 tiSlip The Mm Is 85 tlB at Id feet s r I i f I \ == 1� � p aM'Fr � vd V 1� M'I •y Q� ire 1 l 1 r �74 � r- 4 AL k. 1T� " ;. :I FIELD INSPECTION REPORT I DATE COMMENTS 4- ►d FOUNDATION (1ST) y 4t -------------------------------------- FOUNDATION (2ND) z �o ROUGH FRAMING& a PLUMBING � r INSULATION PER.N. Y. STATE ENERGY CODE td g 'vA FINAL owl ADDITIONAL COMMENTS P�f"C-D Oo e2ecic)laoZS� _ 2$ I z3 eleclvc, 4. too re-co I tqmhi C H go anZ INA X Ili- — s x r� y H 4o�Q5°FSO��oo�y� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telf.- '631) 765-1802 Fax (631) 765-9502 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT q 511 For Office Use Only PERMIT NO. Building Inspector: kA C Applications and forms must be filled out in their entirety.Incomplete l ��77 applications will not be accepted. Where the Applicant is.not the owner,anUILDING DEPTOwner's Author' tion form(Page 2)shall be completed. ' , N OF SOUTHOLD D a t .J 269 Z,02-2— nueyn% d. 's-II-23 OWNERS)O PERTY: Name: SCTM #1000- f Project Addre NY Phone# DD0 - Email: �' �Q yw Mailing Address: CONTACT PERSON: Name: 1i1 �M 1 I Mailing Address: 1_. _ __- -_. . _ _ _ -_► ._ _ 1 h.� _ Phone Email: DESIGN PROFES IONAL INFORMATION: Name: Jn kJ51 . La 2t& Mailing Address: Phone#: 4W Email: CONTRACTOR INFORMATION: Name: Mailing Addresz-r� Phone#: l Email: DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ❑A dition ❑Alteration ❑Repair ❑Demolition EstimatgdCo�� Other $�7 Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ��es El No 1 ., PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenar is nd restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. eek Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues asprovided by C p 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'constr`uction 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 210AS of the New York State Penal Law Application Submitted B (p int name): ❑Authorized Agent ner Signature of Applicant: STATE OF NEW YORK) SS: COUNTY ) 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. \����nu.urr►r��� da 31ov, ••, otary Public \6 N :P1 av p L�F Go ._ OAK P r _ F �--� •'SSG°M2 ERTY OWNER AUTHORIZATION ••Pue`���61/here the applicant is not the owner) 7,E OF residing at do hereby authorize V V 4 bPoo 1, to apply on my b half to the To n of So -hold Building Department for approval as described herein. Owner's Signature Date /tiLi 1<, 2y 0 Print Owner's Name 2 r { BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®F $a ® 53095 Main Road• P.O. Box 1179 Patricia Acampora �® Southold,NY 11971-0959 �® Office Location: Eric Dantes Town Annex/First Floor Robert Lehnert, Jr. Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov 11;30 AUM ZONING BOARD OF APPEALS APR 2 4 2023 MAY g 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 Bult1 ING S®u d"Towne d r c� TONOFS60*6 D FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 20, 2023 ZBA FILE: 97753 NAME OF APPLICANT: John Ryan PROPERTY LOCATION: 90 Dawn Drive, Greenport,NY SCTM: 1000-35-5-11 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 II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated December 22, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 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, non-conforming, rectangular-shaped 14,322.87 square feet, .329-acre parcel measures 100.00 feet along Dawn Drive then runs west 147.35 feet along Wiggins Lane then runs south 90 feet along a residentially developed lot to the west and returns 154.72 feet along a residential lot to the south. The property is improved with a one and half story wood frame residence with attached garage,.a slate entry walk, asphalt driveway, an attached wood deck, slate patio, slate walkway, air condensers and a generator as shown on the survey prepared by Michael J. Scalice, Licensed Land Surveyor last revised October 26,2022. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's November 18, 2022 Notice of Disapproval based on an application for a permit to demolish an existing accessory shed and construct an accessory in ground swimming pool and an accessory shed, at; 1) construction located in other than the code required rear yard; 2) construction more than the code,pennitted maximum lot coverage of 20%; located at: 90 Dawn Drive, Greenport,NY. SCTM No. 35-5-11. RELIEF REQUESTED: The applicant requests two variances to further improve their property with an in-ground swimming pool, measuring 16 feet by 36 feet, located partially in the front yard, where the Code requires such improvements to be located in a rear yard location with lot coverage of an additional 576 square feet and the construction of a garden shed with a footprint of 288 square feet increasing the overall lot coverage to 21.7% where the Code limits lot coverage to 20%. ADDITIONAL INFORMATION: The subject, corner, parcel has two front yards(Dawn Drive and Wiggins Lane). While Dawn Drive services a waterfront neighborhood,Wiggins Lane terminates at the subject property and services w q Y g Page 2,April 20,2023 #7753, Ryan SCTM No. 1000-35-5-11 one other house. The residentially developed property to the west, accessed via Main Road, is in excess of three acres and is maintained as an open field beyond Wiggins Lane. Town Code §280-124 Non-Conforming Lots provides for non-conforming lots with primary and secondary front yards shall be required to meet the following requirements, less than 20,000 square feet: Primary front yard setback, 35 feet; Secondary front yard setback 25 feet;minimum side yard setback 10 feet. The property is covered by the following Certificate of Occupancy and Building Permits: #Z-25415 dated December 12, 1997 covering an accessory storage shed in the rear yard(removed) #Z-34092 dated November 24, 2009 covering installation of solar panels #45620 dated December 29, 2020 building permit for alterations and additions(finished basement) #48372 dated October 5, 2022 building permit to legalize an `as built' generator The applicant provided a site plan, labeled A.1 prepared by Todd O'Connell, Registered Architect and dated December 14, 2022. The site plan does not include a proposed dry well for pool dewatering nor does it include the location of the onsite sanitary/septic system., No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 6, 2023 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: 1. Town Law $267-b(3)(b)(1). Grant of the variances or alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject, corner, parcel is located at the end of a road and is shielded by mature landscaping. Having two front yards,there is little to no room to place the requested improvements in a conforming location. Swimming pools and sheds are common accessories to homes throughout Southold town. In granting alternative relief, in order to meet the minimum secondary front yard setback per Code, while still placed partially in the front yard, the inground swimming pool will be `more' conforming and little to no visual impact will occur. Furthermore, the requested relief relative to excessive lot coverage will be undiscernible to neighbors, passersby or those using the roadway. 2. Town Law $267-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 can reduce the size of the existing deck or remove it in its entirety and remove the existing slate terrace and place the swimming pool in a conforming rear yard location. In so doing, the applicant would reduce lot coverage to comply with the Code and also remove the need for the second variance request to place the pool in a non-conforming location. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code relative to the proposed partial front yard location of the inground swimming pool and 1.7% relief from the code relative to excessive lot coverage. However, the applicant's property is encumbered with two front yards and as such, creates a unique hardship. The property is well screened and the secondary road, Wiggins Lane, is a dead-end servicing only one additional neighbor. 4. Town Law 4267-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. 0 Page 3,April 20,2023 #7753,Ryan SCTM No. 1000-35-5-11 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 alternative relief relative to the placement of the inground swimming pool and Grant of the requested relief relative to excessive lot coverage is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 16 feet by 32 feet inground swimming pool partially (576 square feet), located in the front yard and 21.7% lot coverage for the installation of the pool and an accessary shed consisting of 288 square feet 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-B,motion was offered by Member Planamento, seconded by Member Weisman(Chairperson), and duly carried,to GRANT,the variance for 21.7% lot coverage as applied for and GRANT ALTERNATIVE RELIEF as follows: the in-ground swimming pool is to be placed no closer than 25 feet from the front yard property line along Wiggins Lane per Town Code §280-124 Non-Conforming Lots, SUBJECT TO THE FOLLOWING CONDITIONS: ✓1' The applicant shall submit two sets of a Revised Site Plan to the Zoning Board of Appeals depicting the Alternative Relief granted for the in-ground swimming pool location prior to the issuance of a building permit. _ `• The Revised Site Plan shall also depict the locations of the drywell for pool de-watering to be installed, and the septic system location having a minimum distance of 20 feet from the in-ground swimming pool. 3. Deer tolerant evergreen screening shall be planted and continually maintained along the western lot line. Plantings shall be no further than eight(8) feet apart. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. This is to be shown on the site plan provided to the Zoning Board of Appeals prior to / the issuance of a building permit. 5. The original Certificate of Occupancy for the construction of the residence shall be submitted to the Zoning Board of Appeals prior to the issuance of a building permit. Open building permits for the additions and alterations to the residence and the as built' installation of the generator are to be closed and a Certificate of Occupancy shall be issued prior to the issuance of the building permit granted in this Board decision. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval andfiling,two sets of the final site plan conforming to the alternative relief granted herein. The ZBA will forward one set of approved,stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require anew application andpublic hearing before the Zoning Board of Appeals 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 . Page 4,April 20,2023 #7753,Ryan SCTM No. 1000-35-5-11 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. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, 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,siteplan and/or survey cited above, such as alterations,.extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides 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. 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), Acampora, Dantes;Lehnert, and Planamento(5-0). r eslie Kanes Weisman, Chairperson Approved for filing /2023 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 18, 2022 TO: Swim King Pools (Ryan) 471 Route 25A Rocky Point,NY 11778 Please take notice that your application dated August 1, 2022: For permit: to demolish an existing accessory shed and construct an accessory in-ground swimming pool and accessory shed at: Location of property: 90 Dawn Drive, Greenport,NY County Tax Map No. 1000— Section 35 Block 5 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed accessory swimming pool, on this nonconforming 14,322.87 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15,which states accessory buildings and structures shall be located in the required rear mod. The accessory is partially located in the front yard. Additionally,the proposed shed and swimming pool are not permitted pursuant to Article XXIII Section 280-124 which states, lots measuring less than 20,000 square feet in total size require maximum lot coverage of 20%. The proposed lot coverage will be at 21.7%. Authorized Signa Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Fps' BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road- PO Box 1179 Southold, New York 11971-0959 Telephone(631) 765-1.802 - FAX(631)765-9502 roger.richer0town southo Id.ny.us_ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��..ir � � iC/L C}t,Pi1C, Date; l Company Name: i c r r Name: �z License No.: yAol__2 email: 7 Address: Phone.No.: 613 - �3 JOB SITE INFORMATION: (Ali Information Required) Name: 'pj l?LIAAJ I - /V Address: Cross Street: Phone No.: 917 — O d 0 o email. Bldg.Permit / �. .P. I (-,' lax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) lk'Qo z Circle All That Apply: a J cm e— Is job ready for inspection?: YES In Final Do you need a Temp Certificate?: YES/(�:O:) Issued On Temp Information: (All Information required) Service Size 1 Ph 3 Ph Size:. A #Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION V 4 c I®`f Sq 4 BUILDING DEPARTMENT-Electrical inspector rry TOWN OF SOUTHOLD cc Town Hail Annex - 54375 Main Road- PO Sox 1179 V Southold, New fork 11971-0959 ' Telephone (631) 765-1,802 - FAX(631) 765-9502 rocler richertCc�town southold.nv.us APPLIC/�TI®N F®R ELECTRICAL INSPECTION REQUESTED BY: 2�c�11� ^J '�aa/��/C�L ®ate; C f Company Name: I � G Name: License email: �Elx. t Address: Jo�,, s �r•� '�,;�c Phone No.. (2, JOB SI TE INFORMAMN: (All Information Required) Name: M 1 6 Address: Cross Street: Phone No.: - BIdg.Permit#: � � � �� �� email: ,J�a�i,�—,�% 1"ax (Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ,"j Circle All That Apply: °� (kV1 Q' Final Is job ready for inspection?: YES in Do you need a Temp Certificate?: YES /�O ) issued On ernp Information: (Ali information required) . Service Size 1 Ph 3 Ph Size: A #Meters„ Old Meter# 7--A New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overh #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATt©N (Q z 2�� � I dL7 -2�NJ qq- ► PERMIT# Address: Switches Outlets GFI's Surface 6P Sconces I� UC Lts Fridge HW POOL ) Panels C� Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater �2G Trnsfmr Smokes. DW Generator Salt Gen. c- * ,)-Yau Carbon Micro GrbDis Water Bond - Lights �I �Q, '� Heat Pucks ERV f� U4 L V �I HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments SYMBOL LEGEND O MONUMENT I" FIDE HYDRANT M CAS METER FE FENCE 0 I.P./I.B.FWD 0 MANHOLE ®WATER METER MAS MASONRY I.P./I.B.SEE M'A!-KET a GAS VALVE PLAT.PLATFORM S0 SPOT ELEVATIONS m'B'-INLET WATER VALVE W.W.WNDOW WELL g� TRAAIC SON&POLE 'r-mu MIT HOLE BIW BAY WINDOW UTILRY POLE' YARD DDET TREE C/E CELLAR ENTRANCE. >— GUY MARE YARD WHET ®91RU8. OM OVERHANG o.� UNNY POLE W/IECHT CABIN TV BO% • BOLLARD R/O ROOF OVER D(i1T POLE AID UNT WERAND FLAG L.S.A.LANDSCAPED AREA -r SON m ELECTRIC METER CANT.CANTILEVER D.C.DEPRESSED CURB . WIGGINS LANE SAPPROVAI _ (50' WIDE) I I L------- ------�aEPeN1-------� . I fDIL IY PAVDIENI SATE M. � SET .,N6 Y39'50"E MML WALL Itol AS91.LLY io SATE WAUf Y 'O I IV � Ai C rArfor+asI RAD ILj at. BMW— ICE u ■ co OM 41.0 ' O .'^a-Hint F C I • •. .. NOW. nil— q�j SATE MALL(I FER 37'01,82- —��,—— FTN wr �oO7s f6 72'�i w E +4 Imo"" I I I e I V a FA{HAT 75 1 ° 3�^ rAr for is 1 l 1 I LOT 12 WAW aW FEN, � 1 LOT AREA 14,99248 SF. ��� r A r fLDor a LOT 11 LOT AREA T4,32287 SJ'. 0.33 AC. GRAPHIC SCALE GUARANTEED TO: 30 0 Is 30 JOHN R.RYAN JR. STEWART TITLE INSURANCE COMPANY LOANDEPOT.COM LLC. ISAOA/ATIMA ( INFvm ) 1 Inch- 30 !L 1 2 12 15 2021 REVISED SURVEY JPH JPH 1 12 10 2019 STAKE OUT JPH MJS REV I DATE IDESCRIPTION I.BY I CHK �F,OF NEW y SURVEY OF PROPERTY y� J. �a SCALICE LOST o6 . * * CLEAVES POINT land surveying SECTION NO. 3 l o� m's I andsurvey.com P:-631—' 957-2400 FILE DATE: 06/14/11996 MAP NO. 4650 ro0-05 FysF�LAN DR.:MC CREW.:AL SCALE:1-- 30' SUFFOLK TAX MAP N0. GREENPORT, TOWN OF SOUTHOLD DATE SURVEYED:04/30/2019 JOB NO.S19-0796 D11103S.00-0S.o0-o11.00o SUFFOLK COUNTY, NEW YORK � ��xfonlP-,tmamnn e�Rlws.W0�1[v®IMD LAIL�Yan�vR Ua IU�Wsil Mra �n"oYon6 vM,EaOut Ta�N9 Wertv cvo PMlavwb amw.Gov Ncaw, _ A�6MM 9Yf�I W1�W�o,�1Yc1[�i,u l/lv vinMm�- cwiviS MCMNmP1Ma WImWMOW,a vd MNYWW 9InYW 9�N4gR TC"+"�i� o M I�veww mNnpi Ulm d tie cUvvr eulm w.(,)to mmwo�s IWI/I¢Yol MNPMIG(W"M I-'W]P�i O IeoOv�01'M Wwv01n w ocgeodu�WI/JY.n"vv�w�mOVCovn t umim�.wl umwm Iwpvmlo m F I I l l SYMBOL LEGEND I] MONUMENT FND FIRE HYDRANT ® GAS METER FE. FENCE 0 I.P. /I.B. FND ® MANHOLE 10 WATER METER MAS. MASONRY I.P. /I.B.SET ® 'A'-INLET N GAS VALVE PLAT. PLATFORM F 1p555 SPOT ELEVATIONS ® 'B'-INLET WATER VALVE W.W. WINDOW WELL TRAFFIC SIGNAL POLE IN 'E'-INLET TEST HOLE B/W BAY WINDOW CO-3 UTILITY POLE ® YARD INLET TREE C/E CELLAR ENTRANCE >- GUY WIRE 0 YARD INLET © SHRUB O/H OVERHANG UTILITY POLE W/LIGHT ® CABLE TV BOX • BOUARD R/O ROOF OVER LIGHT POLE Z A/C UNIT ® WETLAND FLAG L.S.A. LANDSCAPED AREA SIGN M ELECTRIC METER CANT. CANTILEVER D.C. DEPRESSED CURB WIGGINS LANE (50' WIDE) I I EDGE OF PAVEMENT —--————EDGE DF nN ME1——— —� SLATE RET. RBR N66@39_50"E 147.35_ W ?WALL(12') - -- - _ Ctj 1.4 IN STONE SET WALL O x� O.. I dI � I O I FM' LOT 76 � A � � O ASPHALT �� AIE WALK �! 'Iv1 I TAR LOT 11 DRIVEWAY 1\�JI b �p � p 1 TAR TAT P O ® o�_o• o 6,0.4," _,2 I O 3 a..0'1RACE-''/• �i ..--'� o I I•.1 . k� �FRAM STORY a 2.3'1 42.8' OI ® 0 O PATIO (36 j -c 0 41.4' I 1 FND. MON. �ry� e�a—� _ SLATE WALL(12) ., 06N r.7l Q�.GrGr•�� R I -►0.6• .� .o®�— +FQV SET 0�1 154.72'j GATE .- RBR I 1 I 1 I I I Z z x � FM LOT 75 TAR LOT 1.2 4 1 1 9 LOT 12 LOT AREA 14,992.46 S.F. i CHAIN LINK FEN Fl 0.34 AC. z 1 Q 33.9' 1 F�LOT 1 ? LOT 11 rAr ZoT 1s LOT AREA 14,322.87 S.F. 0.33 AC. GUARANTEED TO: GRAPHIC SCALE JOHN R. RYAN JR. STEWART TITLE INSURANCE COMPANY 30 0 15 30 LOANDEPOT.COM LLC. ISAOA/AT1MA ( IN FEET 4 10 26 2022 SURVEY REVISED BB JDL 3 10 21 2022 SURVEY UPDATED BB JDL 1 inch = 30 ft 2 12 15 2021 REVISED SURVEY JPH JPH 1 12 10 2019 STAKE OUT JPH MJS REV DATE DESCRIPTION BY CHK oF NEW y SURVEY OF PROPERTY ASP AEL J. S0 �,p , ' � SCALICELOT 76 I � MAP OF cT ,. CLEAVES POINT * [c n d surveying SECTION NO. 3 l� ! m jslandsurvey.COm P: 631 -957-2400 FILE DATE: 06/14/1966 MAP NO. 4650 Cc�ys�0.0508$ J��O DR.:MC CREW.:AL SCALE: 1" = 30' SUFFOLK TAX MAP NO. SITUATE F� LAND S�� 0100-035.00-05.00-011.000 GREENPORT, TOWN OF SOUTHOLD DATE SURVEYED:04/30/2019 JOB No.S19-0798 SUFFOLK COUNTY, NEW YORK (1)UNAUDggIZED ALTERATION OR ADDITION TO THIS SURVEY MAP WHIRS A LICENSED LAND SURVEYOR'S SEAL 1$A VIOLATION Of SECTION 7209.$US-DIVISION 2.OF NEV YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SWVEY PAPS WITH THE$URVEYOR'9 QIBOSSED SUL ARE CDWIC TRUE AND CORRECT COPIES OF THE SURVETORS OPOINIL WpNN AID ORNDIL (5) TITLE CATKINS ON TIRE BOUNDARY SURVEY MAP SIGNIFY T'THAT THE(UP WAS PREPUTION IS IN ACCORDANCE WR/I THE CUPAENT 0(4=)7 E CODE OF PRAC=E FOR LINO SURVEYS ADOPTED BY THE NEW YORK SUITE ASSOCNTION OF PROFESSIONAL LATD SURVEYOCMENTSRg INC.THE CERTIDDATON 6 HMREp TD vE7FGN5 FOp AYNOM TTI@ BOVNDARY SURVEY AMP R PREPARED,TO THE TITLE COMPANT'.TO TFIE GOVERNMENTAL AGENCY,AND TO THE IENDOJC OISTRURON LASTED ON THIS BOUNDARY SURVEY X.(4)THE OtFfIOGTONS HEREIN ARE NOT TRANSFERABLE(5)IRE LOCATION OF UNDERGROUND D�ROVE100 OR E LAND SURVEYO ARE NOT ALWAYS IONOA7i AND IMITE MUST RS ESRFOR W F TH UNDERGROUND OAi'ROVETEENIS E ENCROACWEMS OOST OR ARE SACRYK THE WPRO"[NTS OR FNCRWHWXIS ARE NO,CDMWO W THIS SURVEY,(B)THE OFFSET(OR"NEN9DN$)SHOWN HEREON FROM TI SIRUCTURCS TO THE PROPERTY UD ARE TOR A SPFCUTC PURPOSE AND USE ANO T OT ALWA ARO NON fND OFTE TD GIADE TNC ATED.I OF YDTCES.RFUININO MALLS.POOLSOR ,iNTIO$ PLANTING ARM AODNMNB TO BUILD"CS.AND ANY 07M TYPE OF CONSTRUCTION.(7)PROPERTY CORNIER MONUMENTS VIdE NOT SET AS PART OF THIS SUMRY.(B)TINS SURVEY WAS PERFORMED WRH A SPECTRA FOCUS 30 ROBORC TOTAL STATION. (0)INC tlWTENCE OF RICHE OF WAY AND/OR TASELEE ERECTION RECORD E ANY.NOT NIRC ARE NOT GIINANTEED. SYMBOL LEGEND 0 MONUMENT FND FIRE HYDRANT © GAS METER FIE. FENCE 0 I.P. /I.B. FND ® MANHOLE ® WATER METER MAS. MASONRY Dv ® I.P. /I.B.SET EM "A"-INLET D4 GAS VALVE PLAT. PLATFORM l00 SPOT ELEVATIONS U9 'B"-INLET pd WATER VALVE W.W. WINDOW WELL 1-l" TRAFFIC SIGNAL POLE 01 "E'-INLET � TEST HOLE B/W BAY WINDOW cZb UTILITY POLE ® YARD INLET tia"A' TREE C/E CELLAR ENTRANCE -- GUY WIRE YARD INLET SHRUB O/H OVERHANG UTILITY POLE W/LIGHT ® CABLE TV BOX • BOLLARD R/O ROOF OVER LIGHT POLE 0 A/C UNIT ® WETLAND FLAG L.S.A. LANDSCAPED AREA SIGN 93 ELECTRIC METER CANT. CANTILEVER D.C. DEPRESSED CURB WIGGINS LANE (50' WIDE) I I L——————— — _______EDGE OF M8&MENT EDGE OF PAVEMENT SLATE RET. RESET N66039 50"E 147.36' WALL(12-)AIR �\ — —— — WZIL' FND. MON. , DO WALL v g 0_.�' 14 O I �� PnH'ei AY SLATE WAU( rRRL,ANF[ � 00 , 2 N a e z ,„oruuN. ��a 14.0' 1A TAY lAT NfiB� I 70.4.4 - 24,11 38.1' t o O ITN I nEamFA'cE .FRAM-► 1 �� �RESIDENCE ,/�•i�7 I� � Ley FEN r/ /'•� / /^, /��N I~ CV 2.3'I col yTn,K r I O - --- - _ DECK O 2-8n FND. 0,4 I MEN. �' SLATE WALL(12 O I o i '3'7002 u do i.) REB o TO.3� �— 164.72 �" GATE — I 0.2'+ I ! I I I a z c FM LOT 75 ! TAX l,02' 12 Z 1 C LOT 12 z CHAIN LINK FEN. `� ! LOT AREA c 14,992.46 S.F. 33,9'. 1 0.34 AC. FM LOT 74 TAX ZoT 18 LOT 11 LOT AREA 14,322.87 S.F. 0.33 AC. GRAPHIC SCALE GUARANTEED TO: 30 0 15 30 JOHN R. RYAN JR. STEWART TITLE INSURANCE COMPANY LOANDEPOT.COM LLC. ISAOA/ATIMA ( IN FEET ) 1 inch = 30 i1w 2 12 15 2021 REVISED SURVEY JPH JPH 1 12 10 2019 STAKE OUT I JPH I MJS REV DATE DESCRIPTION BY I CHK SURVEY OF PROPERTY pF NEWYo �ySCALICE LOT 76 J. MAP OF .f; CLEAVES POINT * * land surveying SECTION NO. 3 m j s I a n d s u r v e y . c om P: 631 -957-2400 FILE DATE: 05/14/1966 MAP NO. 4650 !'4 ,yo! SITUATE LAND SV DR.:MC CREW.:AL SCALE: 1" = 30' SUFFOLK TAX MAP NO. GREENPORT, TOWN OF SOUTHOLD DATE SURVEYED:04/30/2019 JOB No.S19-0798 0100-035.00-05.00-011.000 SUFFOLK COUNTY, NEW YORK (1)UNAUTTIM C,ALIERAT10N OR ADDITION 70 T70S SURVEY MAP SEARING A LICENSED LAND W YOR'S SEAL 15 A VIOLATION Of SECTION 7209,5U8-DMSDN 2.DF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SUIVTY(RAPS WITH THE 5URVEYOR'5 DODS=SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND URO OPN (5)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCWQAHCE WITH THE CURRENT EIOSTINS CODE OF WOCTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS INC.THE CERTIFICATION S LIMITED TD PERSONS POR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,7D THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LUSTED ON THIS BMQARY SURVEY MAP..(4)7HE CtATIFlCATIONS HEREIN ME NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.F ANY UNDERGROUND IMPROVEMENTS OR ENCRMD{YEMS 6X6T OR ARE SIW K ME LMFWWEMflRS OR ENIOPOACHIENF.H18 ARE NOT COVERED TTV 71,S SURVEY.(6)THE OFFSET(OR OUNENSONS)SHOWN HERmN FROM THE STRUCTURES TO THE PROPERTY LINES ME FOR A SPECWC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED M GUIDE THE ERECTION OF FENCES.RETAIHU,G WALLS,PO"FAIW IDN PLANTING AREAS,ADDITIONS TO BUICS.AND ANY OTHER TYPE or CONSTRUCiWN.(7)PROPERTY CORNER MONVMENT5 WERE NOT SET AS PART OF THIS SURVEY.(5)THES SURVEY WAS PERFOPMED WITH A SPECTRA FOCUS W ROBOTIC TOM STATION (9)ITHE EVWIELCE.OF FWHM OF WAY AND/OR EASEMENTS OF RECORD IF AhK NOT SHOWN ME NOT OWRWMED. Ego NOTES 10" 10" 1. NO SOIL SURCHARGE PERMITTED WITHIN 4 FEET OF EXCAVATION ATTHE SHALLOW END,OR 6 FEET OF EXCAVATION AT THE DEEP END. O 2. THIS POOL MEETS THE REQUIREMENTS OFANSI/APSP/ICC-5-AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUND SWIMMING I- -'� o POOLS"AND 1996 BOCA CODE-SECTION 421.DIVING EQUIPMENT IS NOTALLOWED. Q 9. Ll° SWIMMING POOL SHALL BE COMPLETELY AND CONTINUOUSLY SURROUNDED WITH A BARRIER CONSTRUCTED IAW REQUIREMENTS OF SECTION 9326.4.2.1 THROUGH R326.4 2.6 OFTHE NEW YORK STATE RESIDENTIAL CODE C2020)AND IN CONFORMITY WITH ALL SECTIONS OF THE SOUTHOLD TOWN CODE.DWELLING WALL(5)MAY SERVE AS PARTOF THE POOL BARRIER AS PER SECTION R326.4.2.8 AND CONDITION('1)ARE MET.OPERABLE WINDOWS IN THE WALL(S)USED ASA BARRIER SHALL HAVEA SELF LATCHING DEVICE ACCE55 GATES SHALL COMPLY WITH SECTION R326.52 OF THE NYS RESIDENTIAL CODE(2020)AND BE SELF CLOSING,SELF LATCHING AND BE SECURELY O PPROVED AS N73- A it p IH o LOCKED WHEN POOL 15 NOT IN USE OR SUPERVISED.ALL GATESARETO OPEN AWAY FROM THE POOLAREA. o 4. DURING CONSTRUCTION THE CONTRACTOR SHALL ERECTA TEMPORARY BARRIER AROUND THE EXCAVATION IAW'THE CODE OFTiE 4 O DATE: 3 a-3 B.P.# 0 TOWN OFSOUTHOLD. u Rt 5. POOL MUST BE EQUIPPED WITH AN APPROVED POOL ALARM CAPABLE OF DETECTING ENTRY INTO THE WATERAND SOUNDING AN z Q Z O AUDIBLE ALARM UPON DETECTION THAT15AUDIBLEATPOOL5IDEANDINSIDETiEDWELLING.THEALARMMUSTBEINSTALLED, �/ Nw FEE BY; MAINTAINED AND USED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.THEALARMMUSTMEETA5TMF2208 w 0 NOTIF BUILDiNC1 DEPARTMENT-AT 4 'STANDARD SPECIFICATION FOR POOL ALARMS.THE DEVICE MUST OPERATE INDEPENDENT(NOTATTACHEDTOORDEPENPENTON)OF 0 O 3 a PERSONS. 765-18 2 8 AM TO 4 PM FOR THE .- 6. POOL SUCTION FITTINGS(EXCEPT FOR SURFACE SKIMMER5)MUST BE PROVIDED WITH A COVER THAT CONFORMS TOASME/AN51 h O POLL ING INSPECTIONS: pLAN B A112.19.8MORAMINIMVMI8°x25"DRAINGRATEORA CHANNEL DRAINSYSTEM. POOL CIRCULATION SYSTEM MU5TBE EQUIPPED WITH ATMOSPHERIC VACUUM RELIEF IN THE EVENT THE GRATE COVERS LOCATED WITHIN THE POOL BECOME MISSING OR BROKEN.SUCH 1. FO NDATION - TWO REQUIRED VACUUM RELIEF SYSTEMS SHALL CONFORM WITH ASMEA112.19.17 OR,BEA GRAVITY SYSTEM APPROVED BY THE TOWNOFSOUTHOLD. N.T.5. POOL SHALL BE PROVIDED WITH A MINIMUM OF2 SUCTION FITTINGS OF THE ABOVE MENTIONED TYPE. THE SVCTION FITTINGS SHALL BE FO POURED CONCRETE. SEPARATED BY A MINIMUM OF3'AND MVSTBE PIPED SUCH THAT WATER 15 DRAWN THROUGH THEM SIMULTANEOUSLY THPOUGH A 2. RO GH - FRAMING & PLUMBING VACUUM RELIEF-PROTECTED LINE TO THE PUMP(OR PUMPS) VACUUM/PRESSURE CLEANING FITTINGS SHALL BE IN AN ACCESSIBLE POSITION,MINIMUM OF6'AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL OR BEAN ATTACHMENTTO 3. INS LATION 16'VINYLCOVEREDSTEPS THE SKIMMER/SKIMMER5.A REQUIRED POOL ATMOSPH ERIC VACUUM RELIEF SYSTEM SHALL BE I N5TALLED AS PER NYS RESIDENTIAL COPE R526.6.9(2020)AND IN ACCORDANCE WITH TOWN CODE. 4. FIN L - CONS :D'.'C"ON MUST 7. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 70(NEC)PRINCIPALLY ARTICLE 680AND THE NYS BE Ob9PLETr �. RESIDENTIAL CODE SECTIONS 4201 THROUGH 4206.ALL ELECTRICAL DEVICES MUST BE APPPOVEP BY UNPEP.WpJTER5 LABORATORIES AND ALL C NSTRLIvr "j`,LL MEET THE BE PROTECTED BYA GROUND FAULT CURRENT INTERRUPTER(GFCO CUP RENT CARRYING ELECTRICAL CONDUCTORS EXCEPT FOR TiOSE QJ 2'TO 4"SAND BOTTOM PROVIDING POWER TO POOL LIGHTING AND POOL EQUIPMENTSHALL MEET THE SEPARATION REQUIREMENTS OF TABLE E4203.5.ALL V REQUI EMENTS OF HE CODES OF NEW METAL ENCLOSURES,FENCES OR PAILJ NGS NEAR OR AD)ACENTTO THE SWIMMING POOL MAT MAY BECOME ELECTRICALLY CHARGED y DUE TO CONTACT WITH AN ELECTRICAL CIRCUIT SHALL BE EFFECTIVELY GROUNDED. YORK TATE. NOT RESPONSIBLE FOR SECTION A DESIG OR CONSTRUCTION ERRORS. S. WATER SOURCE W N.T.S. 9. ALL PIPING IS DIAGRAMMATIC UNLE55 OTHERWISE STATED. > } 0 � oZ WATER LINETOP OF WALL 10. WALKS IF PROVIDED SHALL BE NONSUPAND SLOPE AWAY FROM POOL EDGE. p. 3 O 11, A MEANS OF EGPE55 FOR DEEP AND SHALLOW ENDS MUST BE PROVIDED IAW ANSVAPSP/ICC-5 SECTION 6. v R n.. C) Q�1 i 12. CONTRACTOR TO PLACE THE POOL IAW TOWN OF 50VTHOLP CODE SETBACKS. O 2 c o. I__ t? V m 15. ALL DRAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE SUBJECT PROPERTY. CO PLY WITH ALL CODES OF NEW RK STATE & TOWN CODES 15. WATHE DESIGN 15EXIS13 WITHIN ON A DRAIM GRAD I PEWA 1kJNG F.GROUND WATER SHALL IRE[) EXIST INITHIN THE EXCAVATION. IF GROUND WATER EXISTS WITHIN 6'-O'FROM GRADE,DEWATERING FACILITIES WILL BE REQUIRED. rr1 N N AS RE UIRED CONDITIONS OF SECTION B .16. ALL GAS AND OIL HEATER5(IF INSTALLED)FOR THE INGROUNP SWIMMING POOL$HALL BE NATIONAL APPLIANCE ENERGY 1 E �!:< CONSERVATION ACT(NAECA)COMPLIANT. POOL HEATERS SHALL BE TESTED IAW ANSI Z21.56 AND SHALL BE INSTALLED IAW \ \ y"b k: �'�'>` I'�`% MANUFACTURERS SPECIFICATIONS.OIL FlRED POOL HEATERS SHALL BE TESTED IAW UL726. POOL HEATERS SHALL BE LOCATED OR SO'lTHOLD TOWN ZBA N.T.S. f "j' L GVARDEC)TO PROTECT AGA]N5TACCI DENTAL CONTACT OF HOT SURFACES BY PERSONS. POOL HEATERS SHALL BE PROVIDED WITH EVCLOSE POOL TO"S-'M TEMPERAR/REAND PRE55URE-RELIEF VALVES. FOR HEATER5 NOT PROVIDED WITH AN INTEGRAL BYPASS SYSTEM.A 3YPASS LINE SHALL BE SpT�W> N�iCZG�OARD UPON COMPLETIbN'• INSTALLED FROM INLETTOOViLETTOAD)UST WATER FLOW THROUGH THE HEATER POOL HEATERS SHALL BE PROVIDED WITH THE V •'rBEFORE"WATER"�`•, .'s'1'i FOLLOWING ENERGY CONSERVATION MEASURES: a: S3 0tB fiOwffiTRtlSfi�ES 00 00 16.1 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH HEATING SYSTEM. 00 16.2 ALL POOL.HEATER5 SHALL BE EQUIPPED WITH AN ON-OFFSWITCH MOUNTED FOR EA5YACCE55 TO ALLOW'SHUTTING OFF THE OPERATION OF THE HEATER WITHOUTADIU5l1NG THE TiERMO5TAT5EfTING AND TO ALLOW RESTARTING WITHOUTRELIGHTINGTHE N.Y.S (1FC PILOT LIGHT C y -_ 16.3 HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A POOL COVER(EXEMPTED FROM THIS REQUIREMENTARE OUTDOOR POOLS '� y ip DERIVING 20%OF THE ENERGY FOR HEATING FROM RENEWABLE SOURCES AS COMPUTED OVER AN OPERATING SEASON) .r y a CHECK VALVE COPINGANPWALKIVAY 10" '16.4 TIME CLOCKS SHALL BE INSTALLED 50 THE PUMP CAN BE5ETTORUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS AND CAN BESET m 0 P_ c MOTHERS) TO RUN THE MINIMUM TIME NECESSARY TO MAINTAIN THE POOL WATER IN A CLEAN AND SANITARY CONDITION IAW APPLICABLE > }(O c to PUMP FROM SKIMMER WATER LINE GRADE C to O. SANITARY CODE OF NEW YORK STATE. 4 a :2 0 tm 17. TI-iISDRAWINGISFORSTRUCNRALSHELLONLY.ALLACCESSORIESANDADPURTENANCESAREDEFINEDBYOTHERS. • m ci .a TO DISPOSAU = E c d m DRVWELL - UNDISTURBED EARTH Y t O ca 0 18. BACKFILL WITH CLEAN EAR-H,FREE OFRQOT5 AND DEBRIS. PC NOT ALLOW'THE HEIGHT OFBACKIMLLTO EXCEED THE HEIGHT OFTHE W (p c a� 5500 M POURED CONC. a WATER IN THE POOL BY MORE THAN 8,OR THE WATER TO EXCEED BACKFILL BY MORE THAN 8" ,t x y q 3 0 VALVE C] -i 19. PLACE CONCRETE ON SANDY TO LOAh1SOIL. REh10VE ANY CLAY DEPOSITAND REPLACE 4V/COMPACTED CLEAN BACKFl LL. ¢ � VINYL LINER L G e 20. THERE 15 NO MAIN DRAIN IN THIS POOL SUCTION FOR POOL WATER CIRCULATION 15 PROVIDED BY THE SKIMMERS ONLY.THIS MEETS 2°Tba'SAND REQUIREMENTS OF THE NY5 RESIDENTIAL CODE-SECTION R326.5 FOR ENTRAPMENT PROTECTION. FILTER MMI 4 21. THE POOL WAS DESIGNED IAW'THE FOLLOWING: OF p i Z� 21.1. THE NEW YORK STATE RESIDENTIAL CODE-SECTION P,926(2020) i_ 9 tl TO RETURNS 21.2. THE NEW'YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE-SECTION R403.10(2020) •'1 21.3. THE NEW YORK STATE FUEL GAS CODE C2020) @p. E LVE 21.5. ANSI THE/APSP/IICC-5 STANDARD FOP RESIDENTIAL IN-GROUND SWIMMING POOLS. �` / L �LY PLUMBING SCHEMATIC YORK STATE SANITARY Pq N IVF'U:L' 21. N.T.S. 21.7. BOLA CODE-SECTION FSWALL SECTION21.7. CODEOFTIiETO1NNOFSOVINOLD.�� -MIA ��A N.T.S. 22• ALL BACKWASH TO BESELF-CONTAINED ON-SITE. I. !y Jam_+ t RETAIN STORM WATER RUNOFF ELECTRICAL o8a41b 0 CHAPTER 236 �• � UPANCY PURSUANT T REQUIREDOF THE TOWN CODE. INSPECTION RE CLIMATIC AND CEOGRAPHIG DESIGN CRITERIA -� t TABLE R501.20) g WIND DE510N SUBJECT TO DAMAGE 7_ FROM AkCfP#7'ECTS GROUND 5PEED TOPOG SPECIAL WIND 5E15MIG ;'.TODD O'CONNELL SNOW (MPH) RAPHIC WIND BORN DESIGN ARCHITECT P.C. WEATHERING FROST LINE TERMITE � WINTER ICE FLOOD AIR MEAN LOAD EFFECTS REGION I DEBRIS CATEGORY Q DEPTH tr DESIGN BARRIER HAZARDS 8 FREEZING ANNUAL k ZONE m f TEMP REQUIRED h INDEX I TEMP J TODD O'CONNELL, AIA 30 I50vult NO NO I MILE E BOF 5 FT MOD TO FEMA FROM SEVERE BFG HEAVY 15 YES FLOOD 1500 OR 55.4 1200 Veterans Memorial Highway GOA5T MAP LE55 Suite 120 PANE _ Hauppauge,NY 11788 ZONING INFORMATION ZONING GALGULAT I ON5 MANUAL J DESIGN CRITERIA" P(631)650-6666 67 -) 65066 TOM DE SOUTHOLD ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DE510N ME51ON TEMPERATURE HIGH TEMPERATURE C F((631631)65 -6665 HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE SECTION: 55 BLOCK: 05 LOT(S): II ZONE: R40 SQ. FOOTAGE ------ LOT AREA 14,525 SOFT. ZONE: R40 REQUIRED EXI5TIN6 PROPOSED COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOCITY NET BULB LOT AREA 40,000 50.FT. 14,525 SQ.FT. NO CHANGE DWELLING W/ STEPS 1,855 50.FT. DIFFERENCE HEATING COOLING FRONTAGE 150 FT. 14135 FT. NO CHANGE SHED 288 SO.FT. ------ FRONT YARD 50 FT. 471.1 FT. NO CHANGE ------ ------ DECK 416 50.FT. FRONT YARD 50 FT. 55.1 FT. NO CHANGE `~ REAR YARD 50 FT. 20.41 FT. NO CHANGE POOL 5'76 SQ.FT. TO THE BEST OF MY KNOWLEDGE, BELIEF AND 51DE YARD (MIN) 15 FT. 42.56 FT. NO CHANCE PROFESSIONAL JUDGEMENT, THESE PLANS BUILDING HE15HT 55 FT N/A NO CHANCE TOTAL 5,115 50.FT. AND/OR SPECIFICATIONS ARE IN COMPLIANCE !' LOT COVERAGE 20 % 15.'7 4b TOTAL 21.1 5K WITH THE FOLLOWING: IL 2020 RESIDENTIAL CODE OF NEW YORK STATE PUBLICATION NOVEMBER 201a 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 12-23 FOR MECHANICAL SYSTEMS lh 2020 RESIDENTIAL CODE OF NEW YORK STATE N CHAPTERS 24 FOR FUEL ff GAS SYSTEMS 2020 RESIDENTIAL GODS OF NEW YORK STATE z O CHAPTERS 25-55 FOR PLUMBING SYSTEMS 2020 RESIDENTIAL CODE OF NEW YORK STATE cj1 N A L CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS Q Z v S 2020 ENERGY CONSERVATION GODS OF NEW PORK STATE I N _ I _ G _ _ � . G _ I I AS ADOPTED WITH THE 2018 IEGG V W _ � . I ' I THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED Q o a % -13 �WITH THESE DRAWINGS. Mv1o0_j ~ aw OF* m - RECEIVED � o147 .35 9 I i' o �� MAY 4 8 2023 r-�-JzdU�z �1Q��°oM°� = O ;I. 50 E cc) O4JQQw�4O V �- ,o N66 3 Zoning Board of Appeals •' v 1 LD IL ASPHALT Cn NWQ�a~��� V IXV�WI$W V N DEER TOLERANT 1 _ DRIVEWAY Q a� Noy z SKIP LAUREL - -- o o Z o W NQ Q � Q PLANTINGS, 1 tutu yQ §was PACER Z _ ~aa�u oo�o Ll 5 FEET APART _ O O ' Io �� ?;' � V�l SLATE WALK \�?�� OIL APPROX I MATE _ I OIL LOCATION OF �-r► Au-ro. 00> DEER TOLERANT _ p I 1 Go�ER ! v SKIP LAUREL --I-- EXISTING SEPTIC I I I PLANTINGS, 1 1 SYSTEM 5 FEET AP RT C� SITE WORK O STAKEOUT IS TO BE PERFORMED BY A � OL1 LICENSED SURVEYOR. 5TAKING AND v �i LAYOUT ARE TO ESTABLISH ALL LINES p ' •�I i ! ,� O 14.0 O • I AND BENCHMARKS. VERIFY ALL GIVEN Q O P DATA ON GIN05. IN D SGREPANY,WREGEIVE CASE OF M La z ' PROPOSED I ' I N I 110.4 24.1 CLARIFICATION FROM ARCHITECT Q G X36 PRIOR TO PROCEEDING. EXCAVATE 1- M 1 I 20.3 AND BACK FILL FOR WORK INDICATED La IN—GROUND ON DRAWINGS. STOCKPILE TOPSOIL L I OBTAINED FROM STRIPPING DRIVEWAY — Z 1 POOL AND BUILDING SITE. STOCKPILE ALL • — EXCAVATED MATERIAL. NEW AND Q z0 0 0 0 1% STORY FRAME CN EXISTING BACK FILL MATERIAL AND O O CN �p 1 TOP501 L ARE TO BE FREE OF WEEDS, m I TREE ROOTS, ROCKS AND DEBRIS. RESIDENCE Oki Q ALL SURPLUS MATERIAL THAT 15 Q l UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM THE SITE. I '—r PROTECT ALL TREES WITHIN EIGHT 20.2 4� • ' I FEET OF THE BUILDING. PROPER N 48.6 G APPROVALS MUST BE OBTAINED p/(� I BEFORE COVERING ANY EXCAVATED t W `/ rn WORK. CONCRETE BLOCK DECK ALL CONCRETE BLOCK IS TO HAVE i I I "DUR-O-WALL" REINFORCING EVERY ILL TOP COURSE OUTDOOR ; SLATE PATIO �� SOLID. MORTAR THIRD FMIX TO BE ONE PART SHOY`4ER I P D PORTLAND CEMENT, ONE PART LIME Z LU C PUTTY, AND SIX ;Y O I PART MASONRYPCEMENT AND THREEE 5AND, OR ( � — POOL \� / I � PARTS SAND. 0/ ` EQUIPMENT, 5.41 I I I CONCRETE z Q Z — — — NO CONCRETE OR MASONRY WORK ENCLOSED _ _ _ — ---- — ---- — — 1 `� z F- SHALL BE DONE DURING TEMPERATURES OF 40 DEGREES F. AND FALLING. NO CONCRETE SHALL 8'ox8' DEEP S70 22 20��W BE PLACED ON FROZEN SURFACES. NO ® I ADDITIVES SHALL BE ALLOWED Q D_ WITHOUT WRITTEN PERMISSION OF THE O 1�RYWELL ' ARCHITECT ALL CONCRETE IS TO BE Z 0 z FOR POOL 154.72 I MIN. 5,500 P.S.I. AT 28 DAYS $ 4,000 O PSI FOR GARAGE SLAB. PROVIDE ALL O LU DEWATERING I SLEEVES AND FOUNDATION VENTS AS Bldg Dept c frome� REQUIRED BY NYS CODE. UNLESS I FU-al MVia�opy� INDICATED, ALL FOUNDATION Z Z84(Ue FOOTINGS ARE TO BE A MIN. 8" DEEP Data I PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 La PLD �PLAN DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6X6 10/10 WELDED N IN tu SCALE: 1" = 10'-0" WIRE REINFORCING. ANCHOR BOLTS IN O O CONCRETE SHALL BE HOOKED 5/8" X N Z 12" AT MAX. 3' O.G. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS ri IN 4 Z AND FOUNDATION WALLS. lu — M0 0 0 o GLIMATIG AND CEOCRAFHIG DESIGN GRITERIA TADLE R50I.20) WIND DESIGN SUBJECT TO DAMAGE N+A4., E TFROM ARCHlTECTSNGROUND SPEED � TOPOG SPECIAL WIND SEISMIC ' TODD O'CONNELL ASNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEANARCHITECT P.C. LLOAD EFFECTS REGION ' DEBRIS CATEGORY DEPTH DE515N BARRI R S m E HA_ARDS FREEZING ANNUALNk ZONE fI a h I G �-- TEMP REQUIRED - INDEX J 1 TEMP TODD O'CONNELL, AIA I --- \ 30 150yult NO NO I MILE B BOF 3 FT MOD TO FEMA I III FROM SEVERE BFG HEAVY 15 YE5 FLOOD 1500 OR 55.4 1200 Veterans Memorial Highway ' \ COAST MAP LE55 Suite 120 \ PANEL# n ��_[ ���� Hauppauge,NYY 11788 1' MANUAL J DESIGN CRITERIA AFC P(631)650-6666 'I ` F(631)650-6667 I ' 147 .3 WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DE515N TEMPERATURE HIGH TEMPERATURE— !^� ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENGE C(516)6{58-0325 ------ ------ 15 ______ tr'..aj/,✓�fiJ'.i�1:a;�:f.i9�l.f=...f:.�� ��({} 0ii C _ � � ,r�:r:�;.rrr�r.(�I•rr.�:.rr.��j• G ...__--- COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY 5UMMER HUMIDITY N66039 _ - - TEMPERATURE VELOCITY VELOCITY WET'BULB I DIFFERENGE HEATING COOLING _ I �—' ------ ------ ------ ------ ------ ------ ------ O Z ASPHALT (n N I TO THE BEST OF MY KNOWLEDGE, BELIEF AND N o l.rwj PROFE5510NAL JUDGEMENT, THESE PLANS DRIVEWAY (� AND/OR 5PEGIFIGATION5 ARE IN GOMPLIANGE FOUNDATION W.ATERPROOFINO STALL TWO LAYERS OF TOWELED ON �S? O WITH THE FOLLOWING: � O W FI5ER5LA55 MASTIC. (FED. SPEC. - ❑ ILL OL O I 2020 RESIDENTIAL CODE OF NEW YORK STATE 5.5.G. 155 TYPE-I) MEMBRANE TO BE j)J - PUBLICATION NOVEMBER 201q CONTINUOUS FROM TOP OF p PROP. — Q O I FOUNDATION AND EXTEND TO LAP ! O I SLATE WALK p 2020 RESIDENTIAL CODE OF NEW Y ED ORK STATE OE OF FOOTING. AUTO POO _ CHAPTERS 12-23 FOR MECHANICAL SYSTEMS m C (FILED UNDER Q 2020 RESIDENTIAL CODE OF NEW YORK. STATE EPER,4TE ,4PP y I CHAPTERS 24 FOR FUEL GAS SYSTEMS NOTE: SITE WORK I� FOUNDATIONS CHAPTER 4 DESIGN z �* W 2020 RESIDENTIAL CODE OF NEW YORK. STATE BASED UPON PRESUMPTIVE LOAD STAKEOUT 15 TO BE PERFORMED BY A Q CHAPTERS 25-55 FOR PLUMBING SY5TEM5 LICENSED 5UR\/EYOR. STAKING AND � I BEARING VALUES OF SANDY GRAVEL J — AND/OR GRAVEL AT 2000 LSS PER LAYOUT ARE TO ESTABLISH ALL LINESLL N -I 2020 RESIDENTIAL CODE OF NEW YORK STATE SQUARE FOOT. CONTRACTOR TO AND BENCHMARK5. VERIFY ALL GIVEN z GHAPTER5 54-42 FOR ELECTRICAL SYSTEMS CONSULT ENGINEER IF DIFFERENT SOIL DATA ON 17)RAWIN05. IN CASE OF }- PRQ{� O 14.0 CD I I MATERIALS ARE FOUND UPON DISCREPANCY, RECEIVE z I 202C ENERGY CONSERVATION GODS OF NEW YORK STATE EXCAVATION OR TEST HOLE, FOR CLARIFICATION FROM ARCHITECT I6�X36� AS ADOPTED WITH THE 200 IEGG ALTERNATIVE FOOTING AND PRIOR TO PROCEEDING. EXCAVATE FOUNDATION WALL DE51ON AND BACK FILL FOR WORK INDICATED o o' z�F 1 POOL 10.4 24.1 THE PROJECT GOMPLIANCE METHOD CHOSEN 15 TOTAL ON DRAWING5. STOCKPILE TOF501L t, 0 o 00 (FILED UNDER w u M I � UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED OBTAINED FROM STRIPPING DRIVEWAY SEPERATE 20.3 WITH THESE DRAWINGS. AND BUILDING SITE. 5TOGKPILE ALL Lj o F-u)o v d w K p_= w APP.) I EXCAVATED MATERIAL. NEW AND a- n d~ USE SIMPSON Z-MAX OR HDG CONNECTORS EXISTING BACK FILL MATERIAL AND Z z 0 T Z o z'o?N TO INCREASE CORROSION RESISTANCE TOF50I L ARE TO BE FREE OF WEEDS, HI o' d z N}F La FOR ALL HARDWARE IN CONNECTION TREE ROOTS, ROGK5 AND DEBRIS. 0 4)V 0 1/ STORY FRAME CNI i I W/ AGO LUMBER. ALL SURPLUS MATERIAL THAT 15 Q w? d z a�L z w `� RESIDENCE N ` UNSUITABLE FOR BACK FILL MATERIAL uF�Q�zoQm�� O .0 I SHALL BE REMOVED FROM THE SITE. J�ii z o w a Owo o`�w �Q0dWO I PROTI=GT ALL TREES WITIHIN EIGHT o Q-��-Q���Z�o WALL STUDS ® 16" O.G. FEET OF THE BUILDING. PROPER GuwL1z>OpQOm APPROVALS MU5T BE OBTAINED 20.2 0 41 .E BEFORE COVERING ANY EXCAVATED PROP. _ �; 48.6 C WORK. I u =�U, y PAVER PATIO aQdd�� u,a - w� wUtKw_ GONGR'=TE BLOCK nu_�z� w-Nw (FILED UNDER El ❑ "DUR-O WALLALL "R >°oRGnNG E/AERY �w � Wo° CD SEPERATE APP ) THIRD COURSE. FILL TOP COURSE K T 0 u Fj T o° z DECK LD 1 d� SOLID. MORTAR MIX TO BE ONE PART 5 Q t-1 °w �' tea'- � TLANr7) CEMENT, ONE FART O �� BOTTOM PLATE P�TRTY AND SIX PARS SAND, OR ONE u�w Q III<z w w PROP. SLATE PATIO �� p AGO SILL PLA d 7 oo� o PAR MASONRY CEMENT AND THREE O PATIO TERMITE SHIEL PART5 SAND. � O I SLAB ON GRADE II 7 m O O NO NGONGRCRETE ETE OR MASONRY WORK O SHALL BE DONE DURING q TEMPERATURES OF 40 DEGREES F. I� STUD PLATE TIES MANUFACTURED BY AND FALLING. NO GONCRETE SHALL SIMPSON STRONG-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD BE PLAGED ON FROZEN SURFACES. NO 7 154. 1 2' � TO PLATE CONNECTION ADDITIVES SHALL BE ALLOW)=D � WITHOUT WRITTEN PERMISSION OF THE z S70022120"WOUTDOOR SHOWER 3"x5"xY2" STL. BEARING PLATE MANUFACTURED ARCHITECT ALL CONCRETE 15 TO BE W p°� BY SIMPSON 5TRONG-TIE CONNECTORS MODEL No. MIN. 5,500 P.S.I. AT 28 DAYS � 4,000 POOL QUIP. I LBP5�2 OR APPROVED EQUIVALENT PSI FOR GARAGE SLAB. PROVIDE ALL 0 I5/6"xl2" HOOKED ANCHOR BOLT 5LEEVE5 AND FOUNDATION VENTS AS Q THERMAL BREAK ® 3'-0" O.G. AND 12" FROM CORNERS REOUIRED BY NY5 CODE. UNLE55 z0 ` AND WALL OPENINGS TYPICAL INDICATED, ALL FOUNDATION I FOCTIN05 ARE TO BE A MIN. 8" DEEP v PRO.JECTINO 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 z PLOT PLAN FOUNDATION STRAPP I NO DETAIL D D EFORME BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE O O SCALE: 1" = 10'-0" SCALE: 1/4" = 1'--0" 5LA55 TO HAVE 6X6 10/10 WELDED 0 Z WIRE REINFORCING. ANCHOR 5OL75 IN N /� 12'-0° 12'-O" CONCRETE SHALL BE HOOKED 5/8" X ZON I NO I NFORMA7I ON — — — — — — — _ — — — — 12" AT MAX. 5' O.G. PROVIDE BITUMEN Q TOV�N OF SOUTHOLD AND FO❑DA ION WALLS.N JOINTS 5LAB5 S SECTION: 35 BLOCK: 05 LOT(S): II I — — — — — — — — — 1O'-8" p, T ZONE: R40 REQUIRED EXISTING PROPOSED LOT AREA 40,000 SO.FT. 14,525 SO.FT. NO CHANGE FRONTAGE 150 FT. 147.55 FT. NO CHANGE FRONT YARD 50 FT. 4-1.7 FT. NO CHANGE A I I I A A _ _ _ _ krA FRONT YARD 50 FT. 38.1 FT. NO CHANGE A-I IA-I REAR YARD 50 FT. 20.47 FT. NO CHANGE SIDE YARD (MIN) 15 FT. 42.86 FT. NO CHANGE I 8" POURI= GONG BUILDING HEIGHT 55 FT N/A NO CHANGE I I FOUNDATIOO N WALLtu LOT COVERAGE 20 % 15.7 g'o (i-+ I I I I 1Ox20 P. GONG. FOOTING WV(2) #4 REBAR i^v 2"x4 } — KEYWAY;MIN. 36" BELOW I- SLAB ON GRADE I I GRADE. (TYPICAL) - O IT O PREFAB O -� I I SHED BY PREFAB m O ZONI NO GALGULATI ON5 ry I Iry I I ry OTHERS SHED BY 4" CONCRETE SLAB I I OTHERSOL ZONE:: R40 SO. FOOTAGE I °,(° W. 0 OVER 6 MIL V.B. ON 4" I O LOT AREA 14,323 SOFT- I COMPACTED GRAVEL I 1I ' (� ON COMPACTED SOIL I 4" CONCRETE SLAB LH 0--gg w/bxb 1OX0 W.W.M. LU OVER 6 MIL V.B. ON 4" DWELLING W/ STEPS 1,835 SOFT. I ( I - � I COMPACTED GRAVEL ON COMPACTED SOIL SHED 288 SOFT. DECK. 416 50.FT. I I I I ry 5" POURED GONG � Z S-7 I I I I FOUNDATION WALL J I I I I 1Ox20 P. GONG. FOOTING Q TO, W/(2) #4 REBAR W/2"x4" !X KEYWAY;MIN. 56" BELOW Ll TOTAL_ t5 3�-SOFT. I I I I TOTALGRADE.(TYPICAL)d � 'moo I - - - - - - - - - —� � c� W — — — — — — — — — — — — N z o < z FOUNDATION PLAN PROPOSED FLOOR PLAN SECTION A-A W SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" _ Q v I -O O Q � p