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HomeMy WebLinkAbout51026-Z Of SOUIhOlo Town of Southold * * P.O. Box 1179 0 � 53095 Main Rd CoU �, i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45793 Date: 11/24/2024 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 5295 Bridge Ln Cutchogue,NY 11935 Sec/Block/Lot: 84.-1-6.16 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/20/2024 Pursuant to which Building Permit No. 51026 and dated: 08/01/2024 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: "as built" accessory in ground swimming pool fenced to code as applied for per ZBA#7899, dated 5/16/2024. The certificate is issued to: 5295 Bridge Ln LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51026 11/13/2024 PLUMBERS CERTIFICATION: uth ri ed ignature �SufFoi,��o TOWN OF SOUTHOLD h�o BUILDING DEPARTMENT H x 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#: 51026 Date: 8/1/2024 Permission is hereby granted to: 5296 Bridge Ln LLC 170 S.Penataguit Ave = Bayshore, NY 11706 To: Legalize as-built in-ground swimming pool at existing single family dwelling as applied for, with ZBA#7899 approval /conditions. Additional certification may be required. At premises located at: 5295 Bridge Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 84.4-6.16 Pursuant to application dated 6/20/2024 and approved by the Building Inspector. To expire on 1131/2026. Fees: AS BUILT-SWIMMING POOL $600.00 CO- SWIMMING POOL $100.00 Total: $700.00 Building Inspector OF SO!/�yol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road CIA P.O.Box 1179 �Q sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 cOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 5295 Bridge Ln LLC Address: 5295 Bridge Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 51026 Section: 84 Block: 1 Lot: 6.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 35594ME 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 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Pool Panel 12 Circuit/6 Used, Pump 220GFI, Heater 120GFI, Intermatic 30M Transformer (4) Lights 120GFI, SaltGene120GF1, Waterbond on Ionizer Notes: " AS BUILT NO VISUAL DEFECTS " Pool Inspector Signature: Date: November 13, 2024 Copy of SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION * [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH.PLBG. [ ] FOUNDATION 2ND - . [ 'FINAL CAULKING [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT ZONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6)&x)I/t L ' cp 'b�6v Oki /5)f(v DATE g � INSPECTORlot ho�aOESOGTyO� _r �Z�pl ��� * # TOWN. OP SOUTHOLD BUILDIN DE I coum, 631-765-1802 t'NSPECTION ' [ ] FOUNDATION-1 ST/.REBAR [ ] 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: qZoll VO�1 hw�iT n �-t- d' 1 f CA. i 1 C AAA L91 �✓ ./ . �s La r u4i l�s Q I DATE 1011&Z24 INSPECTO S00lyO� # I - DEc� H , TOWN OF SOUTHOLD BUDW L Cou ,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: �P=A 4n 1 G�J DATE INSPECTOR c. �ssucFot,roo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT O G Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownr��K Date_ Received'" APPLICATION FOR BUILDING PERMIT l � F O i se Onfy 00) PERMIT NO. Building Inspector: NOV 1 5 2023 �. 1 Applications and forms:rri`ust be filled out in their-entirety.Incomplete ' , aD ;.T6 applications-Will not be accepted. Where the Applicant;is nof.the owner;an` Owner's Authorization'form.(Page 2)shall'be completed. Date:11/14/23 OWNER(S)OF PROPERTY: Name:Bridge Lane LLC Residence LOT 1'6 sCTM#+0-84-01-06.L6 Project Address:5295 Bridge Lane Cutchogue NY 11935 Phone#:631-603-9092 Email:aportillo@amparchitect.com Mailing Address:P.O Box 152 Mattituck NY 11952 CONTACT PERSON: Name:AMP Architecture Brooke Epperson),_ Mailing Address:p.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR.INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION;, ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Eil Other Inground Pool Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION Existing use of property:Sin le Famil Residence Intended use of property:Sln le Famil Residence w _ 9 _�_. Y._....__._......- _ _._. . ____9_�___w_Y _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes IiNo IF YES, PROVIDE A COPY AC Nonconforming .B Check Box After Reading: The owner/contractor/design profession al,is responsible forall drainage and storm water issues as provided by . chapter 236 of the Town Code. APPLICATION.IS HEREBY MADE to the Building.Departn ent 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 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 authoraed'IMpectors on premises and in building{s}fornecessary inspections.,False'statements made herein are, punishable as a Class A misdemeanor pursuant MSection 210AS of the New York State Penaltaw. Application Submitted By(print name): BAuthorized Agent ❑.Owner Signature of Applicant: Date: STATE OF NEW YORK) " SS: COUNTY OF 5.C�d 1K— ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 there k,4, � cti 7W . BARBARA H.TANDY Sworn before me this Notary Public,State Of New York Af� No. 01 TA6086001 5 day of IV V e-m b,—r ,20 ComOmisslion fied ExpiIn esolk County/� -,081 ,7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) nA"%()C:� kAOLCCj,3►. residing at do hereby authorize I� to apply on my behalf to the wn of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 4, 2024 TO: Brooke Epperson/AMP Architecture (5295 Bridge Lane LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated November 15, 2023: For permit: to construct an accessory in-ground swimming pool at: Location of property: 5295 Bridge Lane, Cutcho ue,NY County Tax Map No. 1000—Section 84 Block 1 Lot 6.16 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 40,964 sq. ft. lot in the AC District, is not permitted pursuant to Article III, Section 280-15,which states accessory buildings and structures shall be located in the required rear yard. The proposed swimming pool is partially located in the side yard. Authorized Signa e 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. TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 4, 2024 AMENDED: January 19,2024 TO: Brooke Epperson/AMP Architecture (5295 Bridge Lane LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated November 15, 2023: For permit: to legalize an "as built" accessory in-ground swimming pool at: Location of property: 5295 Bridge Lane, Cutchogue,NY County Tax Map No. 1000—Section 84 Block 1 Lot 6.16 Is returned herewith and disapproved on the following grounds: The "as built"construction, on this nonconforming 40,964 sq. ft. lot in the AC District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The swimming pool is partially located in the sideyard. This Notice of Disapproval has been amended based on the Building Inspector's Stop Work Order. Authorized Sign ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. J CC: file, Z.B.A. it .�i bD BOARD MEMBERS ��®f S®U, 01�® Southold Town Hall Leslie Kanes Weisman, Chairperson V® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® a� Town Annex/First Floor, Robert Leh r ®1�.00 NTI 54375 Main Road(at Youngs Avenue) Ni %sla t Southold,NY 11971 (� RECEIVED V'n http://southoldtownny.gov 53 �v�1 MQ� ZONING BOARD OF APPEALS MAY 2 0 2024 %to60t TOWN OF SOUTHOLD De ox ov't� Tel. (631) 765-1809 ®uth®ld Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 16, 2024 ZBA FILE: 7899 NAME OF APPLICANT: 5295 Bridge Lane LLC PROPERTY LOCATION: 5295 Bridge Lane, Cutchogue SCTM No. 1000-84-1-6.16 SEORA 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 February 20, 2024, 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 property is a 40,964 sq. ft. non-conforming parcel located in an Agricultural Conservation(A-C)Zoning District. The property is a corner lot with a road frontage of approximately 160.00 feet along Bridge Lane, then turns west for approximately 161.46 feet along County Road 48, then turns northwest for 161.75 feet, before returning 164.17 feet back to Bridge Lane. The property is improved with an existing two-story dwelling currently under construction with building permit # 49065, shown on a foundation location survey last revised July 25, 2023 The "As-Built" accessory swimming pool is subject to a stop work order from the Building Department dated January 18, 2024. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's January 4,2024,Amended January 19, 2024,Notice of Disapproval based on an application for a permit to legalize an "as built" accessory in-ground swimming pool; at 1) located in other than the code permitted rear yard; located at: 5295 Bridge Lane, Cutchogue, NY. SCTM No. 1000-84-1-6.16. RELIEF REQUESTED: The applicant requests a variance to legalize an existing "as-built" accessory swimming pool located partially in a side yard where a rear yard location is required. ADDITIONAL INFORMATION: Asper testimony of the architect at the public hearing of May 2,2024,the subject pool was reconfigured during construction to a location partially out of the required rear yard,thereby generating the stop work order. The Board requested that the applicant submit a Landscape Plan showing arborvitae vegetative screening 8 to 10 feet in height to buffer visibility of the swimming pool from the two neighboring lots. d Page 2, May 16,2024 #7899, 5295 Bridge Lane SCTM No. 1000-84-1-6.16 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 2,2024, 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is a corner lot with two front yards.The pool was originally proposed to be located in the designated rear yard. During construction, it was reconfigured to be partially into the side yard. However,the fact that the swimming pool is a non-habitable two-dimensional accessory structure with little visual impact on adjacent properties, a conforming rear yard location is limited on a property with two front yards, the owner's proposal to place evergreen screening along the side and rear property lines to screen the pool from the street and neighboring property, and the fact that the pool meets all the required setbacks for an accessory structure,the proposed pool location will not create any change in the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. While the pool would fit into the required rear yard,the fact that it is"as-built"would require a substantial cost to the owner to move. Also,the majority of the pool is located in the required rear yard, so that the only course of relief is an area variance. 3. Town Law§267-b(3)(b)(3). The-variance granted herein is mathematically substantial, representing 100%relief from the code. However,a majority of the pool is located in the required rear yard,and only a small portion is located in the side yard. , 4. Town Law V67-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 and the conditions of this board. 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 enable the applicant to enjoy the benefit of an accessory swimming pool 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 Lehnert, seconded by Member Weisman(Chairperson),and duly carried, to GRANT the variance as applied for and shown on the site plan sheet, "Pool Layout & Section" Page ZBA-01 prepared by Anthony Portillo, last revised January 24, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall provide a Landscape Plan depicting evergreen vegetative screening 8 feet to 10 feet in height to buffer the visibility of the swimming pool from the two neighboring lots and CR 48. 2. Evergreen screening shall be planted and maintained along the rear and side yard adjacent to the neighboring properties. Y a !y Page 3, May 16,2024 #7899, 5295 Bridge Lane SCTM No. 1000-84-1-6.16 3. 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. 4. Drywell for pool de-watering shall be installed. 5. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s)within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 6. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 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. 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,site plan 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 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. 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 to 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, Acampora,and Lehnert. (4-0) (Member Pl nto Recused),� Leslie Kanes Weisman, Chairperson Approved for filing / j /2024 Rc EC� EDVE �o��SUFFO /C BUILDING DEPARTMENT-ElectIns orb 8 2024 yam► TOWN OF SOUTHOLD o =` Town Hall Annex- 54375 Main Road -P�149B2 EPOWment co • Southold, New York 11971-0915Wn®f Southold yjj�l �a0� Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(a)_southoldtownny.gov — seandtcD_southoldtownny_gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/28/24 Company Name: 390 Operating Electrician's Name: Paul Blanchet License No.: ME-35594 Elec. email: paulbincth@aol.com Elec. Phone No: 631-889-4569 ❑I request an email copy of Certificate of Compliance Elec. Address.: 783 Barry PI, Uniondale, NY, 11553 JOB SITE INFORMATION (All Information Required) Name: Constantino Marra Address: 5295 Bridge Lane, Cutchogue, NY, 11935 Cross Street: County Road 48 Phone No.: 516-946-2355 Bldg.Permit#: 51026 email: Tax Map District: 1000 Section: 84 Block: 01 Lot: 06.16 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): As-Built In Ground Swimming Pool Square Footage: Circle All That Apply: / i2.5 /p /w Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO 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 Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 816*4 fd u W I �ejmI (ec.Vi Hc E CEO WE S,afFOj,� BUILDING DEPARTMENT-ElectlnsoMoP 8 2024 TOWN OF SOUTHOLD o =` Town Hall Annex- 54375 Main Road -P6 49152 EP08 rent o Southold, New York 11971-09len of Southold .a5� Telephone (631) 765-1802 - FAX (631) 765-9502 jameshCcbsoutholdtownny_,gov - seand(c southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/28/24 Company Name: 390 Operating Electrician's Name: Paul Blanchet License No.: ME-35594 Elec. email: paulbincth@aol.com Elec. Phone No: 631-889-4569 ❑I request an email copy of Certificate of Compliance Elec. Address.: 783 Barry PI, Uniondale, NY, 11553 JOB SITE INFORMATION (All Information Required) Name: Constantino Marra Address: 5295 Bridge Lane, Cutchogue, NY, 11935 Cross Street: County Road 48 Phone No.: 516-946-2355 Bldg.Permit#: 51026 email: Tax Map District: 1000 Section: 84 Block: 01 Lot: 06.16 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): As-Built In Ground Swimming Pool Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO 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 Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 9t)o ui � I sec. ()e�ekrz, PERMIT# Address: Switches Outlets GFI's k Surface Sconces HH s 'A UC Lts Fridge HW POOL Fans Mini Fr. �p Panel �/ t Pump V Exhaust Oven Sump Heater IP. -L �„ yr�1�Trnsfmr � Smokes DW Generator Salt Gen. ; Water BQ Carbon Micro GrbDis Lights �� J Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower y Service Amps Have Used Sub Amps Have Used Comments fi V 4(y OA . /'o M Py qW h�"IJ I 1�n-' ev--Cfv�� [" 4-idl . 1421a G' pE SO!/TyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q .BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: 5295 Bridge Ln LLC 170 S. Penataquit Avenue Bay Shore, New York 11706 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 5295 Bridge Lane, Cutchoque, New York 11935 TAX MAP NUMBER: 1000-84.-1-6.16 Pursuant to Section §144-8 A(1)of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Accessory in ground "as built" swimming pool installed in a side yard. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals grants an approval and a Building Permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: 1/18/2024 mt— o n J. J rski Se for uilding I sp ctor IT SHALL BE UNLAWFUL TO REMOVE TH S N' TIC ITH UT WRITTEN CONSENT OF THE ISSUING AGENCY. A M P Arch i t e c t u re Address: 10200 Main Road, Unit 3A, Mattituck NY 11952 Phone: (631)603-9092 Design + Build wmm S X"1A01 JAW ONIGMall June 19, 2024 WOZ o Z N n r Southold Town Building Department Attn: Amanda Nunemaker a C 54375 NY-25 Southold, NY 11971 Re: 5295 Bridge Lane Cutchogue, NY 11935 SCTM# 1000-84-01-6.16 Hi Amanda, In regards to 5295 Bridge Lane and the pool building permit application, enclosed are (4) copies of updated pool plans along with the ZBA determination Thank you Brooke Epperson Design Director AMP Architecure Page 1 of 2 SCTM # 1000-115-11-16 ' REVISIONS: GENERAL® GENERAC' DESCRIPTION: TOTAL AREA LOT COVERAGE: 26 kW Features and Benefits �` PROPERTY: 19,166.90 SQ.FT. 0.44 ACRES (� 11�� GUARDIAN® SERIES Engine 2 V8•k� • Generac G-Force design Maximizes engine"breathing"for Increased fuel efficiency.Plateau honed cylinder walls and plasma moly ESTIMATED AREA OF 8000 SQ.FT. Resldentlal Standby Generators rings help the engine run cooler,reducing oil consumption and resulting In longer engine life. GROUND DISTURBANCE: Air-Cooled Gas Engine • "Electronic cast Iron cylinder walls Rigid construction and added durability provide long engine life 9 • Fullpr pressure re lubNspion advance These features combine to assure smooth,quick better every time. DEEP HOLE • Fuilpressureluhdcatlonsystem Pressurized lubdcatlonto all vital bearings means beherpedonnance,less maintenance,and langerenglne 4se! life.Now featuring up to a 2 year/200 hour all change Interval. 690 `A. Standby Power Rating Is•u• • Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil, ` ` 2�/ 4 CREEK INCLUDES: GN72900,0007291-0(Al--rat-Bisnuc)-26kW60Hz • EPA applications Allows unit to be used for demand response applications. HOUSE: 2888.2 SQ.FT. LU 15.0% • True Power'Electrical Technology • High temperature shutdown Prevents damage due to overheating. / F/4S � // • Two-line mumungual digital LCD Evolution"confroner \ Fkip� ` O Q GARAGE: 482.2 SQ,FT. 2.5°/a (English/Spanish/French/Pobuguese) Generator Iyi/ • 2Wampservlceretedtranslerswitchavailable m - • Revolving field Allows faasmaller.light weight unit matoperates 25%maaetticlentlythana revolving armature penertor. TDB � • Displaced phase excitation Maximizes motor starting capability. �� ^ \ U�ky \ �• UPPER DECK: 640.2 SF 3.3% • Electronic governor V as / .( ZS'NO FAO ` 4 • Automatic voltage regulation Regulating output voltage to da%prevents damaging voltage spikes. `/\ • Standard Nq-FI°0 connectivity r • UL 22001isted For your safety. � F NrURF • System status S maintenance Interval LED indicators A%,/� Z 8 I a� BUFF\ LOWER DECK: 180.8 SF 0.9% • Sound attenuated enclosure Transfer Switch in appNonble) 1p • Flexible fuel line connector • Fullyautomatle TransfervltalelectrlcalloadstotheanerglzedsourceWpower. ` �� �T A>,O ` FRONT PORCH: 53.0 SQ.FT. 0.3% • Natural pas or LP pas operation 7rq,7ENE�RACE • NEMA 3R Can be Installed inside or outside for maximum flexibility. 0 j • lntegratedleadmanagementtechn0lopy Capability to manage additional loads for elOciempower managemant • 5 Year limited warranty • Remote mounting Mounts near an existing distribution panel for simple,low-cost Installation. ` '1�00 • Base fascia ( .. f O 8�� /F ` • it/• Listed and labeled for Installation as close as t81n(457 inn)W a Evolution-Controls SEPTIC SYSTEM struchure.' �\ • AUTOMIANUAUOFF Illuminated buttons Selects the operating mode and provides easy,at-a-glance status Indication in any condition, n \ NO,� "Muslbnc located wihlocaway codes. ors,windows,andlresh air intakes andln (L�Ea\u m G �L ua 0UI \ rd/ `p y� ��T( • Two-line multilingual LCD Provides homeowners easily visible logs of history,maintenance,and events up to 50 occurrences. 'eFe accordance with local codes. c ./ s LISTED • Sealed,raised buttons Smooth,weather-resistant user Interlace for programming and operations. Note CEnkCUL codification onlyacpDesto unbundled wits and unitsyyackaaaea • Utill voilaesansl Constantsmonitorsullll voltage,setpolnts65%droDauL60% ck-up,ofstandardvoltae with nmaed ce US switches.Unita PecWped with the Smm Switch are ETL or UI er A en Y utility PI 0 cam0edmthe USA only • Generator voltage sensing Constantly monitors generator voltage to verity the cleanest power delivered to the home. • Utlllty Interrupt delay Prevents nulsance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of 5 b ,�\ DRYWELLS - seconds bya qualified dealer. �► r i 20 9' FEATURES • Engine warm-up Verifies engine Is ready to assume the load,setpolnt approximately 5 seconds. \ • Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. y� rri LOWER O INNOVATIVE ENGINE DESIPN a Rl4Ohlo IS TESTING are at the heart of Gen" O SOLID STATE,FREQUENCY COMPENSATED VOLTAGE REGULATION:This • Programmable exercise Operates engine to prevent oil seal drying and damage between power Outages by running the generator for 1 4 aT efac's success In providing the most reliable generators posable.Gonerac's G- state-of-the-art power madml2ing regulation system Is standard on all GeneraC mail- 5 minutes every other week.Also offers a selectable selling irp for weekly or monthly operation providing - b Force engine lineup odors added peace of mind and reliabilityDireliabilityfor when it's needed eta It provides optimized FAST RESPONSE to charging load conditions and MAXI. _4 a' 4 DECK \ \\ the most The G-Force series engines are purpose bullt and designed to handle the MUM MOTOR STARTING CAPABILITY by electronically torque-matching the surge flexibility and etopotethe b tower fuel costs a the owner. i 1T4' DECK ts.o rigors of e#ended run times In high temperatures and extreme operating conditions. loads to the engine.Digital voltage regulation at tl%. • Small battery charger Delivers charyeto the battery onlywhan needed at varying rates depending on outdoor air temperature. / vi O TRUE POWER'"ELECTRICAL TECH"OLOGY:Superior harmonics and sine wave O SINGLE SOURCE SERVICE RESPONSE from Genee l extensive dealer network Compatible with lead acid and AGM-style batteries. J / '^ form produce less than 5%Total Harmonic Distortion for utility quality power.This provides pads and service know-how for the entire unit,from the engine to the small- • Main line circuit breaker Protects generator from overload. / 21.8' F�I2 /'1O allows coU dent operation of sensitive electronic equipment and micro-chip based est electronic component. • Electronic governor Maintains Constan160 Hz frequency. GENERATOR ® oe ar' ` • IY♦ appilart such as variable speed RVAC systems. O TEST CRITERIA: O G[NERAC TRANSFER SWITCHES Lore life and rellablllty are synonymous with 1 / 5'•8"X 2'•y'� Unit FUJITSU HOT TUB 11 \ TOTAL: 4226.2 SQ.FT. 22.0 D/o GENERAC POWER SYSTEMS.One reason for this confidence is that the GENERAL ✓ PROTOTYPE TESTED ✓ NEMA M01.22 EVALUATION • SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature,withstanding M1�CONDENSOR f 5 , /, ✓ product line Is offered with as own transfer systems and controls for total system SYSTEM TORSIONAL TESTED ✓ MOTOR STARTING ABILITY winds W t0150 mph(241 pn/h),Hinged key IocMlp root panel for security.Lift-out hoot for easy access - 3.0 s compatibility. t0 all routile maintenance Items.Electrostatically lied a textured epoxy p DP P xyDaintioraddeddurablllty. / 20.2' \ /, O M^PILE LINK"CONNECTIVITY:FREE with select Guardian Series Hone standby • Enclosed edtical grade muffler Quiet,critical grade muffler Is mounted inside the unit to prevent Injuries. where in the world using a morticians,tablet,or PC.Easily access Information such generators,Mobile Link Ili allows users to monitor generator status from any- • Small,compact,attractive Makes for an easy,eye appealing Installation,as close as 18 In(457 mm)away from a structure. / + as the current operating status and maintenance alerts.Users can connect an account toin an users are to service dealer re last friendly,and age. lve service.With / 1F1/2 STY.HOUSE METES AND BOUNDS B Y: T. E A S O N LAND S U RV EY O R Mobile Link users are taken care of before me next power outage. / F/ / v FIN.FL.19.62 � I6'dia -IGENERAC 00� 6'deep DWG l/ / DATE: 1/2 7/21 L d PROMISE I •,�% /©? � � ELECTRIC v 01, ... EL/ ......................1 METER oz� R / A m b b'dia•� cc# m - I6'dee I � O� 1 i N GARAGE ry / 71 EL GENERAC• GENERAC' ;LAB 18.89 / ° O / I16 O 26 kW Features and Benefits 26 kW Switch Options bale 18.73 21.9' EL PANEL , / I Vcheep L EX.:ONC.APRON EL L O Instillation System Service Rated Automatic Transfer Switch Features Model 0007291-0(26Into �� 1 -O r. i8.07 1 .81 / �FRy No of poles 2 • 14 In(35 6 cm)flexible fuel line connector Listed ANSI Z21.75/CSA 6.27 outdoor appliance connector for the required connection to the gas supply • Intelligently manages Up to lour air conditioner loads whin no additional hardware. 0• `� d / �O Current rating(amps) 200 J. �5•I � 6'dla piping • Up to eight additional large(240 VAC)loads can be managed when used In conjunction Wraparound VAC) 1201240,1E P • *•,• /// (6'deep • Integral sediment trap Meets IFGC and NFPA 54 installation requirements. with Smart Management Modules(SMMs). / `'A g p q Utility voltage monnor founi• 4r �.� �yqq �A••1��,• / • Electrically operated,mechanically-held contacts for fast,clean connections. -Pkk-p eG% a•' �% `•S-(.'! /O ,/ -Dropout fi5% Q• 9\ / b. Connectivity(WI-Fl equipped models only) • Main breakers are rated for 80%continuous load. Rehm to UtIli Appm 13 sec / 4 /er• Oa` �� 17.7 • Ability to view generator status Monitor generator with a smartphone,tablet,or computer at any time via the Mobile Link application for • 2-pole,250 VAC contactors ETL or UL listed Standard complete peace of mind. • Service equipment rated,dual coil design Enclosure type NEMMR 3A F�� �`� / •/, • Ability to view generator Exercise/Run and Total Hours Review the generators complete protection profile for exercise hours and total hours. 6y" `•• , • Rated for both aluminum and copper conductor Circuit breaker protected 22,000 GRAVEL. Lug range 250 MCM-06 •. • /.\'�••'� /� • Ability to view generator maintenance Information Provides maintenance Information fur the specific model generator when scheduled maintenance Is due. DRIVEWAY • Main contacts are silver plated or silver alloylo resist weldfng and sticking "Function of Evdutlon control •. V, m • Monthly report with previous month's activity Detailed monthly reports provide historical generator Information. Exercise can be set to weakly,bl-weeldy,or monthly ,!* , 0 /,/, PROPOSED SITE PLAN • NEMANL 3R aluminum outdoor enclosure allows for lntlooraoNdop mounting flexibility. A �. / / • Ability to view generator battery Information Bulll in battery diagnostics displaying current state of the battery. /" spa •?• • Weather information Provides detailed local ambient weather conditions for generator location. Dimensions t/ , v,e �oTte SCALE: 1" = 20'-0" rlpnn•I BatbPAW A / UNDERGROUND tlMght Tim `� S� \ TEST HOU! /, EL ELECTRIC EL.19.7 18 In cm 676 O 5 7643 26.67 3418 I 5 C0,1,� EL /•�x Wire 16.66 Ranges O ` R 19.07 Conductor Lug Neutral Lug Ground Lug C✓�) T O 250 MCM-#6 350MCM-#6 2/0-#14 TV^/11 UTILITY A POLE LIL M O 11F" r 20GA � 3 0/i 0 e 6 F0 W Sty all o O 00 00 'zoagal O O O APP 0 ED AS NOTED M O DATEe3 B.P.# . E +,FEE BY: c `a''s M 0 � ,zleas _ c° � � ° :[ NOTIFY BUILDING DEPART ENT AT O X o 631-765-1802 8AM TO 4PM FORTH E 1 cur 2 FOLLOWING INSPECTIONS: o LO GENERAL' GENERAL HIGH LIFE' COLLECTION HotSpring• 1. FOUNDATION-TWO RFOUIFRED a � yi �-" EJ 26 kW Specifications 26 kW Available Accessories JETSETTER' LX FOR POURED CONCRETE m 2 ROUGH-FRA1fING& PLUIt,1,8!�G 0 N - Generator Model# Product Description 3. INSULATION ON V mwd i 6007101.0 Battery Pad Warmer Pad wanner refit under the battery.Recommended for use If temperature regularly fags below 0IF(-1B C).(Not nec• SHELL COLORS t4. FINAL-CONSTRUCTION MUST oe}hi essary for use with AGM-Style batteries). 17141 Q! v Aated pound con baous pow CII RP) 26',Oco Wads• 0007102.0 oil Wanner Oil warmer slips directly am the all fiber.Recommended for use B temperature regularly falls below 0'F(-1e•D). BE COMPLETE FOR C.O. E Paled maximum contln4ous power upadry(NG) 22',507 Watts' a 1 W Psudvoitepe 240 G007703-i BreamerWarmer heavyIcinwarmar occursionisekrextremecoldweatherappllcatlons.ForusewithEvollrtlancorNolleronlylnclimateswhere C F E " Alt,CONSTRUCTION SHALL MEET'THE -[ t m8 3/93,6 1 heavy Icing occur. • P-4 Rated maxlmumcondruous load current Its(LPMG) Alpine Ice Ivory Plolin�m Tuscan Pebble Total Harmonic Dlstcrtloo Less than 5% GODS621-0 Auxlltary Transfer Switch The amdtiary transfer switch contact kit allows the transfer switch to lock out a single large electrical load that may not be go •6 Whae Grey Sun REQUIREMENTS OF THE CODES OF NEW Main line circuit breaker 1104mp Contact Kit needed,Not compadde will 50 amp pre-wired switches. Phase I G007027-0"Bisque Fascla Base Wrap M The fascia base wrap snaps together around the bottom of the new air-cooled generators.This offer a sleek,contoured/ •`Di e to A.n CABINET COLORS Number of rdor poles 2 6y PORK STATE. NOT RESPONSIBLE FOR Rased AC frrotor olu 60 H2 appearance as well asoffering protection from rodents and Insects by covering the INNng holes located In the base. ve•-a, Power factor 1.O 6005703.0•Bisque Touch-Up Paint Kit Kthe generator enclosure IS scratched or damaged,it Is important to touch up the paint to protect from future corrosion. 6:; • DESIGN OR CONSTRUCTON ERRORS r Beery requiremmt(not Included) 12 Voris,Group 26R 540 CCA minim um Dr Obpw35AGM65OCCAminlmum The touch-Up palm lot lachdes me necessary paint to comedy maintain or touch up a generator enclosure. 1 ® �, it [�1 Unit we'ant (to/kii) S78/235 6006485-0 Scheduled Maintenance Kit General scheduled maintenance kit provides all the hems necessary to perform complete routine maintenance on a' all �! I- Che.coel Blockwood Loren Brushed 17 Dimenslen 0.xW x H)in i cm 46 x 25 x 29/121.9 a 63.5 x 73.7 ease Sound oulDui In dB(A)a 23n(7 m)wih ameralm operating at normal load" 67 GaneroC automatic standby generator(011 not Included). N' Nickel G007009-0 LTEUpTankFuelLevel TheLTEanabledLPtaOfuellevelmonitorprovidesconstantmonitoringoftheconnectedLPfueltank.MonitoringtheLP a fE �el Sound output In dB(A)rg 23 ft(7 ml with generator in Owlet-Test'"low-speed exerclu mode" S7 COVER COLORS Exer�tae duration s min � Monitor tanks fuel level Is an Important step to verifying the generator is ready to run during an unexpected power failure.Status _ alerts are available thmuth ahas application to notify user when the LP tank Is In need of a refill. Engine Engine type GENERAC Ill 1000 Series 0007000.0(50 amp)Smart Management Module Smart Management Modules(SMM)are used to optlmlze the performance of a standby generator.it manages large elee-f (1 I ? V Number of cylinders 2 G007008.0 tricot loads upon afartOpeM sheds nlem to aid In recovery When overloaded.In many Cases,using SMM's San reduce ,;�,aL�s• COMPLY WITH ALL CODES OF O e99 cc 100 am the overall size and cost M the system. Durdarblenl ( p) I NEW YORK STATE &TOWN CODES Cylvo arrangement! Aluminum w/eavalve sPoaw GD07109.0.4G LTE Mobile Links Cellular The Mobile Link family d Cellular Accessories allow users to monitor generator status from anywhere In the world,using NAa g Graphite Groy Block Vrdbou,yarn werhea/prag AS REQUIRED AND CONDITIONS OF g G007170-0•WI-iy Accessories a smart phone,tablet,aPC.Easily access Isdormatlon such as the current operating status and malmenarrcesleds.Us-: Govern system Solid-state magneto Ethernet are can cotmect an accoud with an authorized service dealer br fast,friendly,and proactive service.Win Mobile Unit, CDMWaeSIDM ratio Electronic CABINET AND SHELL COLOR OPTIONS` Store soon ratio ' 9.Sa user are taken care dD¢lora the next power outage. I Cabinet Colors Java Charcoal Blackwood Linen Brushed Nickel Stoner t2 VOC G007220.0•Bisque Base Plug Nit Base plugs snap Into theliRinp holes on the base of air-cooled home standby generators.This offers a sleek,contoured Oil Upadty InoWtllnp fluor Approx,L9 qt/1 8 L appearance,as well as doers protection from rodents and Insects by covering the Ilmnp holes located In the base.Kt _•�� 17 N 3,600 contains four plugs,surldemfor use on a single air-cooled home Standby generator, j Shell Colon Alpine White Alpine Winne Alpine White Alpine Winne Alpine Winne 1 r�V�V1 G BOARD H OparaNnp rpm Ice Gray Ice Gray Ice Gray Ivory Ice Gray �� Fuel consumption G007301.0 High ARibfde Kit A high attitude kit mal required when operating over 2,000 it(610 m)above sea level per U.S.EPA regulhtlDmN Op-' Ivory platinum Platinum Tuscan Sun Platinum Ix Natural gas ne/hr(ma/nr) 19t 15.32) ending the engine with Yoe Incorrect engine configuration at a given attitude may Increase emissions and decrease fuel Tuscan sun Tuscan Sun Pebble (L (TlJI��f1 T '^r TRUSTEES it /2 Load 333(9.43) efficiency and performance, t -�JOU MOLD I OM�N I RV J I C.HL7 `A Full Load Liquid propane asrtir(gIrHO lL/hrl 75(2 06)17781 Pebble Pebble 1/2 Load Full Load 132(3.63)[13 73) - - - --- - - _--- - Nate Fuel pipe mud be sired for full load.Rpulrad fuel pressure to generator fuel Inlet N all load mgea-3 S-7In watw column(0 87-1 14 tape)Mr NE,10-121n water column(2.49-2.99 tape)In LP gas. Fat BID content,••,-,�munlpl hirer x r f ul load. darter x Iota press For generator content,0 all to m°mr x 9315(LP)of msAir x 37.26(NG). LEGENDARY MASSAGE SIZE �- Y• ---•-�---- Dimensions& UPCs SB�ftl, � 1i - V Controls 30 Penoneliaed-Control Jets Dfmanslons T x 5'8"x 33"1213 cm x 173 cm x 84 one Two-Noe plain text multilingual LCO Simple use irdedace for ease of criterion. •Moto-Massagern Lounge SCHD ply Mode buttonr AUTO Autometic stall on utility failure,Weekty,Bl-weeMy,or NonthtyulecfaMe exvdser. Soothing Stearns Seat CAPACITY MANUAL Start with starter control,oil stays on.If utility falls,transfer to load takes place. All 7� 'oxoml Precision*Jet Seat OFF Slops unit Power is removed,Control and charger,still operate. G007290-0 696471087307 rrrrrrrrrr_ Seating Cepedry 3seMs with lounge Rudy to AunrMainianmee messages Standard An ine run Andy Indication Standard G007291-0 6964710B7314 EASY WATER CARE Water Capadty 250 gallons/95D liters Programmable sled delay belwem 2-1500 seconds Standard(poprammabie by dealer only) Water Care System Freshwater®Salt System Ready Weight Si5 lot.1235 kg dry;3,12516s.11,425 kg tilled" Unity Voltage LDavRelum to UIvy,allustable(brownout setting) Rorn 140-171 V/190.216V _ Filtration System 100%No-bypass Filtration ADDITIONAL FEATURES Future Set Capable Exerdear/Exerdu Set Error warning Standard Exclusive,High-flow TH-Ku Fliters 's- Run/AlamVMainlemnce log 5o roods each 1[,017 195 sq it.Filtration Area Smart Site Hot Spring Spas App.Powered by the Connected Spa Kit tF`iy,.as+•°*e' �,'"��• Engine start seeuence Cyclic cranking 16 sec on,7 rest(90 no maximum duration). -< Technology JF%'•"� 4Y; pa.•"n' ?,- '�p Slater lock-out Starter cannot re-engage drift 5tic after None has stopped - Cover Lifters CoverCradle*,CoverCradle 11,Llft'n Glide* '+t Sensor Badery Charger Standard I - - LEADING ENERGY EFFICIENCY /1 Charger FaulL'Mlsslnp AC warning Standard O Jet Pump Wavemaster*9000,One-speed,25 HP Continuous Duty, Steps Steps are available to match cabinet colors ^'�'•'� xrf � xat �" Low Battery/3attery Problem Protection and Bar Condition Indication Standard f t6 51 HP Breakdown Torque Entertainment Bluetcoth*Wireless Sound system(Optional) xe'�, � ` . �jJ �•� standard u"N PANCY On �� ANamatic Volta a Regulation with Over and Under Voltage Protection w K t A 0 A Circulation Pump SllentFlO 5000*for gulag continuous nlintlon Control System 10 2020*with wireless remote control r Under-FreWmcY/O+enoadl5tepper OvecurreM Prolecbo¢ $tandara �a°i„l 'Neer"""„ 230 V/50 am A r ,!'79 1.A•, Safety Fussolnuse Problem Protection Standard aeowrvlcw Heater TltaNum No-Feultx6,000iii p.6OHx x s Aulomatic Low Oil Pressurn4iiph Oil Temperature Shutdown Standard can uoc vow (Includes G.F.C.I.protected sub-panel) OvercmnWOverOil N(n72ion Oil Senseture Shutdown Standard Dinimdomd-mapporrov,Seeirogethal mmudkr.ptdi ,W,.DDNOTUSETHESEDMENSIONSFOR NVALIAnON PURPOSES Insulation Multiple rumorsoi Foam Insulation;Connector Californiacie y t. `a �- Dye,c.,kOverroaHigh Engine d(eShutdown Lose Standar0 sEnergy tandardsfornporlab(le sp)asnd APSPl4 energy efficiency Lighting system Luminescence*multi color fourv2one -•`v USE IS UNLAWFUL Internal FaulVlncmect Wiring prolecgon Standard Common Mental fault capability Stmdartl Cover 3.5"to 2.5'tapered,151b.densltyfoamcore,with hinge seal Field upgradable firmware standard t���ITI IO UT C E RTI F I CAT •� '• Rating definitions-Optional Standby:Applicable for supplying backup power for the duralloo of the utility power outage with eonect maintenance contended "�✓' 'No menoa0 rapaDlllry k waltade Im ihu nunp,(All ratings In accordance wltn B5551/,1503046,UL2200,end DIN6271),MMmum kilovolt amps antloxreM are stabled to and limited by such factors as -"�'6.:+ ,rr � DRAWN: MH/MS fuel BTU/MegloNe content.ambicnl temperature,altitude,engine power and condition,etc.Maximum power decreases appuximately 3,5%tar each 1,00(fl(304 8 ri)above sea level and approximately 1% (/��, for each l0'F(6°C)shove 60-F(16-CI."Soured levels are taken fromthe front of the gneralor Sound levels taken ham other sides of the generator max be higher depending on Installation parameters. C• �F OCCUPANCY CY ' � e� �, 1 SCALE: u6 EPA c101F la nm-emerAmcy aPDbrallons GENERAC* General:Power Systems,Inc.•S45 W29290 HWY.59,Waukesha,WI 53189•generae.com IA � "�� JOB#: �! � o - ^l 020226anvecormosteemAInc.Md2hkreaaved All speceemons mau6ledto churn WhAdlossin PM NO A0002026894 Rw009/1AK022 'Noepecinla,4weweMnwWaNimvweaebk ACWeIL01w5 en4poLnemeyveryMmmmmpnenteeon Seedeelwloverxy 2o23 WewlnsWelineu•aevl �'" `r `•O'f',+'e��' IZ/I O/2023 IntlueeswAemd3 eduNwapmnglaShs Berl, •``.,'�"•�ex mil•'-- +rj• -� SHEET NUMBER: ELECTRICAL "" ^ -fir" - HOT TUB - GENERATOR SPECIFICATIONS INSPECTION REQUIRED ` c .w �. \ S- 1 SCALE: NOT TO SCALE f mTMIUMJSV !! SITE LAYOUT NOTES: /EL.--53.60' I. THI5 15 AN ARCHITECT'S SITE PLAN d 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THI5 517E PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 0 2 FROM A INFORMATION 5URVEY DATED AU6U5T 15,OBTAINED22 CL AND PREPARED BY: Q YOUNG ET YOUNG LlJ 400 OSTRANDER AVENUE RIVERHEAD,NY 11401 J m / TELEPHONE, (651)"l2T-2503 Q C� / ` PROJECT /ZONING DATA — c}p TAX MAP 0 1000-54-01-06.16 a0 C_Y pO f6 / �` ZONING DISTRICT AG NON-CONFORMING C jN O 0. C� LOT AREA 0.9 ACRES � p�.- / +'' N N SUFFOLK COUNTY HD APPROVAL PERMIT 0 BEDROOMS Q p7O O LOT COVERAGE DESCRIPTION(FOOTPRINT) AREA 55 LOT L_ COVERA&E 70 / EL.■53.38' TOTAL LOT AREA 40,1164 S.F. -j� eo,R ` PROP.DWELLING 1,115 S.F. 4.2% W M i_ PROP. 6ARA6E 596 S.F. 1.4% -I- / \ �� PROP.b5'Qx4' I 1� O / / \red I DRYWELL ��• PROP.COVERED PATIO 264 S.F. 0.6% U C PROP.FRONT ENTRY STEPS 40 S.F. 0.2% L \ If 1 I PROP.BASEMENT STAIRS 62 S.F. 0.2% Q 'gin PROP. \ �/ 16" COPING / POOL EQUIPMENT I PROP. INOROUND POOL 661 S.F. 1.'T% O \ / PROP. TOTAL AREA OF ALL STRUCTURES 5556 S.F. 6.5% � BASEMENT 42.6' **MAXIMUM LOT COVERAGE ALLOWED - 20% O_Z / STAIR O f I 1 Q �. � PROP. PROP.AG UNITS 4'm POOL \\ DRYWEL_ I PROP.WI vOL / VINYL IN6ROUND / POOL •� / \ \ \ PROP.W-O"HIGH / 40�p \ ( FENCE ,m 0 / / V 2-STORY WD. �� / /FR./BASEMENT EL N �d//(4 BEDROOMS) STONE PATIO / EL.■52.42' / F.F.EL.■55.5' / r--_PROP. PROP.SELF GLOSIN&/ ��o PROPANE LINE SELF LATCHING POOL / COVERED O ENCLOSURE ,�0 = EXIST. PATIO' ———_—— HYDRANT /15.0' 24.0' ' PROP.WINDOW - 40.0' PROP.6'gPx4' WELL O/ I DRYWELL I-STORY WD I I o R � 25.0' FR.&AA6E /p Q 2 ON SLAB /� ( [� 1 I /� wu I D I PROP.SELF CLOSING/J ( I SLAB EL.■55.5' cm I a \ SELF LATCHIN6 POOL I o ENCLOSURE ! I 0' I I 14.0' 50' FRONT YARD SETBACK (PRIMARY) I I i co I w N PROP.a'Ox4' 1 E ' ►\ i f DRYILL 1 I O z Y po, CZ I w N 7r &RAVEL DRIVEWAY rn 1 I ¢o c � � 1 PROP.UTILITY POLE w/BURIED ELECTRIC ` PROP.SEPTIC TEST I LINES TO BOTH PROJECT: EXIST. ` HOLE 1 ADJOININ6 LOTS CATCH EL.=52.40' BRIDGE LANE LLC BASIN EL.■51.9T' N _ _ _ � AS-BUILT POOL �© 160.00, fD EL.-52.52' EXIST.FIRE WELL j o z 5295 BRIDGE LN CD a a.� CUTCHOGUE, N.Y. 11935 I p CD w Bldg Dept copy frOm 8A ry ftal roviawed d j > o �- ZPA Mle `-1� � DRAWING TITLE: -a R Data:-S! �? B R I D 0 EL A N E � � POOL LAYOUT&SECTION j rn PROP05ED SITE PLAN 50ALE, 1" 20'-0" PAG E: /ikTOP OF POOL WALL L 66'O" Z BA 0 1 ELEV.0.O' —�.N------_ P OF POOL WALL /\�E ----_----TO---ELEV 0.0' DATE:1/22/24 ------- rr%SLOPE,53% SHALLOW POOL FLOOR \//\//\/ ° \//\//\ \ MAx.nuov�v \/\\/\\/\\/\\/\\ \ 0� \/\/ COMPACTEDNNDISTURBED EARTH \ \ \ \ \ \ \ \ \ \ \ �)4 d \\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/ \\ \ \\ \\ \\ ------ POOL DEEP END FLOOR ' ' 5, \//\// PROPOSED SECTION SCALE: 5/I6" ■ 1'-D" T� �*-ffi-' " o$r �J HEALTH DEPARTMENT USE vmn+e�9 400 Ostrander Avenue,Riverhead,New York 11401 tol.631.1272303 fax.631.12T.01444 odminoyoungengineartng.com mq *,i� i Howard YV.Young,Land Surveyor WE Thomas C.Holpert,Professlonal Engineer Douglas E.Adams,Professional Engineer Robert G.Test,Architect Robert 51;rvr kl,Architect S SITE DATA pad AREA=40,964 SQ.FT. TEST HOLE \` ele 'SUBDIVISION-'SYLORET ESTATES'FILED IN THE OFFICE OF THE BY AMP ARaUTECn1RE `\ p� CLERK OF SUFFOLK COUNTY ON JUNE 08,1976 AS FILE NO.6390. 10200 MAIN ROAD,UNIT 3A MATTITUac.ONYY 1952 9grsJ ' VERTICAL DATUM =NAVD(1988) DATE:06/21/2021 9s523 00 / BROWN LOAM `\ / la' / BROWN SAND WITH `\ `•( ITHGRAVEL 10 .52.81 \ 7.0. 5252 PALE BROWN PINE SAND WITH 10% \ ` GRAVEL •52.92 \ ` 52.14 (�"pi,• ENGINEER'S CERTIFICATION 12.0. ,' SPrKE 52_52 NO WATER ENCOUNTER 1 SET `\ °I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISP05AL Ap F� SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH S WOFIME-SOIL, SITE AND GROUNDWATER CONDITIONS,ALL LOTS,AS PROPOSED,CONFORM 53.40 R�ry S4 .� 0 O TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTy�SERVICES CONSTRUCTION / ``\ \ SG STANDARDS IN EFFECT AS OF THIS DATE." / \1 THO 53.29 5J � 76O HOWARO W.YOUNG,N.Y.S.L.S.NO.45893n THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 5195 ® \` SURVEYOR'S CERTIFICATION--- ® / •53.25 ® \ \5234• L./�'N'WE HEREBY CERTIFY TO 5295 BRIDGE E, LLC THAT 5 i� 53.36 Nall"6a' S s5 CMF SURVEY WAS PREPARED IN ACCORDANCE WITH CODE OF PRACTICE FOR i t.97 `\ /-' LAND SURVEYS ADOPTED BY THE NEW YORK STA ASSOCIATION OF wss St.as PROFESSIONAL LAND SURVEYORS. 51.90 / ' Lot 16 501 / •53.65 Subdivision- T��,55 °1..799 ` —— "Syloret Estates" µtAi v_ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 52.02 6 w M 10 O 1, SURVEY FOR / •53.84 G v�51 52.56 5295 BRIDGE LANE, LLC P (I1 N 52.86 `pooTA+ y LOT 16"5YLORET ESTATES" € hm STIN CMF 92 53.01 5306 at Cutchogue,Town of Southold 0 01 53.13 Suffolk County,New York 53 57 53.30 R 5 r�g tb1 ab BUILDING PERMIT SURVEY 36' County Tax Map Diwza 1000 s-u- 84 8)-c 01 Lac 6.16 wss 53. rjT \ M,sopFIELD SURVEY COMPLETED 53,64 E � MAP PREPARED AUG.16,2022/-- 54.01/ /' \\ REVISION Record of Revisions DATE \ /� .s4.a7 LEGEND CMF =CONCRETE MONUMENT FOUND @ ' CMS =CONCRETE MONUMENT SET ` / DI =DRAINAGE INLET o /' EOP =EDGE OF PAVEMENT > WSF =WOOD STAKE FOUND OD STAKE SET qp 0 20 40 80 120 WOFIRE HYDRANT Scale:1"= 40' = ELL END OF DIRECTION/DISTANCE JOB NO.2022-0151 DWG.2022 0151_bp 1 OF 1 OPERATING AGREEMENT OF 5295 BRIDGE LANE LLC THE OPERATING AGREEMENT, effective as of the 20 day of May 2022 (the "Effective Date") is made for 5295 BRIDGE LANE LLC, a New York limited liability company (the"Company"). WITNESSETH: WHEREAS pursuant to Articles of Organization filed with the Secretary of State of the State of New York on April 14, 2022, the Company was organized as a limited liability company known as 55Z9$�$$IDGE�LANLZC under the New York Limited Liability Company Law, as from time to time amended(the "Act")and WHEREAS, the Members (hereinafter defined) desire to set forth their rights, powers and obligations with respect to the Company. NOW, THEREFORE, in consideration of the premises and mutual covenants contained herein, the Members, intending to set forth the terms and conditions governing the operation, management and capital structure of the Company,hereby state as follows: ARTICLE I DEFINED TERMS Unless the context otherwise requires, the defined terms used in this Agreement shall have the meaning specified in this Article I. The singular shall include the plural, and the masculine gender shall include the feminine and neuter, and vice versa, as the context requires. "Additional Capital Contributions' means any amounts of cash and/or property contributed to the capital of the Company by any Member after the Effective Date pursuant to the provisions of Section 5.2 of this Agreement. "Agreement"means this Operating Agreement, as hereinafter amended from time to time. "Available Cash" means, for the applicable or pertinent period, cash receipts derived from Gross Revenues (without deduction for depreciation or for other noncash expenses or items), after deduction for (a) amounts used or necessary to pay Operating Expenses, (b) amounts set aside for restoration or creation of reasonable reserves and (c) repayment in full of interest and principal on any loans made to the Company. "Capital Contributions" means the sum of the Capital Contributions of the Members as of the Effective Date and any Additional Capital Contributions made by the Members. NYOFFICE 1380012v.1 1 "Code" means the Internal Revenue Code of 1986, as amended from time to time (or any corresponding provision or provisions of succeeding law). "Company" means 5295 Bridge Lane LLC, the New York limited liability company governed by the Act and this Agreement. "Distributions"means any Available Cash or other Property distributed to the Members. "Gross Revenues" means, for the applicable period, all cash and the fair market value of any property received from all sources (including Capital Contributions., cash on hand at the beginning of such period to the extent not held in reserves, proceeds from the sale or other disposition of any property, proceeds from borrowings and any funds released during such period from cash reserves previously established)by the Company during such.period. "Interest" means the entire ownership interest of a Member in the Company, including, without limitation, the right of the Member to any and all benefits, allocations and Distributions to which such Member may be entitled as provided in this Agreement and in the Act,together with the obligations of the Member to comply with all of the terms and provisions of this Agreement. "Manager" means the Person appointed as such as provided in Section 7.1(a) and all successors thereto. "Member" means any ofns_T`a_ri€inoM arras;Daniel Marra, and Anthony Portillo or any of their Permitted Transferees, or any other Person who is admitted as a Member in the Company in accordance with the requirements.of this Agreement. "Operating Expenses" means, for the applicable or pertinent period, all reasonable cash expenditures or payments or commitments to make cash expenditures or payments made by the Company during such period directly or indirectly in connection with the Company's businesses or operations, including, without limitation, those incurred for administration, accounting or bookkeeping and legal and other professional services, and any and all reasonable expenses incurred by the Company, all as determined by the Manager. "Permitted Transferees" means (a) a Member's spouse, parents, sibling, child, whether natural, adopted or a stepchild, and/or other lineal descendant or issue who is competent and has attained the age of twenty-one (21) years, (b) the Personal Representative of the Member or any person described in clause (a) above, (c) any trust for the sole benefit of the Member and/or any person described in clause (a) above and (d) any entity in which the Member owns, directly or indirectly, one hundred percent (100%) of the equity interests therein and has, directly or indirectly, majority voting control. "Person" means any individual, corporation, trust, partnership (limited or general including limited liability partnerships), limited liability company or other form of association. "Personal Representative" means an executor, administrator, trustee, committee, guardian, NYOFFICE 1380012v.1 2 tl Q ARM 0 Lu uj E J co 74 Ln �„y}...Y`'v�..^as��-•� " ,r .�& '.,� °rh` ., f ' .`•s "d'v iy�.P d7 [ •" 's • „ . t, ` ^� � *'yda 'tt'?' , y,F° O '� o [. /.J�' a+4`gr .h',. '� ,t• ..°j. s-"^+.,`5;p N t. "" t' j ,�--! r J �, st"� k i,3. ",,_\e`-r `w 3tdl, \•�� ¢"" 1at ,m''aM _ ✓ i L r / r / •fe'. s.. a' !�s•7�i"' a" °/ 'RI. 1\ 1 w{ � f'. .r^ '+'°f , . ,, .�,. t .w. t9 Q z ' ,dr�fd �a,r. �►,t' �y, `` H+� .. ,�?"�r y, a BCD U O O .}J SUBJECT PROPERTY '� b `+a.'�� < + � r yy'�•�" <''?»`:=.`:wh. `t 4-+ a-' Ln N cm .1 >f,/ .r! Af '" v,"'"+c l �` •�, !�.'- " `''!' '�, I ',� ^t`rLf' C 1` � Q O L w ~°'•` t .. AS N 3c'. "' a.>' ,gyp•`✓ �m ••,r t�/ �jr'j•:`7.. ; ."` .sl" p �r'; y(t'0. /�/�11 1/ On ten. �� ' \•� � .r r .J. ,, _, ji n �i.�;.• F ,Y A P d•fsY ,k0. �.®' m 4`>t �, .' K\ p.%r_F, tF tM ;1`.� M r ,i ^4 ` A j " `�` .. • h'.,�4 ., .,` 1:7�/G Lri'.i♦(`T�4r��, y Ui 9 1 ht ;.< r„ �.� +P� .t I �d !a �, r �,/�, ym. ti'" �d' w j •atre s�'A., •fir ..,,^�^�' !�-sr. a ;!•�w`''�}`*Nr � I" 'Yr� r4T'B' „,. fdt 1 tl 1 ,..' s „ �yfF,"•. t,., er' R W t. '.v,� .e •R� Fi"MI f �E,. N �iv�71(k r �. ,_.=il] . , .., ., ✓, R,. #-`sw\ 4;,�'�i j!' � •r_. � EN.,L05E POOL TO COD ..!!!.,r� �'�: .�. _��' �.a, __ _. �� ..-� .. �"'' ��°�:; UPON COMPLETION E ^"� �� � a ' LOG�TIO1� M�fi � MD / BEFORE"WATER" BE GON IPLE i E F&0- C.O. —'—J W \ ` ALL CONSTRUCTION SHALL MEET THE SCALE: NTS _ REQUIREMENTS OF THE CODES OF NEW _,(_ \ YORK STATE. NOT RESPONSIBLE FOR Additional DESIGN OR CONSTR=0N rERRORs ` Certificati ���� ��� . (, � \ on � � � ` l�ayBe ReQui�� PROJECT LOCATION &SCOPE '— SITE PLAN & ZONING DATA om Q cn OCCUPANCY OR . USE IS UNLAWFUL _ GENERAL WITHOUT CERTIFICATE .00 NOTES O � STRUCTURAL DESIGN CHARTS \ OF flCGUPAICY � � \ RETAIN ST RM WATER RUNOFF PROPOSED LAYOUT, SECTION & DETAILS Al / PURSUANT 0 CHAPTER 236 OF THE TOWN CODE. J / r O I NECOY PLY WITH ALL CODES 0 ES ORK STATE&TOWN CO U / - AS REQUIRED AND CONDITIONS OF I cXVM0T0l,%PLA%NVNGBOARD FRoJE�T DATA : 18" COPING '""""`"`"' SOUTH0LD T0!NN TRJSTEES POOL EQUIPMENT 42.8' N.Yum PROJECT / ZONING DATA SOU�HOLD p TAX MAP # 1000-84—DI-06.16 i t773 / \-4'oP POOL I ZONING DISTRICT AG NON—CONFORMING ORYNELL LOT AREA 0.9 ACRES Ir VINYL INGROUND POOL LOT GO�(ERAGE �0 DESCRIPTION (FOOTPRINT) AREA o LOT u� om) I COVERAGE w �0 / TOTAL LOT AREA 40,-i64 S.F. , U 2-5TORY ND. DWELLING 1,715 S.F. 4.2Y FR. DWELLING N/ BASEMENT GARAGE 5-16 S.F. 1.4% (4 BEDROOMS) STONE PATIO COVERED PATIO 264 S.F. 0.69b FRONT ENTRY STEPS 110 S.F. 0.2% 0 BASEMENT STAIRS 62 S.F. 0.2%COVERED PROJECT: PATIO I INGROUND POOL 681 S.F. 1.7Y TOTAL AREA OF ALL STRUCTURES 3,388 S.F. 8.39� BRIDGE LANE L LC O I I-STORY WD ( "MAXIMUM LOT COVERAGE ALLOWED - 20% RESIDENCE FR. GARAGE ON SLAB ACCESSORY STRUCTURE REOLAREMEN75 W-O" H16H POOL FENCE I/ \� I SLAB EL.=53.5' I PROPOSED COMPLIES AS PER NYS CODE 1 \ � 1 295 BRIDGE LN I MINIMUM SIDE YARD 15.0' 42.&' YES CUTCHOGUE, N.Y. 11935 � I O L I MINIMUM REAR YARD I5.0' 45.3' YES DRAWING TITLE: "O DwELLIN6 15 NOT PART OF THIS FILING **ZBA GRANT W789q FOR PLACEMENT IN A SIDE YARD PROJECT LOCATION & SCOPE P t t I o SITE PLAN & ZONING DATA O -- o O O,\ GRAVEL DRIVENAY I Z � O PAGE: \ I IP-100000 \ I - - DATE: 06/19/24 1 OF 2 I 546 o5cl'40"E I60.00' �o O 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN B IS SUBJECT TO VERIFICATION BY A LICENSED .�� SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNONLEDGE. [E-1 LJ L/ L 2. SURVEY INFORMATION NA5 OBTAINED FROM A SURVEY DATED AUGUST 15, 2022 _^. AND PREPARED BY: �' LA 2024 LL llq F E c R c(j) r ul(), L YOUNG ET YOUNG 400 OSTRANDER AVENUE i'.LT=;•r yT _ v E, , 5I T� �L�I`I, RIVERHEAD, NY IIa01 TELEPHONE: (631) 727-2503 SCALE: 1" = 15'-0" CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD 25 LBS 0- Q BASIC WIND SPEED 150 MPH LLJ EXPOSURE CATEGORY B C J Lu J (13 co SEISMIC DESIGN CATEGORY B 37'-8" Q +-' °C N WEATHERING SEVERE O Z) � 3-O FROST LINE DEPTH C9 a--� � TERMITE MODERATE TO HEAVY p C Z O •N L) ICE BARRIER REQUIRED YES N I-I I-I O 4 C9 A-101 I A-101 i 4-J a-J Lr) N cc NOTES 4 SF'EG I F I GAT 1 ONS FOUNDATION, CONCRETE, AND MASONRY Q O IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT T06ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK SUB-CONTRACTORS IN SUCH A MANNER To A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. n 1 2. ALL FOOTINC75 TO BEAR ON FIRM, VIR61N,UNDISTURBED 501L I W GENERAL COMPACTED A-lol I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE �4 APPLICABLE BUILDING DEPARTMENT. 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. dj EARTH NI TEN 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW 6RADE, UNLESS SIDE WALLS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING +J TO STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. �„J 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING 15 IN PLACE. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY P. GONG. STEPS OF THE OWNER/BUILDER 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SHALL BE CLARIFIED WITH THE ARC•HITEGT/ENOINEER BEFORE PROCEEDING SOLID WITH CONCRETE. WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. r l b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 v UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1. U.O.N. -I. CONTRACTOR To VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS _ 11. GONG. SLABS REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING /r 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER I'-6" " \` • b. DRY WELLS AS REQUIRED BY STATE AND LOCAL 001PE5. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �' q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - PROPOSED FOOL STRUCTURE 10. OWNER/BUILDER ARE RE5PON515LE FOR ALL INSPECTIONS, APPROVALS, (1) WALL TIE PER (5) 50. FT. Q CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, SCALE: I/4" = I'-O" 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE. 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR PE51ON INTENT ONLY. OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ ENGINEER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK BROOM GLEAN. 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. 36-O" 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A AND ORDINANCES. MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ lb. THE CONTRACTOR SHOULD FULLY' GUARANTEE HIS WORK AND THE WORK OF CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCIN6. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" 1-I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLF-55 THE OWNER, DEEP $ 3'-0" BELOW GRADE. ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND I-I I I-I AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 A-101 I I -A-101 I ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF SWIMMING POOL 4 HOT TUB THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, :055 OR EXPENSE (A) I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO WITH ANSIAP51P/ICC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK INOROUND SWIMMIN6 POOLS, 2011) ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (5) IS CAUSED IN 2• PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND WHOLE OR IN PART BY ANY NE6LISENT ACT OR OMISSION OF THE CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/ICG b (AMERIGAN NATIONALCONTRACTOR, ANY SUBCONTRACTOR, Q EMPLOYED BY ANY OF THEM, OR ANYONE ANYONE WHOSE ACTS ANY OECTLY lu F THEM MAY ED STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015) INC-ROUND SPOOL I A BE LIABLE REGARDLESS OF WHETHEER OR NOT IT 15 CAL5ED IN PART BY A 3. AN OUTDOOR SWIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY O BARRIER (MINIMUM 4b" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION (4) R15E 5 -i 648 S.F. 1L PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE DN < ( 5.25 12 Q O I&. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS PROVIDED. N I - `� w BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 4. SWIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT POOL TO Q 2 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE ( HAVE VINYL dJ TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 2020 NYS RESIDENTIAL CODE. m FINISH U APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 5. BARRIERS, BARRIER SATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NYS AUTHORIZATION OF THE ARCHITECT/ RESIDENTIAL CODE. ENGINEER. I � 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 SITE WORK NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR PERTAINING ARE TO BE FIELD VERIFIED. 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, _ - - - IW- 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK RECEIVE CLARIFICATION FROM AR.GHITECT/ENSINEER PRIOR TO PROCEEDING. _- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.21. ALL 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. _ _ - _ BENCH \ SPECIFICATIONS, UN ALS SS NO ARE TOBDIOTHERWI ENSTALLED AS PER MAN'JFAGTURER'S STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING _ - _ PROJECT: SITE. STOCKPILE ALL EXCAVATED MATERIALS. 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE I'-6" b'-O" 18'-6" 7'-O" BRIDGE LANE LLC 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. I-O STONE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 COPING RESIDENCE COPYRIGHT PROTECTION ACT OF Igg0 (AWCPA), WHICH HAS SEVERE PENALTIES. 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. PLAN NOTE: ALL EXTERIOR DOORS AT EXISTING DWELLING WITHIN BOUNDARIES OF PERIMETER FENCING TO HAVE ALARMS PROPOSED I NOROUND POOL. LAYOUT 5295 BRIDGE LN CUTCHOGUE, N.Y. 11935 STONE c:OPIN SCALE: 14' = I'-D -o DRAWING TITLE: 10" POURED GONG. WALL; PROPOSED LAYOUTS \/\ \� / O" 4" PROVIDE (2) #4 HORZ. REBAR AT TOP AND BOTTOM OF WALL; W/ PROPOSED SECTION #4 VERT. REBAR 5q" O.G. PROPOSED CONST. DETAIL //\// SEE SECTION \ 8 PLANS FOR DEPTHS PAGE: \ UNDISTURBED EARTH / TOP OF POOL WALL // 10 0 // // / 11 ELEV. O.O ��_------ ---------- TOP OF POOL WALLP-10 ■ /\/\/\/\ II° , VINYL LINER ,.GRADE i cv ELEV. O.O' \\ \\ // '.•'. mod- � /GRADE% OMPAGTEDNNDISTURBED \/\/\/�..'" \/ \ to •,�.' \�/\// DATE: 06 19 24 EA \/ \/ \/ �/ \/ 2 0 F 2 RTH //\//\// ' \ \/ \\ \ \ \ \ \ 2790 SLOPE;335i� \ \\ \\ \/\/ \/ SHALLOW POOL FLOOR \//\/\ \ ' \/ L \!`\/ / / / / / \ \ \ / / / p q 6 // // // // // // // MAX. ALLOWED Ix/l/\�\/77 /\/\/\/\/ Ap ELEV. -3.0 // // // // // // // // / / / / / / / XX COMPACTED/UNDISTURBED EARTH \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\iUNDISTURBED\//\//\//\/ \ \\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ \ /\\ \ \\/\\/\\/ POOL DEEP END FLOOR \\ EARTH \/\/\/\/\/\/\/ •/\/\/\/\/\/\/\/\/\ \/\/\/\/\/\/\/\/\/\/\ �,L.� ---------------- /\/\/\/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\/ / /\ / /\ \ / \ \/\ ELEV. -8.0' / / / /// \ / // // // // // // // /j// / // // //\/ // // // // // // // // // //\/// //\//\//�//\//\//�//\//�//�//� � pp PROPOSED DETAIL : I/A-1 O 1 PROPOSED SECTION 1 -1/A-1 O 1 SCALE: 5/4" = I'-O" SCALE: I/4" = I'-O"