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HomeMy WebLinkAbout48248-Z Town of Southold 2/16/2024 P.O.Box 1179 o - co 53095 Main Rd t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44989 Date: 2/16/2024 THIS CERTIFIES that the building POOL HOUSE Location of Property: 90 Kimberly Ln., Southold SCTM#: 473889 Sec/Block/Lot: 70.-13-20.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/22/2022 pursuant to which Building Permit No. 48248 dated 9/2/2022 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: existing storage shed converted to pool house with half bath as applied for per ZBA#7638, dated 6/16/2022. The certificate is issued to Karibu LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0071 12/11/2023 ELECTRICAL CERTIFICATE NO. 48248 2/7/2024 PLUMBERS CERTIFICATION DATED 12/14/2023 Brad Piecuc Authorized S g ature �O�g11FFol,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT ca 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#: 48248 Date: 9/2/2022 Permission is hereby granted to: Karibu LLC 535 5th Ave FI 30 J New York, NY 10017 To: convert existing storage shed to pool house as applied for per ZBA & SCHD ap provals. At premises located at: 90 Kimberly Ln., Southold SCTM #473889 Sec/Block/Lot# 70.43-20.20 Pursuant to application dated 7/22/2022 and approved by the Building Inspector. To expire on 912/2023. Fees: CO-ACCESSORY BUILDING $50.00 ACCESSORY $228.00 Total: $278.00 Building Inspector oF so�ryol � o Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �1�� sean.devlinCM-town.southold.ny.us Dlu m BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karibu LLC Address: 90 Kimberly Ln city:Southold st: NY zip: 11971 Building Permit#: 48248 Section: 70 Block: 13 Lot: 20.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: GreenLogic License No: 43858ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Bathroom Added in Pool House Inspector Signature: Date: February 7, 2024 S.Devlin-Cent Electrical Compliance Form VAT Tcwn MR 54375AftkR� (631)7fi ��79 gaa(631)765 9: IP�3_�x VS s� s MUDMGDEPARTMENT i ; ' '•��.,Imo!,f! �/7 TOWN OF SOUMOLD DEC 1 4 2023 RITU 11"W DYING Mill". CERTIFICATION DaW- BuUftPbmhNcL y�ZzIB �'�: Brael P;ecvcl, I CedWY thg the said umd ta#he water spa *symm omtaims I=am 2110 or1% lead P SUSW-A-R12ZO Ps byro_� e(f,RevtYork 3tTlri3tS�iLlt2 C:+i�:FrS its G1 i s m✓ NotaW � �o�aOF SOUI 4&2 1 V I O ikei fix-r/ �n * # TOWN OF SOUTHOLD BUILDIN� DEPT. °ycourm, 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: ee r a -r MA if rz 1 oo- SG� v 1 J &r a4- �� DATE Ot 7 l. ek INSPECTOR �o�aOF SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. a °�omr+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL PWI,405-r- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: YZ k6l lIR4' A&-�v u 9� �► �� n 0 5utZvem ✓I "IC ATE /•o? a INSPECTOR �o�aOF SOUTyO� (_' o en^/ _ -- f # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: f r-cvjd evw DATE INSPECTOR RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 www.mksarchitcct.com January 02,2024 Southold Town Building Department --�, r-';t 'r r, '` 54375 Main Road Southold,New York 11971 J A N - 2 2024 Re: Pasqual Schaary property 90 Kimberley Lane Southold NY r_ d SCTM#1000-70-13-20.2 Permit#48248 To whom it may concern, I have been on site during the construction phase for the shed conversion to Pool House. The framing and rough plumbing/pressure test have been completed as per plans and to the best of my knowledge, meet or exceed NYS code requirements. Please call this office with any questions you may have. Sincerely, 4Z•i��" �i FyA�y'"w,r� Mark Schwartz 0- i AIA Nlember American LLstitLite of Architecture 1/10/24, 11:57AM IMG_4263.jpg w r • a t F 1 IT F EB - 7 2024 https://mail.google.com/mail/u/0/#inbox?projector=l 1/1 1/10/24, 11:57AM IMG_4265.jpg U t c 5 no ET- FEB - 7 2024 https://mail.google.com/mai1/u/0/#inbox?projector=1 1/1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) s y 04 ------------------------------------ S G0 FOUNDATION(2ND) y ROUGH FRAMING& y PLUMBING Q r N r INSULATION PER N.Y. STATE ENERGY CODE p C e /v^b� 60h/ 2v FINAL as"� /�riTi�-IG. C 22�7�i GC' `-�YI �K- ►2 c d. ADDITIONAL COMMENTS 4-c-D 0 22C I as 7a V �e d- ga� aa - c c- Z 3 n 1 N W o z d H �- TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hqs://www.southoldtom=.Bo Date Received APPLICATION FOR BUILDING PERMIT I I For Office Use Only D PERMIT NO. Building Inspector: NOV 15 2021 D BUILDING DEPT. TOWN OF SOUTHOLD H 'PPAq4tionsah 'Prms mus.-­ .Owner's Authorization form(Rage 2)shall�be�completed =Y.��TMut _ Date: -PROPERT.`,OWNERS:O Y. Name: P. -s-.c--7m---#-1000- —CA Project Address:_ Phone#: Email: p Jr Mailing Address:- -ON PERSON Name: M-A Mailing Address: f Phone#: Email: DESIG F SIOU INFOkk�i N-PRO lidii Name: Mailing Address: Phone#: Email: I CON aOR:l n I*F�QRMATION. Name: Mailing Address: Phone# Email V J -SE6 �"- ' i'O 6lik i 6 N O'P'6 CON� ONew Structure ElAddition Alteration DRepair ElDemolition Estimated Cost of Project: Elother RWt A L,ro Will the lot be re-graded? E]Yesp(No Will excess fill be removed from premises? KYes []No r. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to (( V this property? ❑Yes $(No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): eAuthorized Agent []Owner Signature of Applicant: Date: Z STATE OF NEW YORK) SS: COUNTY OF IVFPo�-1C ) HA r-- Sc,0(4,"Alz T z-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ( ontractor,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 d Vay of I f c— .2021 n �fiotary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DV 6306900 (Where the a is not the owner QUALIFIED IN SUFFOLK COUNTY p OMMISSION EXPIRES JUNE 30,2 0A plicant ) C Pascal Schaary residing at 90 Kimberly Lane I, do hereby authorize {-M Ale K SCL4%v A A CLC L4 1];n7to apply on my behalf to the Town of Southold Building Department for approval as described herein. 110� 11/09/21 Owner's Signature Date Pascal Schaary Print Owner's Name y� gUfF9tJt �oS co°yam TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov f Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVAL For Office Use Only D E C E0q E J PERMIT NO. Building Inspector: SEP 2 4 2021 (_J Applications and forms must be filled out in their entirety. Incomplete BUILDING nL 1, TOWN OF SOUIHOLU applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: September 23, 2021 OWNER(S)OF PROPERTY: Name: Pascal Schaary SCTM#1000-70-13-20.20 Project Address: 90 Kimberly Lane, Southold, New York 11971 Phone#: (917) 892-2480 Email: pschaary@gmaii.com Mailing Address: 90 Kimberly Lane, Southold, New York 11971 CONTACT PERSON: Name: Mark Schwartz Mailing Address: PO Box 933, Cutchogue, New York 11935 Phone#: (631) 734-4185 Email: mksarchitect@optonline.net DESIGN PROFESSIONAL INFORMATION: Name: Mark Schwartz Mailing Address: PO Box 933, Cutchogue, New York 11935 Phone#: (631) 734-4185 Email: mksarchitect@optonline.net CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? BYes ONO 1 PROPERTY INFORMATION Existing use of property: Single Fam. Res. Intended use of property:Same With accessory Shed Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes @No IF YES, PROVIDE A COPY. @ Check Box Ater Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(p ' ame) rk Schwartz @Authorized Agent ❑Owner Signature of Applicant: Date: 9/23/21 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Mark-SchwGi r{Z ' ry ; rvv `'y=' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Architect/Agent (S)he is the (Contract , Agent, rporate Officer,etc.) of said owner or owners,and is duly authorized to p 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 thisiQ- ,fJ _day of t_ f�YI� 20� OL otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK ROPER OWNER,BUT-HORII A `tl N NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2a2. Pascal Schaary residing at 90 Kimberly Lane, Southold, New York 11971 do hereby authorize Mark Schwartz to apply on my behalf to the Town of Southold Building Department for approval as described herein. 4 09/23/21 Owner's Signature Date Pascal Schaary Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 6, 2021 TO: Mark Schwartz(Schaary) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated September 23, 2021: For permit: to construct an accessory storage shed at: Location of property: 90 Kimberly Lane, Southold,NY County Tax Map No. 1000—Section 70 Block 13 Lot 20.20 Is returned herewith and disapproved on the following grounds: The proposed accessory storage shed on this conforming 47 311 sa 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 yard. The site plan shows the proposed storage shed to be located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 r' TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. onv.7„s_. ono -rowN of sou►�+ NOTICE OF DISAPPROVAL DATE: December 9, 2021 dt� 01�s��.�,,,-cam• TO: Mark Schwa chaary) �1b7� ��"��' �C�`�� ' L PO BOX ,,Q� �cj M�j,,J� Cut ogue,NY 11935 Z> Please take notice that your application dated September 23, 2021: For permit: to construct an accessorys torage shed at: Location of property: 90 Kimberly Lane, Southold,NY County Tax Map No. 1000—Section 70 Block 13 Lot 20.20 5� �W�v c a-✓s � Is returned herewith and disapproved on the following grounds: oo Coo an L"" The proposed accessory storage shed, on this conforming 47,311 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 yard. The site plan shows the proposed storage shed to be located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 9, 2021 AMENDED: January 19, 2022 TO: Pat Moore (Schaary) 51020 Main Road Southold,NY 11971 Please take notice that your application dated September 23, 2021: For permit: to construct an accessory storage shed, construct an accessory jacuzzi, and to legalize the conversion of a storage shed into pool house at: Location of property: 90 Kimberly Lane, Southold,NY County Tax Map No. 1000—Section 70 Block 13 Lot 20.20 Is returned herewith and disapproved on the following grounds: The proposed accessory storage shed and the Jacuzzi, on this conforming 47,311 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 The site plan shows the proposed storage shed and proposed jacuzzi to each be located in the side yard. The conversion of an existingsge shed to pool house is not permitted pursuant Condition#3 of ZBA file#3902 which states: "That the accessory structure only be used for storage purposes and only to have electricity The site plan indicates pool house use and shows the structure as having its own septic system. This disapproval was amended based on additional information and an updated site plan presented to the building department January 19, 2022. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. b � BOARD MEMBERS 80 Southold Town Hall Leslie Kanes Weisman,Chairperson �� '�,�� 53095 Main Road P.O. Box 1179 1 Southold,NY 1 97 1-0959 Patricia Acampora y Office Location: Eric Dantes Tovvn Annex/First Floor, Robert Lehnert,Jr. ® 54375 Main Road(at Youngs Avenue) Nicholas Planamento � � ',' �� Southold, NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS J U N 2 3 2022 'TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631)765-9064 J U iti 2 3 2022 FINDINGS, DELIBERATIONS AND DETERMINATION Southold Town Clerk MEETING OF JUNE 16, 2022 ZBA FILE: 97638 NAME OF APPLICANT: Karibu, LLC/Pascal Shaary PROPERTY LOCATION: 90 Kimberly Lane, Southold, NY SCTM#1000-70-13-20.20 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 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated February 23, 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 property is a conforming 47,311 square foot lot located in the R- 40 Zoning District. The northerly property line measures 295.00 feet and is adjacent to Pine Neck Road,the easterly property line measures 125.00 feet and is adjacent to Kimberly Lane, the southerly property line measures 315.92 feet and the westerly property line measures 150.05 feet. The property is a corner lot. The property is improved with a two-story frame residence with an attached two-car garage and deck. There is an inground swimming pool located at the rear of the house but in a technical side yard because of two road frontages, along with an existing wood frame 20.5 feet x 16.4 feet storage shed pool house adjacent to the. swimming pool as shown on the survey prepared by Paul Barylski, L.S., and dated March 25, 2021. BASIS OF APPLICATION: Request for Variances from Article ITT, Section280-15 and the Building Inspector's December 9, 2021, Amended January 19, 2022 Notice of Disapproval based on an application for a permit to constrict a new accessory storage shed, construct an accessory hot tub (jacuzzi), and to legalize the conversion of a storage shed into pool house at; 1)jacuzzi located in other than the code permitted rear yard; 2) storage shed/pool house located in other than the code permitted rear yard; 3) In addition, the applicant seek to lift the ZBA condition (File No. 3902) that states that the existing storage shed can only be used for storage purposes and only have electricity; located at 90 Kimberly Lane, Southold,NY. SCTM#1000-'10-13-20.20 Page 2,June 16,2022 #7638, Karibu, LLC SCTM No. 1000-70-13-20.2 RELIEF REQUESTED: To construct an accessory storage shed and accessory jacuzzi, in a side yard where code requires a rear yard location, and to legalize the conversion of a storage shed into pool house which is not permitted pursuant to Condition#3 of ZBA File#3902 which states: "That the accessory structure only be used for storage Purposed and only to have electricity." The Site Plan indicates the pool house use and shows the stricture having its own septic system. ADDITIONAL INFORMATION: As stated previously,the parcel is a corner lot with two front yards. The existing shed was granted a front yard variance#3902 and has a Certificate of Occupancy dated July 11, 1990. The Code has changed that now the location of the shed is conforming and because of the prior conditions placed on the use of the shed now requires a variance for a conversion to a pool house. The proposed jacuzzi is proposed to be located behind the dwelling but the new covered porch (BP#47167 issued 12-221) places thejacuzzi in a side yard. This, again, is a technical variance. All of the variances applied for are technical variances due to a corner lot with the location of the existing dwelling. The applicant will install a new septic system for the pool house if approved. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This residence is located in a subdivision with many luxury homes that have amenities such as pool houses, hot tubs and storage sheds. This property is heavily vegetated so the pool and existing shed cannot be seen from Pine Neck Road. The proposed new shed will be located next to the driveway along the heavily screened property and will be used only for storage 2. Town Law §267-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. The property is burdened with two front yards which places the proposed storage shed in both a front and side yard and the addition of the proposed screen porch on the rear of the house technically places a proposed Jacuzzi partially in a side yard No access is permitted onto North Bayview Road or Pine Neck Road from the subject property. The only access is from Kimberly Lane which is a subdivision road. 3. Town Law U67-b(3)(b)(3). The variances granted herein are mathematically substantial. The location of the hot tub and storage shed/pool house both represent 100% relief from the code. The variance relief for lifting the condition on the existing shed to allow it to be converted to a pool house required Zoning Board of Appeals approval. Is also mathematically substantial representing 100%. However no adverse impacts will occur as a result of these variances on a lot with two road frontages. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,June 16,2022 #7638, Karibu, LLC SCTM No. 1000-70-13-20.2 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pool house,Jacuzzi, and new storage shed while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Planamento,and duly carried, to GRANT the variances as applied for, and shown on the Site Plan (Sheet S-1) prepared by Mark Kevin Schwartz, Architect and dated January 14, 2022 and rescind condition 43 in ZBA #3902 (dated 12/15/90) SUBJECT TO THE FOLLOWING CONDITIONS: 1. A new septic system shall be installed to service conversion of the existing storage shed to the proposed poolhouse 2. No kitchen or cooking area shall be installed in the pool house. 3. Only a sauna, half bath and changing room is permitted in the pool house (no indoor shower) This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board of Appeals,failttre 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingperm.it, and may require anew application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current or fitture use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a ' S Page 4,June 16,2022 97638, Karibu, LLC SUM No. 1000=70-13-20.2 timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) (-"Leslie Kanes Weisman Chai erson Approved for filing / /2022 UILDING DEPARTMENT=Electrical Inspector TOWN OF SOUTHOLD y - f. SEP 2 9 202TowPn H 11 Annex- 54375 Main Road - PO Box 1179 . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol rogerKa-southoldtownny.gov seand(a�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION 'ELECTRICIAN-INFORMATION (All Information Required) Date: Vgg d Company Name: C_ Electrician's Name: apP v t9 ✓L2:2 to License No:: 5778. 3.S'LB .Elec. email: G S l 6 ,d,to r, Elec. Phone.No: S7( � n/6 i.request an,email copy of Certificate of Compliance EIec. Address.: Po S3Cox JOWMTE-INFORMATION (All information-Required) 'Name:. S e �-� �►.� � ' Address; © 1G/! �3,��rC S� L./� rJ� S ocS T�l. .c u!=- Cross Street: :y Vii`ul Phone No. 0.31 -3 35- 3197 Bldg.Perhiit email: Tax Map.District: 1000 - Section: Block: Lot: BRIEF DESCRIPTION OF.WORK; INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square::Footage:. ..Circte'A11;T(iat Apply: Is job ready for,inspection?: 69/.NO =ouh Final Do you need z Temp;Certifcate?: YES NO Issued On Temp-1nfocmation: (Au-in formation 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 Ad"ditional"Id oration: PAYMENTf3uE.WITH-APPL1GATlON �� 0 29-/0 o�SufEO��.COG BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o SAP 9 9 209Town.�Fiall Annex- 54375 Main Road - PO Box 1179 . Southold, New York 11971-0959 TO'� Telephone (631) 765-1802 - FAX (631) 765-9502 ropers southoldtownny.gov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION 'ELECTRICIAN INFORMATION (All information Required) Date: oZ d a Company Name: S C /Ld C_ Electrician's Name: a v "9 zztzz 0--- L J, O License No.: S78 lg/, Elec. email: C35 16 q- doL - CO-04 Elec. Phone No: DI.request an.email copy of Certificate of Compliance Elec. Address.: P c> eS3 wX a/5` o L*3741,o c j /G . 7/ JOB SITE INFORMATION (All information Required) Name: " Address: a K_f m rJ; S ocs tl,,�.n,.x--,. Cross Street: / y vii`�✓ Phone No.: & '3 1 _3 35- al R BIdg.Permit#: q q A A-1 9 email: Tax Map.District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Ra. Circle All That Apply: Is job ready for inspection?: ®/ NO < ou h 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 Reconnected-Underground - Overhead #Underground.Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 4 Address: Switches I Outlets GFI's Surface I' Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments A5-BUILT SITE INFORMATION: ��®��� -5UFFOLK COUNTY TAX MAP ID: 1000-70-13-20.2 0 4-5EDROOM MAIN U O gA OD�b -EXI5TING DRY 5HED TO BE CONVERTED OPOOLHOU5EGE 5��O,gP () (] LOT AREA: 1.09 ACRE.47,559.9 5F ® II `1JI DROPERTY LOCATED AT 90 KIMBERLY LANE ILLAGE OF 50UTHOLD,TOWN OF 5OUTHOLD, 2 �{�H UFFOLK COUNTY,NEW YORK JUL � {I II 2 i� -MAP OF PARADISE BY THE BAY'LOT NO.20,FILE NO.G463 FILED I 1-4-197G SURVEY PROVIDED BY:PAUL BARYL5KI L.5.,DATED 1 2-27-2021 �® 0948T3 -VERTICAL T HOLE CAL DATUM PROVIDED BY D MBCDONAL GE05ERVICE5 DATED 10-1 1-202 I DATUM $SiO�P� BUILDING SOUTHOLD -NO WETLANDS OR SURFACE WATER WITHIN 30OLF OF PROPERTY (QTNnI OF UTH -ALL HOMES WITHIN 150LF CONNECTED TO PUBLIC WATER GENERALNOTE5: 1. PROPOSED CONVER510N/RENOVATION OF EXISTING SHED INTO POOL HOUSE ON PREVIOUSLY y DEVELOPED LOT,NO CHANGE TO MAIN HOU5E. 2. PREVIOUSLY EXISTING SANITARY STRUCTURE5 FOR MAIN HOUSE TO REMAIN. 3.PROPOSED SITE PLAN,PROPERTY UNE5,ELEVATIONS,STRUCTURES AND UTILITY LOCATION5 ARE PINE NECK ROAD FOR THE PURPOSE OF SANITARY SYSTEM CONSTRUCTION ONLY AND ARE NOT GUARANTEED. G.51TE ELEVATIONS ARE BA5ED ON LAND SURVEY BY PAUL BARYLSKI L.5.,DATED 1 2-27-202 1 7.EXISTING UTILITY LOCATIONS ARE APPROXIMATE. I 8.ON51TF UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE WORK. h PROPOSED SANITARY SEPTIC 5Y5TEM FOR O BEDROOM POOL HOUSE: W EDGE OF PAVEMENT I I $ 1. ONE(1) 1000 GALLON ROTH POLY SEPTIC TANK WITH BAFFLE WALL,RISERS TO GRADE,AND Z Z SAFETY GRATINGS.I W Q 2.ONE(1)POLYLOK DISTRIBUTION BOX. 3.THREE(3)8'DIAMETER BY 4'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING POOLS WITH - 0 J } FFON. '06'50'E 295.00' GB AO = 25.0 CONCRETE SLAB AND CONCRETE LID.TOTAL OF 300 5F EFFECTIVE LEACHING AREA. - L = I39.2�s 4.ONE(1)8'DIAMETER FUTURE EXFAN510N LEACHING POOL AREA. co _ Z POLEHAIN-LINK FENCE 1.0'/S W 0 TM NP° ; GENERAL SANITARY 5Y5TEM AND INSTALLATION NOTE5: I. 5ANITARY 5Y5TEM DESIGNED FOR 0 BEDROOM POOL HOUSE PER 5UFFOLK COUNTY DEPARTMENT CO O OF HEALTH 5TANDARDS(5CDH5).O 2. 5ANITARY GRAVITY DRIAN PIPE(5)TO BE 4-INCH CAST IRON AT FOUNDATION AND 4-INCH PVC '� 5DR35 BEYOND FOUNDATION.PIPING BETWEEN FOUNDATION AND 5EPTIC TANK TO BE PITCHED Y o S �_ g I MINIMUM 1/4-INCH PER FOOT.PIPING BETWEEN SEPTIC TANK AND LEACHING POOL TO BE PITCHEDO O n �` MINIMUM I/8-INCH PER FOOT.WA7� ►�{ 3. PLUMBING CLEANOUT5 TO BE LOCATED AT FOUNDATION WALL.o� Cn SERVICE�� m r ►/y r 4. THE SANITARY IN5TAU_fR SHALL HOLD A 5CDH5 LIQUID WATTE LICENSE. ROUND USE WATER 1_q 5. CONTRACTOR TO CONFIRM INVERT ELEVATION OF THE 5EWER LINE LEAVING BUILDING PRIOR TO 9 SERWOE TO BE A Ili m I Ic� I THE START OF CONSTRUCTION.ANY DEVIATION 5HAU BE REPORTED TO THE ENGINEER OF CZ') PROPS OUTDOOR SHOME \�' ��CRADE ASPHALT DRIVEWAY 4 r S RECORD. z = m 10 , c a�� W/BELG. BLK. CURB o 7:::�_ / �_a3iyq a M I I G. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS A5 NECESSARY PRIOR TO O m CROSSING PER SCDHS STANDARDS pppL INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. U m m QUIP XIS. SHED-- " 3 ,{ i PROP. = 44.7 I I O om 129 6' a POOL GAR. N Cn 3 LEGEND O m ! EL 8 7 63.1 I CI-CAST IRON LF-UNEAR FOOT (Jl m I FROPOsm ROTH RYT d BRICK Q O t"I" CO-CLEANOUT LP-LEACHING POOL GAL TANG POOL PATIO T 14$ �� I Cr-EX15TING 5ANITARY CE55POOL MAX-MAXIMUM y O },,,, m LOCAIKIN UT F"� ! CTG-CUT TO GRADE MIN-MINIMUM Z II PROPOSED Ifxt PRE= 10.5 0 �Q v� S.PIZECCAASSTT N (A � `I r I DB-DI5TRIBUTION BOX NE-NOT ENCOUNTERED `n J 1 ���ML f� L \ N o W SLATE DW-5TORMWATER DRYWELL OWf5-ON51TE WASTEWATER TREATMENT SYSTEM v c��^{ _ /l EX 9Im i 'I• m o V{ °' � I EL-ELEVATION PROP-PROP05ED M 50%FUTURE LEA `J �� m O O �I 18 EX-EXPANSION POOL PT-PERCOLATION TEST r- MANSION AREA. g LIP °"� 4.4 O LFT1 I EXI5-EXISTING 5CDH5-SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVICE5 W W M LID E rn r S FFE-FINISHED FLOOR ELEVATION 5T-SEPTIC TANK o Cl) O LE PROPOSED19.9 mLvw- -- _1D1YY 1i�1V1� I I GE-GRADE ELEVATION TIi-TEST HOLE DISUi&1TION BOX J 3 GPD-GALLONS PER DAY V-VENT Lu C) U O r I HEGE-HIGHEST EXPECTED GROUNDWATER TYP-TYPICAL W Z Z N 14 5 o DECK �-�{ $ VA OWT5-INNOVATIVE/ALTERNATIVE OWT5 WM-WATER METER = Z IE-INVERT ELEVATION (n J W J W O W CJ Y t O POLE s METAL FENCE 0.4'/N GENJA c a-a-c a c lAa i d Z W IMPROVED-PUBLIC WATER LOT 19 APPROMME LOCATKIN OF y S J LLI N NOW OR FORMERLY S 8 6`0 6'50"W UNDERGROIAdD EJECISCAL SER>n� I Q Q '- ROGER G BEST REVOCABLE TRUST AGREEMENT 3 APPROMME LOCAION OF 3 5.9 2' APPROMME LOCUM OF I I I ~ Z d 0 GAS SMMCE PUSI.IC WATER SMMM $ Z O W X EXSIDIG BARED PROPANE TANK I ¢ O ¢m I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES = U) Water lines must be inspected by the PERMIT FOR APPROVAL OF CONSTRUCTION FORA U Suffolk County Dept.of'Health Services_._ Call (631)852-5754,48 hours in Pool House Only advance, to schedule inspection(s). DATE:02-03-2022 DATE 02/26/2022 $. REF. NO. R-22-0071 SCALE: 1:40 TA DESIGNER:TAO EA NAL POOL HOUSE APPROVED �'-'�`— SHEET: SANITARY SITE PLANS SO TOTAL MAXIMUWtE ROOIVIS 0 SCALE= 1 :40 EXPIRES THREE YEARS FROM DATE OF APPROVAL 0 40' 80' 5CDH5 STAMP GRADE EL. 10.4'+/- DFa o�Y n O -NT5 .a �� its ��dd WE RFr DRAIN MIXED LOAM TEST HOLE INFORMATION a� AND FINES EL PROVIDED BY MCDONALD p (OL) 9.4'± GE05ERVICE5 r e DARK BROWN EL PROPERTY LOCATED AT - p LOAM(OL) ± 90 KIMBERLY LANE N BROWN SILTY EL SOUTHOLD,NY 1 1971. b SAND(5M) G.4'+ DEPTH OF TEST OOLEAI 2:50 PM CLEANOUTATFACEOFBUILDI�•N6 �SSS9®v�� PALE BROWN WARDS. s FINE TO TYPICAL CLEANOUT DETAIL P O O MEDIUM SANEEL HIGHEST EXPECTED GROUNDWATER SCALE:NT5 I� 5P 1.7'± 5TATEMENT: 2 0 . 5 co -TEST HOLE 5HOW5 ATERIN PA GROUNDWATER \X/ BROWN FINE ENCOUNTERED AT EL 1.7'± v QUIP XI S . SHED] TO MEDIUM EL SAND(5F) PROP . 'RATER ENCOUNTERED AT EL 1.7'±,8.7 BELOW GRADE ° ff P 0 0 L TEST HOLE INFORMATION 9 1 —� H SCALE:NT5 .. W r U W . 6 E 9. 7'+ E PRECAST CONC. u. 01) ACCESS COVER POLYLOK DISTRIBUTION BOX FLOW EQUALIZER 0 s 6-INCH SCALE:NT5 SCALE:NT5 L Z 1 PRECAST J 00 �0 CONCRETE _ _ _ _ _ _ _ . . __ _ . INLET PORT OUTLET PORT d SLAB . . . . . . . . . . . . . . . . . . . . . . . . . 2PI.D.DUL WI.D.DW W J S . . . . . . . . . . . . . . . . . . . . . . .. . . . RNW. INV OUT O \ 8-FOOT ...—...—...—.. 2 ao•ELOC LEVEL DIAMETER - - - - - - - - - - - - - - - - - - - - - - - - - ^s_Ow ISEELOGALREGs1 - Y � s PRECAST �+ sEE LOGLL REW PAR 5 � '� MIN - - - - - - - - - - - - - - - - - - - - - - - - - - � 000 O 0 I CONCRETE - - - - - - - - - - - -- - - - - - - - - - - - - wR RED°U REMENf O 1 LEACHING (q 0 \\\ POOL L BB6 LEACHING POOL DETAIL �Rlz�arLLrA�� RE11 NFORaNG �\ I SCALE:NT5 EX � LEACHING POOL NOTES 8' MIN -THREE(3)&FOOT DIAMETERX 4-FOOT DEEP PRECAST CONCRETE LEACHING POOL. -MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF POOL. B s -G-INCH PRECAST CONCRETE SLAB WITH CONCRETE ACCESS COVER- -MINIMUM BURY DEPTH OF COVER 1 2-INCH TO GRADE,MAXIMUM 24-INCH. �� -MINIMUM TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4-BEDROOM HOME. ROTHf- I C T- 1000 GALLON LP SEPTIC TANK DETAIL `^ EXISTING SOIL CONDITION STATEMENT SCALE:NT5 J -LEACHING POOLS TO BE PLACED IN CLEAN SAND AND GRAVEL ONLY(5P,5W0. M I N� LEACHING POOL5 REQUIRE MINIMUM 3-FOOT VERTICAL SETBACK FROM HIGHEST EXPECTED GROUNDWATER. LLI M 1 SOIL CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF INSTALLATION. (/)L P n -REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH CLEAN SAND AND GRAVEL FOR A DIAMETER OF U-=) 51X FEET FROM LEACHING POOL(3-FOOT COLLAR),EXTENDING DOWN INTO THE EXISTING ACCEPTABLE MATERIAL W O Z>- (5P SAND). = Lj J Jw TYPICAL LEACHING POOL NOTES O lv)m a:a SCALE=NT5 a '�5��N � z O x (A ///��� 15 HNCN SDR3S I-- MINSL M-A.F g a- E%ISMRGFFE.IIS2 Y TOGRADE 1&INCN RISERTO GRADE 7 NCN POLYLOKD nON CO MAMMUM zaMCHFS To �'EE Q y/ EXISTING GRADE WISAFEry TINGS BOXWrAFETY GRAi WNCHES OF COVER YNN EL IDS. GRADE EL 1GSz EL.10Sz GRADE L105'z '^ 1 V' EXISRNG IE 9.T 6INCN PVCSDR35 IE:0.1'.4 IE SB.L IE BS. T MIN SLOPE.07AF IE:0.0.}1 flS• MINSLOPE 1'' .. 4-0 51 ROTH I MT-1000 8OTTOMOFTMO(EL4.8' DATE:02-03-2022 10GESTEXTECTEO 3�-1�` PREC�0.5�TLEEACKNG LL 4 I\\I GRDDRDWATER :,.T SCALE: 1:10 METAL FENCE O c 9 /I V HONEST OTEOGRWNDWATERELI.T NIGH EXPECTEDGROUNOWATERELI.T 10GNESTEXP TEDGROUNDWATERELI.T 0 20� 30' 40' 501 60' DESIGNER:TAO i SHEET: 5AN ITARY SITE PLAN o 10' 20 POOL HOUSE SANITARY ELEVATION PROFILE SCALE= I : 10 SCALE=NT5 AS-BUILT 51TE INFORMATION: -5UFFOLK COUNTY TAX MAP ID: 1000-70-13-20.2 ®E lNE&V -SCDH5 REF#:R-22-0071 �gi���' Ob -EXISTING DRY SHED TO BE CONVERTED TO FOOL HOUSE. -LOT AREA: 1.09 ACRE.47,559.9 5F AL' -PROPERTY LOCATED AT 90 KIMBERLY LANE -VILLAGE OF SOUTHOLD,TOWN OF SOUTHOLD, t5 e ' Ix SUFFOLK COUNTY,NEW YORE; 'MAP OF PARADISE BY THE B.Ar LOT NO. 2C,FILE NO. G4G3 FILED I I-4-1 97G -SURVEY PROVIDED BY:PAUL BARYL5K?L.5.,DATED 1 2-27-2021 Q�® ®84Br3 -TEST HOLE PROVIDED BY MCDONALD GEOSERVICE5 DATED 10-1 1-2021 -VERTICAL DATUM—NAVD88 DATUM ����SS@ -NO WETLANDS OR 5URFACE'NATER WITHIN 30OLF OF PROPERTY -ALL HOMES WITHIN 1 50LF CONNECTED TO PUBLIC WATER GENERAL NOTES: 1. SANITARY SYSTEM DE51GNED FOR O BEDROOM POOL HOUSE PER SUFFOLK COUNTY DEPARTMENT OF HEALTH STANDARDS(5CDH5). 2. PROPOSED SITE PLAN,PROPERTY LINES;ELEVATIONS,STRUCTURES AND UTILITY LOCATIONS ARE FOR THE PUFT05E OF SANITARY SYSTEM CONSTRUCTION ONLY AND ARE NOT GUARANTEED. PINE NECK ROAD .3.EXISTING UTILITY LOCATIONS ARE APPROXIMATE. 4.A GARBAGE GPJNDER SHALL NOT BE INSTALLED UPSTREAM OF THE SEPTIC SYSTEM. 3. WATER SOFTENER BACKWA:iH SHALL NOT BE FLUSHED TO SEPTIC SYSTEM. SANITARY SEPTIC SYSTEM FOR O BEDROOM FOOL HOUSE: 1. ONE(1) 1 250 GALLON 08'SEPTIC TANK WITH BAFFLE WALL W " 2. THREE(3)8'DIAMETER BY 4'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING POOL5 r' I EDGE OF F'A`JEA9ENT 3. ONE(1)8'DIAMETER FUTURE EXPANSION LEACHING POOL AREA. UZ z -------- " I r 1Lu J N 86'06'50"E 295.00' � ��`�1TT0 = 3Z25.OI�' cIG cAsrlRON LF-LINEAR FOOT } POLE CHAIN-LINK FENCE 1.0'/S _—� %F+ — I`� •?'�;, CPO-EXISTINOG SANITARYCE5SPOO_ MAX MAXIMUM UT LP-LEACHING POOL W ,ma�y/ CON-_ MO -CUT TO GRADE MIN-MINIMUM N. 3 I D5 D6-DISTRIBUTION BOX NE-NOT ENCOUNTERED ` W J " I EL DW 5TOR IONTER DKrMU_ OWTPROP_PROPOSED N51TEWASTEWATER TREATMENT SYSTEM >- Co O �� 1I EX-EXPANSION'OOL PT-PERCOLATION TEST _ _ UNDERGROUND��C& � a I I FFE-FIDN(ISHING ED FLOOR ELEVATION SC DHS-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Y y m I 5T-SEPTIC TANK •� z WATER SERWCE TO POOL HOUSE a I T GE-GRADE ELEVATION 7H-TEST HOLE = O I FOR YEAR ROUND USE r GPD-GALLONS PER DAY V-VENT I GT-GEOTHERMAL SYSTEM TYI'-TYPICAL O ,: z CROa�ING PER SC9FIS " i " T z (— — I IIA OW HIGHEST EXPECTED GROUNDWATER MA-WATER METER m STANDARDS m _ _ _ 3 � I $ I,�A OWiS-INNO'/ATIVE/ALTERNATIVE OWiS m I IE-INVERT ELEVATION I n FUTURE EXPANSIOPL ASPHALT DRIVEWAY " 9 +EX ,2LM 831VM-�_H31VMyMW/BELG. B_K. CURBp1 LU1 UT m F �^ Eoul �' ` `-- 1 /' I AS-BUILT DIMTISIONS FOR SEPTIC SYSTEM: 6) OS 1250 GAL SEPTIC TANK HOOL A �� aa. v� OUTLET OFLEACHING POOL e cAR. ro T SEPTIC TANK. ACCESS HOLE !!2_JBRIKp " 1A: 52' 3A: 62' > 1 wGR SHOtffR POOL / f 14.s I C-I I 1B: 51.5' 1 THREE(3)90'PI?ECAST �N Tt0%N1AlE LDCA � 38: 58.5' LEACHING POOLS. \ / v GF PRECAST LEACHING POOL NlsunaNa sEP I LEACHING POOL m A SLATE rStEDN Fq? i ACCESS HOLE; fit: ACCESS HOLE 13• — N 4.a C. I 2A: 59�5' 4A: 66.5' ® % C m I� 28: 63 48: 66.5' z 00 rn O--r-cr Cam—c E) GT�GT GT 1s q I I� Q cj o WATQt— TER--�W'T�--WA WATER aim LOOP GEO-'HEWN. � ` � DECK HEATING SYSiF11(APPRO)NME) 14.5 o g 0 z I 8 C) LC J GEN. POLE METAL FENCE 0.4'/N ® e`--[--[—c--c — e Ie- g LLJ Z U Cl:� NOW OR FORMMY S 8 6°0 6'5 0„W L 0 T!) APPROMMATE LM110H OF w UJ W ROSR c SM REvoaaE TIAST AGRMMT ( UNDERGROUND ELECTRICAL SERIRCE :f 3 1 i APPROMME LOCATION OF PUBLIC 3 0� �r APPRW ATE LOCATION OF EOSING GAS SERWCEJ WATER SM%ICE I i } d P CL O,•-- Ix BURFD PROPANE TANK—� THI5 15 NOT A LAND SURVEY I I I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Q = N m APPROVAL OF CONSTRUCTED WORKS FOR Z o a Pool House Only `n Date_ 12-11-2023 _ H.S. Ref No. R-22-0071 The sewage disposal and water supply facilities at this location have been DATE:11-06-2023 inspected and/or certified by this Department or other agencies and found SCALE: 1:40 to be satisfactory FORA MAXIMUM OF 0 BEDROOMS. DESIGNER:TAO SANITARY RECORD DRAWING SEASONAL POOL HOUSE SCALE= I :40 — rk• SHEET: CRAIG KINEPPER, P.E., CHIEF 0 40' 80' Office of Wastewater Management SCDH5 STAMP t $9 84 ceLUMBER 0 Pos#83 - 1 999 �/ Deluxe Storage Building U I I CONTENTS 12' and 16' Storage Building Assembly Page 1 12' and.16' Door and End Assembly Page 2 12'x12' Storage Building (Pos #837-11-99) Page 3 12'x16' Storage Building (Pos#837-12-99) Page 4 - 16'x16' Storage Building g g (Pos #837-14-99) Page 5 �-- 16'x20' Storage Building (Pos #837-16-99) Page 6 -� Materials List Page 7 REVISION DATE MAY 1989 ®Copyright 1989,Eighty Four Lumber UJ OL .EjCITING NORTH ELEVATION »y c 1/4' V-0° n Q OL 7'-91/a' o POOL OUSE HALF BATH I z I N uE S- 4u Z 0 rnIOCRAW �u mrta:coe /�//��// JJJ :�vf � y G�•. SING SCHEMATIC E;NOTTOS ALE PRO-POS.ED- PLAN ILI CD a P, I v ;4 E is -®� a -- - ----- --- - - -_ - - -- - -- - --- - ------ - - - - 'An - Q N REVISIONS: - — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ I i \ I \ \ SCTM# 1000-70. - 6-33 NO WELL WITHIN 150' T I I I -- - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - --1--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ I � PINE NECK ROAD O I EDGE OF PAVEMENT RAD N 86006'50" E 295.00' GB EN=39.27' ` �1 I �- I POLE INCONC. CHAIN-LINK FENCE 1.0'/S -- _ - - - - - - -— MON. W I - o DRY c� WELL / ' - - - - - - - - - - -L& - - - - - TEST- S I SCTM# 1000-70. - 13- 19.2 I o I I< � __ M ® r— I Q -- - --- I------ -- - -- N PUBLIC WATER 4 E 70.2 I / I � � I I I I w w U M ASPHALT DRIV WAY z W/BELG. BLK. FRB 50, 50' „ SCTM# 1000-7 0. - 1 3-20. 1 EXISTING 2o.s 14 o POOL O PUBLIC WATER U = I EQUIPMENT EXISTING r _ O REAR El _ � I FRONTED- 4T = PROPOSED PROP POOL GARAGE U SHOWER HOUSE aoLP _D z ,I I Qap w I x / U BE N N Q I +1 01 r EXISTING ` / I *SEE DETAIL HEREON (8' ST r r POOL- BRICK PROPOSED 14.8' U 150' DIA. X 4' DEEP PRECAST r PATIO OUTDOOR EXISTING ( w I 150 ,--� ,� ,-- - KITCHEN 0 �j ------ - --- - L.P. TYPICAL) R 'l PRECAST ST) r EP ch SLATE w FR. RES I I I I '/ _ o0 (2132 S.F.) 4.4 PROPOSED o ' JACUZZI -------� -6 - I N / I I 11 -6 , I •- CO I PRO AREAWAY r � 0 -I -- N I OR BSMT 19.9' LlJ I EGRESS ESS WINDOW DOW (2'X4') - - 0 In oDECK I p _M z —- - - - - - - - - - - 14.5' m CM In n 0 In oLU GEN. I I a z Lr) \ METAL FENCE 0.4'/N ® I O 00 POLE - 02 � iQ ' S 86006'50" W 315.92' I MY I LOT 19 - - - - - - - - - - O 00 I I SCTM# 1000-70. - 13- 19 . 1 I I O WATER I SQUARE FOOTAGE I W R Q I I I I EX. HOUSE FOOTPRINT 2132 SQ. FT. I w EX. POOL HOUSE/SHED 335 SQ. FT. Bldg Dept copy from ZBA ent I i I Final reviewed do u.mrnts Q PR. SCREENED PORCH 2 FT ZBA File# r7(,J,5 — ' S — — — i 59 SQ. I Date: / /; � 7- I � O SCTM# 1 000 70. 1 3 20. 1 9 PR. STORAGE SHED 415 SQ. FT. I I I I V) PUBLIC WATER PR. JACUZZI 92 SQ. FT. EX. POOL SCTM 540 S . FT. I 1 OC)0-70. -- 13-20.2 I Q # I N I EX. DECK 198 SQ. FT. I I PUBLIC WATER I � I I � LOT AREA 47313 SQ. FT. LOT COVERAGE 3971 SQ. FT. or 8.4% .-` ,z ✓r, U I p ' E Q PROPOSEDI I I7.Rii' �" qr 1 PLAN , ytw�r � �f -- - - ' SITE I 1 " _ 20' SCTM# 1000-70-13-20.20 I I ' ' ' DRAWN:NK SCTM# 1000-70. - 13- 18 I METES & BOUNDS FROM SCALE: 1/4"=1'-0" _ PUBLIC WATER _ I I JOB#: SCHAARY _ _ _ _ _ SURVEY BY PAU L BARYLS KI LAND DATE:1/14/2022 SCTM# 1000-70. - 13-20. 18 - - I SURVEYING SHEET NUMBER: . I PUBLIC WATER I ZBA SET 4 I I DATED: 3/25/2021 I �- — — — — — {- — — — — — — — — t — — — — — — — — — — — — — — — — — — — — — — — — '— — — — — — — — — — — — — — — — — — — — } — — — — — — — — — — — — — — — — — — — — — — — - si I REVISIONS: HOSE SPOUT C-7 14'-6" 3-2X8 ACQ 4X4 ACQ TYP. 3-2x6(TYP.) EXISTING WRAP W/VERSATEX u SHED 4X4 ACQ TYP. ON 12" 0 PIER 2X2X1 FTG 3' BELOW GRADE SIMPSON HU814 I N CONNECTORS(TYP.) .. .. I F - 7 N 1 - " 4'-2-11 5 41-811 2 (�.77 ' REF O 3-2X8 ACQ 3-2X8 ACQ 2X8 LEDGER I — J 2-14X9j ML — — — — — — — — — — �- — — — — — — — — W/2"STL. PL. PROPOSED W 5-21"STEP UP TO 4X4 ACQ POOL PATIO TYP. SCREENED 3-2x6(TYP.) WRAP 9z"STEP UP ERSAT/EX PORCH t D PERMIT NUMBER 47167 3-2X8 ACQ EXISTING - ya 4X4 ACQ TYP.ON 12" �m POOL O PIER 2X2X1 FTG 3' 4X4 ACQ TYP. BELOW GRADE WRAP W/VERSATEX ' fl PROPOSED SINK O!JO OUTDOOR w Q KITCHEN AREA DW V 0 TRASH L — J O y WOOD GAS SMOKER ICE REF REF 0 mo GRILL GRILL O cV N UP a E E3RDN 13R r (6 o 0) o0 cot)L� Y N E Oz O N � d 4'-611 E — -- ----- U-) 0) r7 00 � E -a cv w PROPOSED JACUZZI CL CL II II Emollllli w Q U O < Q N Bldg Dept copy from ZBA Final reviewed doments ZBA e ��' Q Date:: � U Y tr Q _PROPOSED PLAN •.: r a w� 9. F I!fir �• DRAWN:NK SCALE: 1/4 -1-0 � { JOB#: SCHAARY DATE:1/14/2022 SHEET NUMBER: ZBA SET Al REVISIONS: RETRACTABLE AWNINGS TRACK 3/4"VERSATEX WRAP ROOF DETAIL - - - - _ - -_ - - - - - -- 0 SIMPSON LGUM 28-3-SDS CONNECTORS(TYP.) 0 EXISTING EXT.WALL ]' 1 6X8 BEAMS(TYP.) - V 6X8 LEDGER r� (LAG BOLT INTO STUDS) CONNECTION DETAIL o 13'_2„ �.� 1 v o x � � O PROPOSED SCREENED PORCH C-bc 1/4"= 1'-01, in O 12"O CONC. FILLED N c1co SONG TUBES ro � c o i h7 r\ U RETRACTABLE p M AWNINGS 8X12 BEAMS m n rn c EXISTING FOUNDATION _ _ Q a o � f W/4" P.C. SLAB I O 00 MIS SCREENED E CEILING PANELS / � 7 �\ IZI ° u o a) � Mlao03 p� p o 1 � -C - a 0 ,-) E N �WQ) -- ---1 N U O PROPOSED FOUNDATION PLAN PROPOSED SECTION PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION 1/4"= 1'-0" 1/4"= 1'-0" 1/4"= 1'-0" 1/4"= 1'4" E11111111111 N Bldg Dept copy from ZBA N Final reviewed documents ~ ZBA File +3 Date:' /((�i /• U U to (/7 IY .t� •�r��'�.at* d P DRAWN:NK SCALE: 1/4"=I'-0" JOB#: SCHAARY DATE:1/14/2022 SHEET NUMBER: PERMIT #47167 ZBA SET REVISIONS: EXISTING WEST ELEVATION EXISTING EAST ELEVATION EXISTING SOUTH ELEVATION EXISTING NORTH ELEVATION 1/4"= 1'-0" 1/4"=1'-0" 1/4"= 1'-0" 1/4"= 1'-0" Q Q Q Dc<0 W 2X4 @ 16"O.C. �6 FXiST�N � 6 FkiST� ! �J 1 • r—, Zug 2 6 � N - ------------------— --- —I-- W COMPOSITE T&G BDS V 1 o THIS AREA MAN o EXISTING 2X6 @ SAUNA TOR EXISTING TO REMAIN r 48"O.C. ----- ---- -{ -- - -- - - -- - ----- - I - ---- SAUNA HEAT o EXISTING 2X4 @ 16"O.C. _ I \ POOL 26 UNIT POOL STORAGE I Lo \ HOUSE HOUSE „� Q STORAGE CLOSED C�LL COMPOSITE� SPRAY FOAM IN _ HATCHED WALLS J i. II BATH SHOWER L J 26 30 0 RELOCATE Q 3 IRRIGATION O ACCESS -1 EXISTING SECTION SECTION N QM D<co Q Q z EXISTING PLAN PROPOSED PLAN 1/4"=1'-0" 1/4"= 1'-0" p F- con I � to n c 0 ■ ❑ x � U Uf') r7 •U con n IL X o 10 [) 0 d LL_ 6 E 0 0) 000 \ � U 0� I .F r- � a� U-) ^= in WEST ELEVATION PROPOSED EAST ELEVATION PROPOSED SOUTH ELEVATION N v PROPOSED PROPOSED NORTH ELEVATION (, w 114"= 1'-0" 1/4"=1'-0" 1/4"= 1'-0" 1/4"= 1'-0" c 0 t FMI t7.. W F- u Q O Q WATER TIGHT N INSECT PROOF 8'DIA X 12' DEEP ~ 9.8 EL CAST IRON COVER PRECAST L.P. I_I =_�-ir- -7L-7i TI-,!=ul_mdll_ud!J11Lill_ID ID_III_uCll-1 7ii IId,L-ul_Iui11F_ T_lu-lull!-uL--III- -w uLul III a-d�iu r dl-l- n-lu_u „1- =11 -lu_ul-ID 1iL'll nL i--�u-, ' ` U MIN. 2% 8.2V � 7.9 LE. MIN. 1% MIN.4"APPROVED 7.3 IN 7.4 OUT Q ` PIPE TYPICAL 1,000 GAL ` PRECASTST I- -- — 8 MIN. 5' MIN. �' `` ' Bldg Dept copy from ZBA 3.4 EL 3.6 EL 4. � Final reviewed doc ments ZBA F;le MIM3':ABOVE G.W:` Date: / MIN 3'CLEAN SAND L' :._:: .'_.. .-! .•., : :.;\.:'.= J AND GRAVEL DRAWN:NK �b „/ SCALE: 1/4' -1 0 JOB#: SCHAARY k, a�� ' •�E DATE:1/14/2022 SEPTIC TANK & LEACHING POOL DETAIL - / SHEET NUMBER: v �' k ZBA SET NTSI r� ti�� h .� REVISIONS: ■ W W V 1 W PROPOSED NORTH ELEVATION PROPOSED WEST ELEVATION o V 1 ■ ■ 9 Q 0 PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION O cV 4 N E h7 M O OLO m +� O O x s �� E o a) t\ o a. D a� ) Q U M� (n � ,'I- -n oNo (6 E� l a� c O - -- -- 30' - ---- - --- - - °- Lij N I— Q Q PROPOSED PLAN E� 1/4"= 1'-01, ~ PROPOSED SECTION U � FDa ept copy1� :7 BA eviev�ed nts le# "7 Q i ' �/��►� '�'� �j��� DRAWN:NK {. ;A SCALE: 1/4 1-p l JOB#:SCHAARY DATE:1/14/2022 SHEET NUMBER: ZBA SET Fr 1� REVISIONS: O� AP17RVVED AS NOT D ,1 DATE: B.P. FEE: �v_.. NOTIFY BUILD!-`,C. '.PTMENT AT 765-1802 8 AM T -.41 FOR THE FOLLOWING """& 1. FOUNDATIC ' ,','0 REQUIRED FOR POURED GO";C?ATE 2• ROUGH • FR. t' ":C x PLUMBING 3. INSULATION 4. FINAL • CO, '{I" T':.'J MUST BE COMPLE; : .0. ALL CONSTRUCTi,-,% ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I OCCUPANCY OR El Q USE IS UNLAWFUL WITHOUT CERTIFICI., OF OCCUPANCY Q 3: Q � COMPLY WITH ALL CODES OF EXISTING WEST ELEVATION EXISTING EAST ELEVATION EXISTING SOUTH ELEVATION EXISTING NORTH ELEVATION Q NEW YORK STATE & TOWN CODES 1/4"= 1'-o" 1/4"= 1'-01, 1/4"= 1'-01, 1/4"=1'-0" O AS REQUIRED . CONDITIONS OF ._..._ t fv ZLA{ I OARp Q Q 1 11 Q Q 19-11 fi^ j;'^i 'lufA TRUSTEES 19'-11'1 2X4 @ 16"O.C. 11 N."�"` Fki Fki ^' 71-9'/211 PLUPI,BER CERTIFICATION \ I COMPOSITE T&G BIDS - ON LEAD MO TENT BEFORE a SAUNA � { CERTIFICATE OF OCCUPANT, ExISTING 2X6 @ I EXISTING TO REMAIN 1 N SOLDER USED IN WATEFs 4a"O.C. 191-4" \ SAUNA UN IT EAT I LU SUPPLYSYSTEM CA N!v '; EXISTING 2X4 @ � I � 4 � EXCEED 2110 OF 1% LEAD. 16"O.C. STORAGE 19I POOL w STORAGE HOUSE POOL HOUSE - -, i L z I W / HALF BATH I COMPOSITE 4 I I SHIPLAP _ Y = .Y"� "1 •�• •' t' I 30 PLUMBING ! I O ALL PLUMBING WAStE.: &WATER.LINES NEED;;' zo tt- 'NG BEFORECORD EXISTING SECTION ] 11/7 11/� I SECTION ,1_Q11 ' 41.21'2ll o W C. �' � Fa. - I N ELECTRICAL 1/4"= 1'-0" 1/4"=1'-0" 11/< 1 11 � A c o 4 'SpEC7IC€" REQUIRED M Im � Cc . M ^ c� QQ QQ mm ° t All exterior lighting SLOPE"1/4"PER FOOT TO ASYSTE G. c� PITCH TO DRAIN °'H' SEPTICSVSTEM O x p us TRAP HOUSE �� ,RIdS�. a. installed,replaced or EXISTING PLAN E c PLUMBING SCHEMATIC PROPOSED PLAN �z ��'� repaired-hall conform SCALE. NOT TO SCALE 00 ,0 ao mu to Chapter 172 1/4"= 1'-0" of the Town Code 1/4"= 1'-0" v'+ .� c a Q ,0 U) V E EAU ^= N � o w 3 C a Li Cn Lj U O a IV Q PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION PROPOSED SOUTH ELEVATION PROPOSED NORTH ELEVATION U 1/4"= 1'-01, 1/4"= 1'-01, 1/4"=1'-0" 1/4"= 1'-0" y Q w �aW"`+ DRAWN: NK SCALE:1/4" - 1-O" 1 � 1 JUL 2 2 2022 11 I ``ytS"�4:' �: .. ,� J05 N:SCHAARY A L +„"�;r t� "' �* DATE:1/14/2022 r. SHEET NUMBER: BUILDING DE( e-, Qfi 1{G. ZBA SET REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g Y P g g P P FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTE2 WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I801.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - MASONRY WALLS (8"THICK) so ( ) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONYWALLS) U600 J responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 UJ precautions and programs in connection with the work. There are no warranties for a bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING p p g P q DESIGNED FOR EXPOSURE C �►(\ specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) VJ p p p p g P2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE O INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE NAIL O.C. O attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym„ SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL O in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE ry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: V to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) Z 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. d Q 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL I NOTE: 2 FOR PANEL FIELD �/ >- along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 w 6). Crawl spaces to be provided with a minimum 18 x24 access opening. Install one 3 - 16d COMMON attached with the above requirements. TO BEAM JOIST NAIL (k z 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES � DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE T 0 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. U V O the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL to 01 � 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, O 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� �� g F SHE ATH 1 N G. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: `V Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. M � o CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES � � ai tom,. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD c otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) O o " where needed. 4 EDGE ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. m M .r r 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD rn "� ( ) g 5d COOLERS O o N Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. AL a } ``' 0 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of W L S H EATH 1 N G: c z LO openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES o a) openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. IX 3 o �I toand blocking where applicable. QTY. SPACING .o ,= A Y t u 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 � r- �, YP g 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTES anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE 00 a used. rn 6d COMMON, „ cv I t 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Em PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Iw 3 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 0 WALLBOARD 10 O.C . FIELD a on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. P g, g p other access openings unless otherwise noted (typical). FLOOR SHEATHING 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION N 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE•X SHEEfROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. „ 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. IW- where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q HVAC SYSTEM NOTES V OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF U NYS Residential Code R302.11-FIREBLOCKING REQUIRED W under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Cn Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Enw4 d 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor N equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, V 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces y over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE Q 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or �(>,41 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ` btu$fr, torch down type material over. and R315 of IRC. �'i/� iv YP (' "3 �� r •� DRAWN: NK 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G *"• _ +��' �« be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. SCALE:I/4" = r-o° OR APPROVED EQUAL.INSTALL WITH CAP / JOB SGIIAARY AND BASES.USE WITH FLASHING CAPS TO COVER TOP l f DATE:1/14/2022 SHEET NUMBER: ZBA SET .Otr 1� 2