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Home My WebLink About50609-Z pf SOUTyolO Town of Southold * * P.O. Box 1179 53095 Main Rd ki 1,NTI,� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46811 Date: 01/23/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 120 South Ln East Marion, NY 11939 SecBlock/Lot: 37.-6-3.4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/08/2024 Pursuant to which Building Permit No. 50609 and dated: 04/30/2024 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: Additions and alterations including conversion of seasonal dwelling to year-round single- family dwelling as applied for per ZBA #7733 dated 1/19/2023. The certificate is issued to: John Thorp , Cinthia Thorp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0833 1/21/2026 ELECTRICAL CERTIFICATE: 111905 9/25/2025 PLUMBERS CERTIFICATION: Brad Piecuch 7/31/2025 Au o ' d igna e *ofSol&/ TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND.SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50609 Date: 04/30/2024 Permission is hereby granted to: John S Thorp 10 Rockville Ave Rockville Centre, NY 11570 To: Construct additions and alterations,demolish existing foundation, construct new foundation to raise existing seasonal dwelling to include an HVAC system and conversion of seasonal dwelling to single- family dwelling as applied for per ZBA and SCHD approvals.Amended 8/25/25-for structural changes and to remove two existing doors and stoops. Premises Located at: 120 South Ln, East Marion, NY 11939 SCTM#37.-6-3.4 Pursuant to application dated 02/08/2024 and approved by the Building Inspector. To expire on 10/30/2025. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING, ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION , INSULATION, ELECTRICAL- FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $877.50 CO-ALTERATION TO DWELLING $100.00 Amendment Fee $0 Total $977.50 Ap- 13"i IdmS Tn5pectDP, g�ffQl,�co TOWN OF SOUTHOLD a Gyp BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 50609 Date: 4/30/2024 Permission is hereby granted to: Thorp, John 10 Rockville Ave Rockville Centre, NY 11570 To: Construct additions and alterations, demolish existing foundation, construct new foundation to raise existing seasonal dwelling to inclucde an HVAC system and conversion of seasonal dwelling to single-family dwelling as applied for per ZBA and SCHD approvals. At premises located at: 120 South Ln, East Marion SCTM #473889 Sec/Block/Lot# 37.-6-3.4 Pursuant to application dated 2/8/2024 and approved by the Building Inspector. To expire on 10130/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $877.50 CO-ALTERATION TO DWELLING $100.00 Total: $977.50 Building Inspector i .i. NASSAU ELECTRICA S E P 29 2025 l SUFFOLK INSPECTORS Building Department Town of Southold 159 Route 25A, Building 1 Suite B Miller Place, NY 11764 Telephone:631 495 8136 ? Fax:631 509 4538 ? E-Mail: Requests@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: DAK Electric Certificate No.: 111905 Rough In Inspection Date: Aug 07,2025 Final Inspection Date: Sep 25,2025 Application No.: Building Permit No.: 50609 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed on behalf of the applicant named above, located at the premise of and not after the final inspection date above: Owner: Mr Thorp Site Location: 120 South Lane,East Marion,NY 11939 Owner's Address(if different): xQ Residential 0 indoor Basement Service Shed Commercial Outdoor First Floor El Pool Hottub New n Renovation Second Floor Attic/3rd Floor Garage 0 Addition Survey PV Solar Generator Conversion Signs F1 Battery Storage Other: INVENTORY Single Phase Heat Duplex Recpt 18 Ceiling Fixture® Dual Func Breaker© Three Phase Hot Water GFCI Recpt© Wall Fixture© Smoke© Main Panel AC Cond Single Recpt Recessed Fixture CO Detect Sub Panel AC Blowerr� Range Recpt LED Lighting I�.J Smoke CO Combo© Transformer Appliance Ckt Dryer Recpt Emergency Time Clockr� Disconnect Switches 10 Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminaires Exhaust Fan® Other Equipment: The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. Applicant: DAK Electric License No.: 5120ME Date Printed: Sep 25, 2025 Inspected I Signature: '�'Y �1FEOL'��P ir awn hall Annex �� Telephone(631)765=1802 54375 Main Roadca P.O.Box 1179 Souffiold,NY 11971-0959fit E BUILDING.DEPARTMENT A U G - 4 2025 TOWN OF SOUTHOLD ewifding Department Town of Southold CERTIFICATION Pate: 3 . Building PermitNo. 56 (q ® . Owner: i r\xn (Please print) Plumber 1 (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1%lead.. r�J�7/'A Y•' (Plumbers Signature) Sworn to before me this day of , 20�� Notary Public, 60401-�e County St1SAN A.Rr2zo NdWy Public;State Of NewYO* No.01R16183459 Qualified in Suffolk County Commission Expires March 17,2020' 9 OF SOUTH°� # TOWN OF SOUTHOLD BUILDING"DEPT. "coum,�a� 631-765-1802 o�4 INSPECTION ' I F UNDATION 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: �/ �ywv�� "'C�cSnS — 0 DATE INSPECTO OF SOUTyO� * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION/CAULKING [L4 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: �V 104 DATE INSPECTORyu I OE SOUTyolo - - * TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FO NDATION 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: 5 D , DATE 6-Ia-a 5_ INSPECTOR \50&AA1 ho�apF SO(/lh°�o * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] 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: elum, lo i • (��5urz�- s DATE INSPECTOR SObT,�°�o * # TOWN OF SOUTHOLD BUILDING DEPT. "IoU�n,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] R GH 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: C - G kl-e- QokA I n S4&,Nex, S r' -e �� I oY fi2e. J-D DATE INSPECTOR pF 50UTyOlo # # TOWN -OF SOUTHOLD BUILDING DEPT. coufN 631-765-1802 0 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING' [ ] 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: LY Y DATE 0 INSPECTOR T&T INSULATION LLC. AUG 1 4 .2025, 1090 WILLIAM FLOYD PKWY. SHIRLEY,NY.11967 ,nf (631)399-9440. Town `' LICENSE#27808-H CERTIFICATE OF INSULATION JOb INFO �ii+/1� /� t ,-h 4g�: TN C• DATE OF INSTALLATION: /2 e2 ATTIC ROOFING EXTERIOR WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE OPEN CELU LOSE OPEN dELLCL'osra �FILING FIBERGLASS. FIBERGLASS . ATHEDRAL CEILING_'_ 7 FLAT CEILING WALL 2X4 CELLAR CEILING CRAWL SPACE TYPE INCHES R-VALUE` .TYPE INCHES R VALUE OPEN CELUCLOSE, . OPEN CELUCLOSE FIBERGLASS R-3 a FIBERGLASS CEILING WALL BOX BEAM FIRST FLOOR,GARAGE BASEME AND CRAWL SPACE: GARAGE CEILING.. GARAGE'WALLS. FIRE STOP CAULKED TO CODE DATE OF INSTALLATION: FIRESTOP BLOCKED TO CODE DATE OF INSTAL LATI ON: AIR SEAL SUBSTATE:TO CODE DATE OF INSTALLATION: %-C CERTIFY THAT THE'.RESIDENCE REFERENCED ABOVE WAS INSULATED AS PER SIGNED PROPOSAL BY BUILDER/HOME-OWNER,AND THE INSTALLATION WAS CONDUCTED IN CONFORMANCE TO APPLICABLE CODES AND STANDARDS AND REGULATIONS. 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I r f �. 10, do lop 14 r T • KIP ". v 3E v ✓ gn A t} 1 . 7j, .ram f '� 1 v ly C-0610 5 — -TO()o�o IX) Soon bv. c.4sr m or,P � Ale AA flea C #VKAri\Ia C1 b 6 f a ,iZ/ � ,: rR c AL mate:_ v % vr cToxs Inspected 11y- _ --- far as completed, and located in the are of J Hascincia ] !st flour [ ] 2nd Hoerr [ 1 31-di attic J Garage Iutside [ ) Pool I 1 PV Sys I 1 Generator [ ) (utter have been found to be in compliance; with NY State electriai ccule Office # O31) 495-8136 Rough OK M_ Final OK[ D E C E i W E A UG 1 1 2025 Building Department Town of Southold ,'IELD INSPECTION REPORT jDATE COMMENTS C> I,OUNDATION (1ST) --------------------------------- FOUNDATION (2ND) ROUGH FRAMING & PLUMBING V- 74,lk k3l) 0114 1451jc11e,4 .0 4ov %I At INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 51- 40 0 61, m e0t %jo .4e Cep 4� oor 10 - IZ5 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Y m Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� . Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.y.aov Date Received APPLICATION FOR BUILDING PERIV For Office Use Only C'E V E Li //� PERMIT NO.��Q �P —I Building Inspector:��U -' -s', AUG 0? 2022 Applications and forms must be filled out,'in their entirety'sincomplete BUILDING DEPT. TOWN OF SOUTHOLD applications will not be accepted Where.the Applicant is not the owner,an ^ PWner's Authorization form(Page 2)shall be completed „K sec` � s Date: OWNERS)OF PROPER.y, Name: SCTM # 1000- 3�- 7- Project Address: - ] A;/ Phone#: c�_ `� Email: oL, Go Mailing Address: "_. .O 0 C 4-Y ,. .. Af OCle VZ&ZC' . A1Y l CONTACT.PERSON Name: Mailing Address: Phone#: No DESIGN PROFES,SIONAL'INFORIVIATIO,N Name: Mailing Address: _.._. Phone#: Email C4NTRA`CTOR INFORMATION - ,,., /1�� S` Name: Mailing Address: Phone#: Email: DfiSCRIPTION OF.PROPOSED CONSTRUCTION x , ❑New Structure Addition TgAlteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ZNo Will excess fill be removed from premises? ❑Yes)'No 1 PROPERTY INFORMATION Existing use of property: Intended use of prope �� -1�F Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to jc do this property? CJYeS LMIo 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.APPLWA710M IS HEREBY MADE to the Building Department for the Ess wme 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 eompfVwith all applicable haws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildingls)for mcessary inspections.false statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law. Application Submitted By(print name):p�M1 C1119� �`/��C'� kAuthorized Agent []Owner Signature of Applicant:�( ^�!GZrI� tj ZGkA4Date: �Z OZZ STATE OF NEW YORK) SS: COUNTY OF SYI"OL< ) �1�CNiQ-- A �Mice being duty sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �f[��qr]' (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief:and that the work will be performed in the manner set forth in the application file therewith. Swornbefore me this// day o- Notary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YC IK (Where the applicant is iot the owner) NO.OIDW6306900 QUALIFIED IN SUFFOLK COUNn ( COMMISSION EXPIRES JUNE 30,P,4 F— C1 W--ZV-h4 _22W2eR_---residing at 1d x,?D velL LF AU.E Q�/l(�A&//,�7ado hereby authorize_ /L1t`C_/�lAEL i4 K//NQ VC to apply on my behalf to the Town of Southold Building Department for approval as descri ed herein. ley— -7� Owner's Signature ate CZ&Zq-1�, lwnes-- Print Owner's Name 2 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form IE� �� Storm-Water Assessment Form D Contact: Approved 0 �� 2 2 ZQ�S Mail to:Zy C1,&g fZ 4. &&IA C& Disapproved a/c nA �4.�OrC lOQ7, SbU1lf ,NYl11''!> BUILDING IDI4 Phone: ✓'6 65-W-68d7 Expiration ,20 TOWN OF SO DiSABuilding IhSR206,v, PPRO VA APPLICATION FOR BUILDING PERMIT Date �-UN 68 , 20/,R INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout'the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of.Occupancy. - f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an- addition six months. Thereafter,a new permit shall be required. . APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or.demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C/A/ 2 7�OXA' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 7V-P Plumbers License No. Electricians License No. p Other Trade's License No. 1. Location of land on which proposed work will be done: /ZD S`00 House Number Street h '` 't'` Hamlet County Tax Map No. 1000 Section9�Block a:.:: a ; Lot �-�.;. -4 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Zzclllmt/wl_ ayo—C /r y b. Intended use and occupancy &A_rjP& M>r1,41_ pA.'v_r A4e-111-Y 3. Nature of work (check which applicable): New Building Addition Alteration �K Repair Removal Demolition Other Work d/,6A,ij A44/ &A,- 4. Estimated Cost Fee ( escription) (To be paid on filing this application) 5. If dwelling, number of dwelling units C/ ,�--:Number of dwelling,units,on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7.' Dimensions of existing structures, if any: Front Z 0 f Rear 0 / Depth . f _ Height -9r .6 Number of Stories,'; _ r '�, , Dimensions of same str � q" f th alterations or a ditions: Front ' a Rear Z D Depth ,� ,k -;, t,,dht �. / l° Number of Stories o-aa 5 eel 8. Dimensions of entire new construction: Front d; Rear a(2 Depth •< Height a, / Number of Stories oAzj� 9. `'Size of lot: Front Rear Z " r Depth J�i��,�•� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO C Will excess fill be removed from premises? YES NO - 14. Names of Owner of premises Qf6&� ;WOrPpZ AddressR0r&Vk6E c w yii l/s1&Phone No. Name of Architect WR/Z Address Phone No Name of Contractor . Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �C * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YESX NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) . SS: COUNTY OFJWApZ& ) M/CMAi5C &AU&A UK being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S Ie)s the_ ,4&AN T v (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 knowledge and.belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `ardday of �:T, 20 TRAC C NOTARY PUBLICC,,STATE OF OF NE NEW YORK Notary Publ'c NO.01DW6306900 Si nature ofA licant 0UALIhED IN SUFFOLK COUNTY g pp COMMISSION EXPIRES JUNE 30,RPJ_�5 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 12, 2022 TO: Michael Kimack(Thorp) PO Box 1047 Southold,NY 11971 Please take notice that your application dated August 2, 2022: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 120 South Lane, East Marion,NY County Tax Map No. 1000—Section 37 Block 6 Lot 3_4 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 12,240 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, which states lots measurina less than 20,000 square feet in total size require a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. The construction has a minimum side setback of.5 feet with a combined side yar setback of 15.8 feet. 4 -- Authorized Signat 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. A OFFICE LOCATION: ALkMING ADDRESS: Town Hall Annex of SO P.O. Box 1179 54375 State Road Route 25 A, i � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY , Telephone: 631 765-1809 http://southoldtow=y.gov COUN RECEIVED ZONING BOARD OF APPEALS jAN 2 4 2023 Town of Southold I, J�ii 2 3 2023 t�tJE1.131�9G®E6°T TOVON OFSdURiOLDFINDINGS, DELIBERATIONS AND DETERMINATION 94- MEETING OF JANUARY 19, 2023 Southold Town Clerk ZBA FILE # 77 NAME OF APPLICANT: Cinthia Thorp PROPERTY LOCATION: 120 South Lane East Marion. SCTM No. 1000-37-6-3.4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 18, 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 29,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Based on prior variance approvals granted to this property, the proposed action is considered CONSISTENT with LWRP. Moreover, proposed improvements will be raised to FEMA standards, thereby mitigating any inconsistencies with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,365 square foot water front parcel located in an R-40 Zoning District. The parcel is oddly shaped and has 32.29 feet of concrete retaining wall frontage on Orient Harbor. The parcel runs 59.88 feet along Oak Court, 325.14 feet on the East side, and 246.21 feet on the west side before turning 37.98 feet on the Northwest side and then running 80 feet on the west side back to oak court. The parcel is improved with a one-story frame house, a frame shed, a concrete retaining wall, and a wooden jetty as shown on a survey prepared by John Metzger, LLS, last revised July 15, 2022. BASIS OF APPLICATION: Request for Variances from Sections 280-124 and the Building Inspector's September 12, 2022, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling,at; 1) located less than the code required minimum side yard setback of 10 feet; 2) located less than the code required minimum combined side yard setback of 25 feet; at: 120 South Lane, (Adj. to Orient Harbor) East Marion,NY. SCTM#1000-37-6-3.4. RELIEF REQUESTED: The applicant requests a variance to elevate the existing single-family residence two feet, and to reconstruct an existing concrete stoop with a non-conforming setback of.5 from the side yard property line Page 2,January 19,2023 #7733,Thorp SCTM No. 1000-37-6-4 which will also result in a combined side yard setback of 15.8 feet. The Town Code requires a side yard setback be at least 10 feet and the combined side yard setback to be at least 25 feet. The foundation is proposed to be reconstructed, and the dwelling will be altered with a five feet addition to the rear of the dwelling, while still maintaining the existing non-conforming 33.1 feet front yard setback, front yard setback relief is not required. ADDITIONAL INFORMATION: This application is exactly the same as previous amended variance# 7218. The applicant is proposing to raise the house and install a new foundation. The owner did not start the project in the allowable time frame for variance relief, therefore the variance expired. As with the previous application, the Building Department has determined that the applicant does not need variance relief for the non-conforming front yard setback since it is existing and will only be lifted, not moved. In the previous variance application, the LWRP concluded that the project was Exempt from LWRP review, and the current LWRP review it was determined that the application is Inconsistent with the LWRP. An email was received from the adjacent property owner who expressed concerns for the project damaging their underground sprinklers, while also having no objections to the project. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-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. The neighborhood is an old neighborhood which consists of single-family homes on non-conforming sized lots with non-conforming setbacks. The non-conforming side yard setback for the stoop is existing and will not change. The proposed non-forming side yard setback is caused by the odd shape of the property and is characteristic of this neighborhood. The applicant is maintaining the existing width of the house and the extension of five feet is modest in scale. 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 applicant has a non-conforming sized lot that is oddly shaped. The house's side yard setback and combined side yard.setback already exist as non-conforming and any demolition and reconstruction or additions and alterations will require the benefit of an area variance. 3. Town Law V67-b(3)(bM(3). The variances granted as amended herein are mathematically substantial, representing 95% relief from the code for the single side yard setback and 38.8 % relief from the code for the combined side yard setback. However, the single side yard setback exists, and the non-conforming combined side yard setback is characteristic of the neighborhood. There is also a Coastal Erosion Hazard Area (CEHA) line that crosses the property on a small flag portion of the property that extends to Gardiners Bay. The house is set back -approximately 219 feet from the high-water mark,and therefore does not impact the residence, which is proposed to be raised to FEMA standards, thereby mitigating any inconsistencies with the LWRP. 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 install leaders and gutters and upgrade the existing septic system to an alternative waste water management system approved by the Suffolk County Department of Health. 0 Page 3,January 19,2023 #7733,Thorp SCTM No. 1000-37-6-4 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 as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new stoop on a raised and renovated house 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 Lehnert, seconded by Member , and duly carried,to GRANT,the variances as applied for,and shown on the Site Plan,dated October 27,2022 and Architectural Plans (Sheets A-1 thru A-4), dated September 19, 2022, all prepared by Mark Schwartz, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant shall install a silt fence along the Eastern property line. 2) The applicant shall install an (I/A) Innovative Alternative waste water treatment system as approved by the Suffolk County Department of Health Services. 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 reliefgranted 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 in the denial by f Page 4,January 19,2023 #7733,Thorp SCTM No. 1000-37-6-4 the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento (5-0). a ie Kanes Weisman, Chairperson Approved for filing / /2023 i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 29, 2018 TO: Michael Kimack (Thorp) PO Box 1097 Southold,NY 11971 Please take notice that your application dated June 22, 2018: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 120 South Lane, East Marion,NY County Tax Map No. 1000— Section 37 Block 6 Lot 3.4 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 12,240 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. The construction has a minimum side setback of±.5 feet with a combined side setback of±12.7 feet. 1A Authorized Signat 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: June 29, 2018 AMENDED: November 30,2018 TO: Michael Kimack (Thorp) PO Box 1097 Southold,NY 11971 Please take notice that your application dated June 22, 2018: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 120 South Lane, East Marion,NY County Tax Map No. 1000— Section 37 Block 6 Lot 3.4 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 12,240 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. The construction has a minimum side setback of±.5 feet with a combined side yard setback of±15.8 feet. This Notice of Disapproval has been amended to reflect the revised site plan last dated November 29, 2 8. Authorized gn 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. BOARD MEMBERS Of SOu Southold Town Hall Leslie Kanes Weisman,Chairperson Oy,� Ty�l 53095 Main Road-P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. �� • �O 54375 Main Road(at Youngs Avenue) - Ncholas`Plari n�o 1 �y�DUNTY,� Southold,NY 11971 ? + 614 http://southoldtownny.gov DEC 2 6 MI& ZONING BOARD OF APPEALS RECEIVE® TOWN OF SOUTHOLD q1M ,F,B Tel.(631)765-1809•Fax (631)765-9064 DEC 2 4 201 FINDINGS,DELIBERATIONS AND DETERMINATION SO hold Town Clerk MEETING OF DECEMBER 20,2018 ZBA FILE# 7218 NAME OF APPLICANT: Cinthia Thorpe PROPERTY LOCATION: 120 South Lane,East Marion. SCTM No. 1000-37-6-3.4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 28, 2018 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated November 26, 2018. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records available, it is the recommendation of the Coordinator that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,365 square foot water front parcel located in an R-40 Zoning District. The parcel is irregularly shaped and has 32.29 feet of concrete retaining wall frontage on Orient Harbor. The parcel runs 59.88 feet along Oak Court, 325.14 feet on the East side, and 246.21 feet on the west side before turning 37.98 feet on the Northwest side and then running 80 feet on the west side back to oak court. The parcel is improved with a one story frame house, a metal frame, a concrete retaining wall, and a wooden jetty as shown on a survey prepared by John Metzger, LLS, dated February 26, 2003 and last revised June 9,2014. BASIS OF APPLICATION: Request for Variance(s)from Sections 280-124 and the Building Inspector's June 29, 2018, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1) located less than the code required minimum side yard setback of 10 feet; 2) located less than the code required minimum combined side yard setback of 25 feet; at: 120 South Lane, (Adj. to Orient Harbor)East Marion,NY. SCTM#1000-37-6-3.4. RELIEF REQUESTED: The applicant requests a variance to elevate the existing single family residence two feet, and to reconstruct an existing concrete stoop with a,non-conforming setback of.5 feet from the side yard property line which will also result in a combined side yard setback of 12.7 feet. The Town Code requires a side yard Page 2,December 20,2018 #7218,Thorp SCTM No. 1000-37-6-4 setback be at least 10 feet and the combined side yard setback to be at least 25 feet. The foundation is proposed to be reconstructed, and the dwelling will be altered with a five feet addition to the rear of the dwelling. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on December 3, 2018 submitted a plan which proposes an increase in the combined side yard setback to 15.8 feet bringing the plan into more conformity with the Town Code. Since the dwelling will be lifted two feet in elevation, while still maintaining the existing non-conforming 33.1 feet front yard setback, front yard setback relief is not required. ADDITIONAL INFORMATION: The applicant is proposing to raise the house and install a new foundation. The building department has determined that the applicant does not need variance relief for the non-conforming front yard setback since it-is existing and will only be lifted,not moved. An email was received on December 4, 2018 from a family member/neighbor who expressed concerns for possible discrepancies on the applicant's survey. The same individual was present at the public hearing and stated that there is a discrepancy between what is written on his old survey and the survey the applicant presented. Since the date of mailing to adjacent neighbors by the applicant, as required by public noticing regulations, a revised site plan dated November 29, 2018,prepared by Mark Schwartz,Architect,was submitted as requested to the Zoning Board which shows accurate metes and bounds surveyed by John Metzger, L.S. The neighbor also asked for a temporary fence to be erected to demarcate the property line during construction. The applicant's agent agreed to erect a silt fence on the property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 6,2018 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 as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an old neighborhood which consists of single family homes on non-conforming sized lots with non-conforming setbacks. The non- conforming side yard setback for the stoop is existing and will not change. The proposed non-forming side yard setback is caused by the odd shape of the property and is characteristic of this neighborhood. The applicant is maintaining the existing width of the house and the extension of five feet is modest in scale. 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 applicant has a non-conforming sized lot that is oddly shaped. The house's side yard setback and combined side yard setback already exist as non-conforming and any demolition and reconstruction or additions and alterations will require the benefit of an area variance. 3. Town Law $267-b(3)(b)(3). The variances granted as amended herein are mathematically substantial, representing 95% relief from the code for the single side yard setback and 38.8 % relief from the code for the combined side yard setback. However, the single side yard setback exists, and the non-conforming combined side yard setback is characteristic of the neighborhood. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders and 1 Page 3,December 20,2018 #7218,Thorp SCTM No. 1000-37-6-4 gutters and install and upgrade the existing septic system to an alternative waste water management system approved by the Suffolk County Department of Health. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant acquired 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 V67-b. Grant of the requested relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new stoop on raised and renovated house 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 Dantes, seconded by Member Acampora, and duly carried,to GRANT the variances as AMENDED for, and shown on the site plan by Mark Schwartz Architect dated November 29,2018 and architectural plans dated October 9,2017 and February 24, 2017 labeled A-1-A-4. SUBJECT TO THE FOLLOWING CONDITIONS: 1)The applicant shall install a silt fence along the Eastern property line. 2) The applicant shall install an alternative waste water treatment system as approved by the Suffolk County Department of Health. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or -demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the,subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. 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. 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. r Page 4,December 20,2018 #7218,Thorp SCTM No. 1000-37-6-4 Vote of the Board: Ayes: Members Dantes(Vice Chair),Acampora,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Chairperson Weisman absent) ""lam Eric L. Dantes Vice Chair Approved for filing IOU Al /2018 REVISIONS: SITE DATA: SCTM # 1000-37-6-3.4 DESCRIPTION: TOTAL: LOT COVERAGE: PROPERTY: 12365 SQ.FT. 0.28 acres 77j,� EXISTING HOUSE: 794.4 SQ.FT. 6.4% PROPOSED ADDITION: 120 SQ.FT. 1.0% RECEIVED OCT 2 ZOZ�i EXISTING SHED: 50.10 SQ.FT. 0.4% Zoning Board of Appeals TOTAL: 964.4 SQ. FT. 7.8% MEETS&BOUNDS BY: PECOIC SURVEYORS,P.C. SURVEY DATE: 02/26/2003 SRC NgRp STR FFr uOu i N 31°O1'30" W 80.0' w 0 14 \12 - rw' ,wy \ l V` _�_._._._._._.�._._. _._._._ _.-._._.-._.-.-._._._._._._.�._._._._. O� > ` 00 0 7, 0 E0. Ln` 12 14 0 �i� EXISTING DRIVEWAY ` j ,/�� O4 ._.-._.-._._.-.-.-._._.-.-._._._._._._._._._._ N 31° 1'30" W 6 8 \\�\ 16 246.21' .S ' \ \ ' 12 . Z z -� \ 1 I •3. ROPOSED PROPOSED •\ :� - 1 0 DBITION CONC. \ LP\ 8' � LP STOOP \ Woo JETTY \ 1 WOOD STEPS ' -- `g. �/ r.•y TEST \ \ 1 101 n , , \HOLE ryDISTRIBt>jION OO ` FL.13.8 p,IANH 1 BOX O �l / P \ O PROPOSED •� \ 1Cn % 24'x20'PATI - rn (GRADE) O 2 EXISTING ISTY. - - - I ON GRADE FRAMED HOUSE 16_ S Asr100 (480 SQ.FT.) N °•O - O O j •� \ I y \ RAISE 2.0'+/-(VIFj / co \ /� '� \ , I 2 i MOPOSEO! m%/1 'V BILCO • / c / _ BROWN SILTY SAND •TRIC `AI0.VE1�[ ^. 3.6' 3.6' 3.4' CONTROL cnet kpv,VER ` �/ SM r \ F S 31 O01'3 0" L `\ 1 `•\ PROPOSED 0.5' e x 16 ` - - - 2' I O•e x EXISTING SCREENED PORCH CONC. � 14 1 \O 16 TO BO REMOVED AND REPLACED STOOP 325.14 \ I 8 � T(O MATCH BUILDING WIDTH 45.0' BROWN FINE TO COARSE SAND 0 SW - - - 10, SITEPLAN SALE BROWN FINE SAND ►-1 z SCALE: 1" = 20'-0" sP a W 1 - - - 14.2' z C� 'WATER IN PALE BROWN FINE SAND O O N SP 17' W TEST HOLE DATA DATE:07/07/04 CD CU ELECTRICAL CONNECTCONTROL BOXBLE IN FLOE IBLE WAT Ro tm m 0 TIGHT CONDUIT SEAL HOLE AS REQ AIR rn v CONNECT TO SERVICE PANEL BY VENT o Lr) LICENSED ELECTRICIAN CQ Cr, TO V CIZ 18"AFF O Cd o w � GRADE o V HOUSE 5 F INSTALL PER SCHDS m U ' REQUIREMENTS +' � v FRESH AIR VENT /ESH VENT i i � U a WITH CARBON FILTER LOCATION FOR `--------------- ('r) -- THAN ------------- LOCKING CA7 LOCKING CAST °` � T BE GREATER ILLUSTRATION - l ..� CC 3'FROM URPOSE ONLY LOCKING HDPE POLYLOK 20"D•BOX IRON CO)VEt IRON COVER N v WINDOWS COVER TO GRADE 3017.20 POLYPROPYLENE DISTRIBUTION MANHOLE GRADE EL.15 GRADE EL 14.5 /BOX GRADE EL.14 CLEAN OUT 4"dia. PVC INV. @ CH EL: l3. 4"dia. PVC PROVIDE SPEED LEVELER ELIN 11 9' Uj ON EACH OUTLET 4°dia. PVC L. 12.5 @ 1/8"PITCH @ 1/8"PITCH EL: . - i .. INV. INV. INV. V EL: 11.5 5.0' EL: 11.441 8.8' INV. O EL: 11.3 EL:•, 11,2 8'DIA,6'DEEP 8'DIA,6'DEEP (n I' LEACHING LEACHING POOL POOL N Y CLEAN 3'CLEAN I► .p INV. NORWECO TNT 600 SAND COLLAR EL: 5.9' SAND COLLAR �! EL: 3.5 1300ga1 SEPTIC TANK MIN.3' (LO PRO DESIGN) GROUND WATER C x I/A SEPTIC DESIGN SCALE: NOT TO SCALE ' :. y Y9',x °• � E•Ieg Dept copy from ZGA l=ina review documents ._ .�•�., � •' �g � Gate: / / � ram . .0 ��... DRAWN: MH/MS SCALE: JOB#: 10/27/2022 SHEET NUMBER: S- 1 REVISIONS: OLD ORCHARD ROAD SITE DATA: SCTM # 1000-3 7-6-3.4 DESCRIPTION: TOTAL: LOT COVERAGE: N/O/F PROPERTY: 12365 SQ. FT. 0.28 acres JOANNE AND PAUL DE CHANCE OLD ORCHARD ROAD 2555 OLD ORCHARD RD.,E.MARION SCTM 1000-037-06-006.001 FF PUBLIC WATER EXISTING HOUSE: 794.4 SQ. FT. 6.4 % N/O/F "( PROPOSED ADDITION: 120 SQ. FT. 1.00/0 ELLEN BRENNER 2007 TRUST PART C 2415 OLD ORCHARD RD.,E.MARION ' N/O/F SCTM 1000-037-06-004 LESLIE AND ROGER J.WAL2 PUBLIC WATER 2505 OLD ORCHARD RD.,E.MARION SCTM 1000-037-06-005.001 PUBLIC WATER FROSCH N/O/F.LLC EXISTING SHED: 50.0 SQ. FT. 0.4 % r 2255 OLD ORCHARD RD.,E.MARION C: SCTM 1000-037-03-002.001 "'I PUBLIC WATER 2 N/O/F r 7 TOTAL: 964.4 SQ. FT. 7.8 % 80.0' L�� N 31°Of30"W- rn ARGY AND MICHAEL MANTIKAS ,� 7 80 SOUTH LANE.E.MARION r a /r_, M -1 SCTM 1 -037-06- 03.005 _ ` .:k t .. " ho MEETS & BOUNDS BY: PECOIC SURVEYORS, P.C. SURVEY DATE: 02/26/2003 A" \ t z C_ L 'N 31°01'30"W 'Po 246.21' .�" - ,•�i'! i`}..%•1 I�l fl- � r CINTHIA AND JOHN THORP & ! zl 120 SOUTH LANE,E.MARION SCTM 1 3.00 000 037 06 00 4 t 1$31"01'30"E '� �t - 325.14' / N/O/F. N/OL FROSCH LEWI'IS,LLC FROSCH LEWIS,LLC 145 SYLVAN DR.,E:.MARION 680 SYLVAN DR.,E.MARION el• 13.8' SCTM 1000-037;•03.024 SCTM 1000.037.03-023 O PUBLIC WATfER UNDEVELOPED f—� t—� N/O/F BROWN SILTY SAND Q PAULA THORP 180 SOUTH LANE,E.MARION SCTM 1000-037-06-001.001 SM PUBLIC WATER 21 — — — SYLVAN DRIVE BROWN FINE TO COARSE SAND SW G� JANEETTTTHHORP 1' 10' — 230 SOUTH LANE,E.MARION SCTM 1000-037-06-0156.015 V�1 PUBLIC WATER Q � ¢ 3 PALE BROWN FINE SAND � -1� z N/O/F SP Z EDWARD AND RACHEL FLANNIGAN SOUTH LANE,E.MARION SCTM 1000-037-06-004 0 UNDEVELOPED 14.2' i � u:I W GARDIN ERS BAY ESTATES WATER IN PALE BROWN FINE SAND SILED IN THE SUFFOLK COUNTY CLEARKS OFFICE SP ON SEPTEMBER 23, 1927 AS MAP No. 275 0 OCD o R 17.0' m . Q o NgRo 1t1 V ROq0 X -� TEST HOLE DATA � m m ' %000 to DATE: 07/07/04 a z '` 0 -In V ��tl"�Iy•-,•r•t'.F c+Al-..... - .,.r,n. <r•..., �t� t'�.'.✓; .�...,....t..•-...,...:�-.�,,..............::v...+..,.-.._,.ll. �e-.»!y.N.-..�.,k ,.,........_....,.,, � \ `y'a':'r�...,,y. ,,.;+1...<•__i4I:.�6 w:...�':✓,i>ar.7J+1 ' ^'� ..r._ <• 1..' i� (+ ,- ......, -m- VI 't "`:. s1� t• CC', .�' .._...._ i°._._,. r"~(';\�„ ,r Sly-rCL€C COUNTY ^�; -I •;. 02 { 3 4 i _F__ T`r I�cL,t�i;,�h.i C' I.[:r';si�-4 aid'I�ICE� >~ -� Comm k . Z!` fii:'-1,21 {Y:) 'v;_,`- \%li� For! 4:. o-rer,J\¢ rn--"F P,s ° �`• I�:....,:t� l' i:..df'.. e i:lU:.:�, S �....L.::.:..i::1i r• r! J� . � � Q) el "•.Jig fn (�:1� l.l.`<l�•L' i��e'Es$i _I'Y. � � For\I li�i\I (��l?!.,,5 ,J p'•�'c ,.e llfjF1';R '� r Q) py y a L : LJ F!ii '"V f V• .�. -..�� ..-j� �?-"7 4`E' OL N 31°01'30"W\ 80.0' _--TRAFFIC BEARING. 1 pp \ .. COVERS AS 0.E0.``•,EP' MIN O .. r..(� ....,..cl .,... A: ..^-(.... !h /y N' .. Vl PER SCHDS ;gQIS 6'deep`� . 3 I'..J:�t I f j i w,r^,,..,,,. ,...,.,. EXISTINC'G STONE DRIVEWAY B'db.b'deep 15j�SF M .. .. ., �..,,.. -, - _, }q' `_A" 6!• Lu (.(ALTER AS REpUIRED) 1505F , /'•� W \ / \ MIN. O�i /� EXPANSION OOL o r_ 1"j �Y \.E ,�•` �'-�° D\X' E B j0 \ , W ��19 TOPER SCHDSLN v, 'rf p0 n� d' I B X8' p \O ¢ CURBING TO 20.6.08 , 1 z .,:....... ...—+....s......e�...., .,.......:... ......................y.........,...v.^•.o, u q\\ \4� \ \ 16 BE INSTALLED \B INp pdP" . r I P t'.•,�I � D t C ` ��•�, rt{. C E (f (��y x '1'� 'lJ LP l t'ljC�-.r}1E�''�APPROVED l;v ,'LvI.V a'i!J,L1t5\.��:}.:j,kY IT11 IJV/-'RM OF \ _ •_ _ •� v O 150 IF,, I 1{..Y 1 C.1'i Ji.. l! 1 L I d l,JY1 1 t� 4 \� 31°Ol'30"W 6 B \ \ ` 246.21' t 5008,L CEN 5 .'deeP• R 5 1} Y Pi I T �n E '/ \ \ f' D-��.r Ir�tr �1 D � Ll o .e.� d O \ 1 '3' ,11 OPOSED PROPOSED SEPTIC TANK , •, �I ExISTl \ WOOD JETTY \ \ I I , D ` CONC. A IT ST p® / 1 TO REMOVPOOL R ,Lb TO BE REMOVER PER` eo f \ WOOD STEPS / ` o-\L SCHDS STANDARDS P 5] j� .,,....r. N 1101 6 \ 101 O \ I CO '0.1f / \H F� / WM r►7 1.i p i 1'r .,; ;,4 '",•°, F /"' tAIN \ 0 _ EL B Sl .Lw' f' Y Amy] t'� (� PLAN S� 1� \ O \ \ 4'NGRATIO BOX h ^^P: Y- ..,0I�P LAF A l$� C5 i I 1 CONTROL .5C f:..,I 6:":✓ R:a ._'J !' "� / "� ✓i ^gypp PROPOSED O ((/ F 1•"•?!A^ <4 f T ,^ �� ' y x ' ON GRADE EXISTING 1 STY, W - Gy (4R050 FTJ FRAMEDHOUSE EXI9�INL WATER LINE h \ I I \ I RAISE 2-0'♦/.("F) TRH TO L REMO AS REQVED AND h \ \ \ O BILCU \OL I MIN. ASEDRATIO oy \f\fa�CTR (MIN. SEPER MTE EEE 111 PER SCHDS K F0.0M NOY/\PTIC SYSTE) >^ \\ \ t \ 3.6' UP 3 4' 10 \'S \ PROPOSED 0.5' 16 ' 31"Ol'3O"E t \I \� 1 TO BEREMIOVEDANDR PLACED `°N` 325.14' 11\ '4 S OOP ( TO MATCH BUILDING WIDTH \ t B T} q I ` 45.0' ...........,...r.. ..........,..r�.....�...�.�wrm.wwu b 1 ail :. n Lyi ho Ca,: C;3a. , `.0 I"Y✓.�i;:, Ise�:!''.'ai F ... SITE PLAN ToSv.iradu1ctno c,cL��1(s). p F SCALE: 1" 11 O + ' DRAWN: MH/MS — 20-0 SCALE: 0 C T 05 2023 = :JOB#: Cn SUFFOLK CO,HEALTH SERVICES ` ` - 9/2 NUM F z` .✓ I'V ' ? /2023�� ,• SHEET NUMBER: OFFICE OF WASTEWATER MGMT, f REVISIONS: Ott) OR ROAD Y 4 Nt ml I I 1/2 mP I 1 115 03 rr I" msam us PROVIDE TRAFFIC BEARING FRAME � N? AND COVER IN TRAFFIC AREAS AS m7 ear•awm 148 REQUIRED(VIF) we } a e i 09 REQUIRED COVER -•--•--•--•--•--•-----•--•-----•------ AT GRADE m9 anh4u.n ona 1 •• dl r-'--•--•--•- ------------•--1 FINISHED GRADE 1, IR ry"S• I = 1 rs�nsn,tnw j 113 ' �, .• eau 151 � - *r ' ' - - -- - - - - - --� ! END PLUG/STOPPER 111 ne . ! I LL I I I I I I I 1 1 1 I 115 R' MN ISI I I I l t l l I h� 1 � ADDITIONAL CLEANOUT TO 116 1s7 I d 8 I 8 d 6 91 WSW ! BE PROVIDED AT INTERIOR oaai6war ' 1 I b '�,,,� �. "a I , �--SEWER PIPE °7 crnla pl i �I "'n0' "'"R I ! OF HOUSE AS REQUIRED. } (NO HOUSE TRAP) lgo a Oda ,.r ----- r-- IN i }� �--30 deg.ELBOW In .M W 1 �, It®O ! N m * i 41Ya 60 deg.WYE 't' '°'"' 1 '� i pyLA�,p�p gtpl[�1p� i a---FLOW 0 VA I WAf 06CORRCCI MO 01ERCUItla Mire d1 i AM m V m 16I 7 UF i OW BE m 127 ro°RIP/o1Koa i 4"DIA SDP 35 PIPE 1/4"/LF PITCH X\� 4"CAST IRON PIPING TO MIS 1 W"C1LNlf SPEfi1GM fkR11111)(Now 5 Wm NN"IlOW N Mix; 1 1 ap NUN`ILINWM§011tI1T0110 1FM , EXTEND 2 FT.MIN.INTO "'1-r ---- r-- '„ ! TO ea11K Not or na0 IRrrrul cmrcrols&M K AT tfi r 141 Im r. ml i \ FOUNDATION WALL CAM 0"fit- 1 tf C.n ). XMINAI STRIPS AHI rRON LW USE MWER CMt M Oar. 1 tm I2 171 ! UMM ON=LIO 11 FM 10 A SEME EARTH UOIIII ' 4'17 Rpr. 1 .73 1 MCI LW3 Rr wsm fall RIRIX rime vivie sotteI I l80174 I-•----------------------------------------------------------------'-••I O L11 175 175. 06 -- -- --- r-- I' TYPICAL CLEAN OUT DETAIL 'A N 31'01'30" W u1 NTS 80'0' W44W 0 MIN. 1059267 CONTROL PANEL M TRAFFIC BEARIN �� -�� -' COVERS AS REQ. MIN' LJJ� EP ��I `, LOCKING HDPE COVER \ — �� LP` �` PER SCHDS ` 1 5'-0" _ p� y� I B�ia,6'deep do In u ,TroN�H TO GRADE GRADE V- — EXISTING STONE DRIVEWAY 8'dia,Gdeep L` 15�SF � ICUIM 9AP B Ct-1ANMER Volume 20"POLYLOK G ` 150 SF ' '� ` " 00 Sedimentation Chamber 277 DISTRIBUTION BOX `tA / \ (ALTER AS REQUIRED) L O / /• i / \ MIN / EXPANSION POOL 1-n O O T AnaerobicFilfmtionraamber 278 DW 20, - -' // TO BE INSTALL 0 �+ l Aerobic Contact Filtration Chamber 127 FROM SEPTIC 1 �'�'"O DW In O H tznATroN S chamber 63 _ 5`r� I H'XH' $IX81 \ ` 1 /�l' PER SCHDS M ~� _ _ _ 00 0 �. AlaLarPusa Disinfection Chamber a TO LEACHING POOLS Q� ® rsN + Total Volume 749 b / 7 cYLlNncaroPnoNAL) PROVIDE SPEED LEVELER -t-;. - ^�' 4i , / \ _. / CURBING TO 1 20"dia s•mRxT OOMET PIPE L.2" . =-XJ._ DB 1.J sPEclrlcnuoxs ON EACH OUTLET J` �'�1 BE INSTALLED IN. { A Anaerobic Mega PP/PE Filling Rate 32% �; Board T Aerobic Media PVC/PP/PE Fil' Rate 16% >r`�'�?, `�r AcrobicMedia PP/PE Filling Rate 57% 12"THICK UNDER IN :v"'�C�7.-?Car.% r i' LP , ® T�Or �fi" FILTER MATERIAL TYPE 1 �.' - — -- -- - - - O t` 8'dia,6'deep; �'� AULUTPUW-� piping PVC/PP/PE r� / ` 150 SF / \ AecesaCo'= Plastic/CAM Imt DISTRIBUTION BOX � / 500 aL.CEN 5 � ..� ' 12 nisin£ectant ClilorineTablets !s PROPOSED g \ ''' / PROPOSED .$EPTIC TANK aecmcuuTtoxrmT nAPPtle -.) a^A1AtNTA1� / '\ CONC. PLowoPE"O(M.) W"'IANmoOPPNAN) B / ADDI�N STOOP ST � ` ` EXISTING CESSPOOL / PLAN VIEW ,� O R /Q(0 \ TO BE REMOVER PER ,•ntArmote / 1 SCHDS STANDARDS WM 5T tl^MANNou1 tl^nIAN>mca u•afArrBOLe onsl� �) oPermrc , CO HO E / i ELECTRIC ONE LINE DIAGRAM ' A� I I ^ CIMTA11Dac WDIA TTIT (NOT TO SCALE) 1 EL. 8 �•4 PROPOSED m 120 VOLT,lre SERVICE TO NEW 20amp, 24'X20'PATIO 1 CONTROL T BOX `5 0 FUJI CONTROL PANEL 1 POLE BREAKER UTILITY ON GRADE I EXISTING 1 STY. a ® > B CULATION 2#12,#12 GRD IN 3/a" INCOMING SERVICE (480 SQ. FT.) O AsseemaY �-200a, I FRAMED HOUSE r, EX ING WATER LINE PVC CONDUITh W O 1p,120/240 VOLTS N PR D TO B REMOVED AND FUJI , RAISE 2.0'+/-(VIF) BILCO \O� ! RELO ATED AS REQ oN z >' ® UNIT CIRCUIT \HFgpf , (MIN.1G1'SEPERATION Q Aeaoarcrennu FUJI CONTROL BREAKER METER 1 min.4.5' \ \R/C FROM NEW SEPTIC'SYSTEM) ^ O a W AERATOR PANEL PANEL 1 1�--1 TION ASSMR BLY _ I I I PER SCHDS I \ 'x Z / SECTIONI A-A VIEW SECTION B-B VIEW I I - N — _ 0 0 3.6' 3.6' 3.4' _ E.i� �� EX.GROUND ROD NOTE: � 16 FU 1Cleari USA — 1 .BURIED ELECTRICAL POWER PROPOSED 0.5' � ea.,�.. - ) UP w CONDUITS SHALL BE A MINIMUM Structu 1 Drawing OF 24 INCHES BELOW GRADE. EXISTING SCREENED PORCH STOOP 325.14' 14 DATE: wrolao,e scALP In•-I• TO BE REMOVED AND REPLACED 2).ALL ELECTRICAL WORK TO BE TO MATCH BUILDING WIDTH W PERFORMED IN ACCORDANCE WITH NEC. 45.0' 0 Cq v a= m " i PARTIAL SITE PLAN ® m r �E Q) SCALE: 1" = 10'-0" m m O ^ X � � z `� U � j Q NOTE: o u a maximum 5%grade slope must be maintained CONTROL for a minimum of 20'horizontally from the nearest tm- d BOX edge of all leaching pools before tapering off as ate -� Q) house finished floor el 11. i S;" 67 -_ cN per schds garage slab 7.0 It LOCKING CAST LOCKING CAST ' thermoplastic covers IRON COVER IRON COVER 'A locking and water tight 20"DISTRIBUTION/ _ L , CO existing grade-14.0 as approved by schds existing grade-14.0 SAMPLING BOX finished grade-13.5 2"P pvc vent pipe to conn } 'a x R to house waste vent service panel Z min.12" � max.24" t JU it Ito el.13.0 `'�" t;to ♦� Is OF 1.12.2 4"dia sdr 35 piipe 1/47 If pitch (1 8') I I I.11.7 I N el.12.5 et.12.0 el.11.5 I el.11.2 O 4"dia sdr 35 pipe 1/8"/If pitch O (14.7') I (2)-81 x 6'd leaching pools (2)-81 x 6'd leaching pools I N O I replace unsuitable soil with replace unsuitable soil with O clean fill sand and gravel (3'collar) sand and gravel(3'collar) clean fill I type sw or sw per schds. per schds. type sw or swl O el.7.6 el.4.9 U FUJI CLEAN CEN-5 I/A SEPTIC TANK undisturbed grade 3'minimum (L/ seperation ,Q test hole el.1.0(highest expected GW el 1.2) — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - - SEPTIC DESIGN �i DRAWN: MH/MS D SCALE: O C T 0 5 2023 JOB#: 9/28/2023 SUFFr'..�f rr),WEALTH SERVICES SHEET NUMBER: C`c"at OF W,ASTctN?A TE" MGMT, S-2 S.C.T.M. N0. DISTRICT: 1000 SECTION: 37 BLOCK: 6 LOT(S):3.4 SIQ — pFPP�� 4�Q 2g ag Epps p0 °5a3o 5� gyp% Pei°� \ ��°'�•�;t 9� � ga '•,oj�ZOn I V Pi O 3• c spa �o oo. d N 83°11'S4"W ` 37.98, 4. MAY 1 3 2025 -6 A UNDER CONSTRUCTION SURVEY NOT FOR TITLE TRANSFER THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:72,362 S.F. or 0.28 ACRES ELEVATION DATUM: ------ _______ UNAUTHORIZED ALTERAT/ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777URON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUC7URES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 3 & P/O LOT 4 CERTIFIED TO: MAY 8, 2025 MAP OF: GARDINERS BAY ESTATES SEC. 1 FILED: SEPT. 23, 7977 No.255 SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ` P.O. Boa 153 Aquebogue, New York 11931 FILE #225-90 SCALE: 7"=30' DATE: MAY 8, 2025 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 RNI51 NS' 01) O Rah ARC ROAD v � PROVIDETRAF%C BEARING FRAME • a AND COVE0.IN TRAFFIC AREAS Af REQUIREDCOVER INI GRAD AT GRADE • ffii Y_K_OCTrym p•A:A it-b- BE fIi 1 1 FND PLUG/STOPPER ADD aIONALCTINTM R m� v g` �� fd i SEWER DIPS QFHOUIDEDATIUIRED. . e m • mar r ' ___________ el OO HOUSE REQUIRED. �e ____ Y i col 3o deg EDJOW (N TRAP) J r 1 ■ D i 60 deg VIYE m L o f I a FLAW 4'DU SDR 35 PIDf V4yVPfiCH \4'CAST IRON%%NG TO m ____-a__ m •ueri� me E%TFNOI R.Mw.INTO '�• ., m �®®r .�=.u�.ie---_--- I \ iOUNDATION WALL co _rt e m e _J p = _ TYPICAL CLEAN OUT DETAIL NTS N 31°or3o^W, eo.o' L W p7� MW. 1059267 CONTROL PANEL M y^ _ _ _ _ _. _ _ _ \_ _ sbr d \ TRAFFIC BEARINGC,� --' _ COVERS AS 0.EQ.` gp - , ,' Lu88 .� PE0.5CHD5 i BR}Ia,6Ueep, LOCRITO HDPE COVER EXISTING STONE DRIVEWAY ;B'me.s'da IMP :I m ti TO GRADE G0.ADE !p m e 2a PDIYLOK ¢/' — '— FALTER AS REQUIRED) I50 SF a DISTRIBULION BO% —_FROM SEPDC 11hb 4j%O I/DW\1/DW\ Itl MIN. •.0.�� /9/'^TO BEINfT L W O O Oa PTO LFACHING�N Ol5 r�. �n� �3' 8'X8' OX8' \ y' y PER scHDs l tn M /- VIIETO um p0.0VIDE SPEED LEVELER CURBINGro \ ,' 1 z ` A Noiovw ON EACH OJ _ BEINSTAUED w. 13'THICK UNDERDPAW IS' �3-0• -�,O lP ' 1 _ O) FILTERWM UAI.Y El B'dla.0'd- \ SDDESLCM S 12 O'C,-Q(IPOSED PCR��GD O `LEPDC TAN% f- ewe dorm a uaamm�a� me ADD ON` p® 0.EMOVEXISTING SPER' PI..9N VFW SCHM STANDARDS WM Z CO Sr �- •� ELECTRIC ONE LINE DIAGRAM CO rn o MOT TO SCALE? 6 ISDVOLT.to SlFMCEM NEW2N_ 4X2a TRO PAD0 CONL \ kZ FUJI CONTROL PANEL IPOIEBREARER VHm - BOX W N tD ® O 1011 I11 GMINY INCOMING SERVICE (4JiD 5SO a EXISTING 1 M. y W ]C m PVCCONDDrt I 200 10.lmn oVOLTS FRAMEDHOUSE R 0. EX GWATMUNE O FUJI BBFF 01 UNR U0.[UR ARISE 2A'�/-(VIF7 BILCO Af REQ Nll CCwfROI DON B0.FAKE0. METER 1'eN�nL (MIN.tb SEPFM sD p AERATOR PANFt PANEL ❑ TIER, JC FROM NEW SEpD4'fYSTEM) PER fCHDS L �� \ Z WI F GGG 9P.CSION A-AVSEW SEGTIONBBVMW L I W_ 3.6' r 3b' 3.,F EFq�IE IX.GROUND RO 1)BURIED ELECTRICAL POSTrA CONDULI MUDEAMINNUM PRODOSED D.5' 325.14' I6 16 up OF 191NCHE5 BE3gW CAlADE E%ISfING SCREENED PORCH CONL L N TO BE REMOVED AND REPLACED STOOP C—' 2).ALL EIBC wm WOMTO BE TO MATCH BURRING WIDTH PERFORMED IN ACCORDANCE W,TH NEC. 9s.a PARTIAL SITE PLAN SCALE:to=10'-0e 'S cApZ T� maimum 5%�Ee slop mud be meiNn W CONTROL finemW_ of 2tl hodmnlally from lire rcarea 15 S'xG BOX edge of all leaddng Poole be/ore lep<rihq°Hv ,,23'a7 S home fWdcd lloorNll per adWJ 1 U ��• guega deb TD ,� y thermoDlank.amf IRON COVER LOCXNG CAST Elt ladJng ud we!n tight 2a DISTRIBUTION/ IRON COVER IRON COVE0. t YFpeF vmt plea to CO ezktl'grade444 ueppacd by WLJ etlnin8 grade•Hp SAMNNG BOX finiAed®ede-13.5 L<a53 to harsa weds vent vrvb S 24• l n "1 N.MD, 4'dle tar 35 plpe l/4•/IS Pikh -- 12.1 n DBr 1 V e1.12.5 aI.ILD e.11.5 eL 113 .1LD I Q 4•dla W 35 plea I/B•/If Ml p O (421 I f2)'B'a%6d leafing_ (2)•BFa edlaxAing pock O replea unsulteble loll with repbo:umuimbte mll wbh AR � and end0. 1cm O m0er) land eM gavel R mgu7 deal Bll 'Da u1Mr. tmP W 6 A T.fi FUJICIEW CENd I eL 0.9 VA SEPTIC TANK P l mt I,d. v X grade T Wnimum cd ape eRaMd ten hole N.1.0(ldghert up'ON GW al 1]) SEPTIC DESIGN DRAWN:MH/MS SCALE: LOB 9: 1/IBQD24 SHRUNUMMBBER: S / 5 SITE DATA: SCTM#1000-37-6-3.4 DESCRIPTION: TOTAL: LOT COVERAGE: el.13.8' PROPERTY: 12365 SQ.FT. 028 aces BROWN SILTY SAND SM z 2' _ _ _ EXISTING HOUSE: 914.4 0 EXISTING SHED: 50.0 SQ.Fr. dj W BROWN FINE TO COARSE SAND a SW TOTAL 964.4 SQ.FT. 7.8% Q 10 MEETS&BOUNDS BY: PECOIC SURVEYORS.P.C. SURVEY DATE: 0226/2003 G" PALE BROWN FINE SAND SP RCHARO ROAD A 14.2' WATER IN PALE BROWN FINE SAND SP a O 17.0' TEST HOLE DATA x z DATE:07/07/04 N 31'01'30'W. BD.n ►y unaL> YeY` ..y % ; m CA DW Iq 31.01'30'W e, \ 24621' 1 0�'�• I l y , \ _ \\uom.rn \ i f . 1 ti� —,±C�'��9�.`� •'�_5_ ` D\ b� /t'b \ ,\ ! 1 x f oarJ`1 idy 6 y \ oT -____� p (31'01'30'E 11 \f e u 325.14' SITE PLAN SCALE: 1 = 30-0 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE ;d;"=''7 A '� �. 06 Date: JA N 1 1 2029 M.S. Ref. No.7->—0'A- A R 3 3 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found to be satisfactory FOR A MAXIMUM OF BEDROOMS. JA J d�r P1.7� w1� {�,}�W. JL��•ice, DRAWN:MiilMS 7 ESL !!�-aey •et�v' -.{ty, SCALE: -r ♦'.I' H161= JOP'rATHAN PAI, P.E., CHIEF SHEET NUMBER! _ OFFIC'r_ OF WASTE MANAGEMENT S_1 I / N •P o A Ano f I 'O I &0��' 11\\\ J \ o 14\\\ \ T Mona \P' I zN \ \ \ w �' o� z ®► X , O \ \ ® 20.3' nst-Stt ^�/ w I O to O.n \1 \` 4\ •� ,1 \ `� NMI Wv n r •Q,\ � \ %� 1 / WO to \% m iO V/ 00 JV 16 25, / 'r kk s50 tv N 5805813011 E NYI H1 7B4%Mch�P.O. x 933 � �� THORPHOUSE ADDITIONS&ALTERATIONS •--� $ Phew(631)7344185 Fax(631)734-n10 120 SOUTH LANE Web Site http-.//mkmmhitectoom, MARK SCHWARTZ&ASSOCIATES E-mail mj w hibmtooptmumret EAST MARION,NEW YORK REVISIONS: 20'-I" — — 20'-I"t I r NEW 4" BEAM I POCKET(TYP) 0 xi ------------------------------- - �- �. r -- ---------- ---------- I O 1 r--------------------------------.14 .r. .. •. ; .. •1.,,,,,•,�,:; � I i --- --- -------------------------' r----------------------------------------------------------------i -- --------------------------- REMOVE EXIST FTG IN IT'S .. •: --------------'--- r r---------- —� t I " I I i I i REMOVE EXIST FJ REMOVE EXIST FJ i I i I ENTIRETY (NOT SHOWN) d EXIST 8 GMU 'I ' (UNDER PORCH r-7 � NNDER PORCH � I' .� 1 : i ►;�•!:: ':; i 1 i INSTALL NEW 6"Ab" PG FT5 I I FDN WALL 4 IN5TALL ': ` ': ' ' I (MIN 36 DEEP) w/(2) 4 R/B 4 � .. �� 7 � � �� %,i.o.....+a ONLY) � INSTALL � : � I " # w EX15T 8 x Ib"TNK s = NEW 2x8 FJ 0 I6 r.=.•; `�:. NEW 2x8 FJ 0 16- I ; ; 2x4 KEY A5 REG +� PG FT5 I I = i O.G. w/R-21 BATTi O.G. W/R-21 BATT = I I A ( I i ; INSUL INSUL ; I IVAA EX15T �; A-3 -3 CRAWL SPACE - ; _ I REMOVE EX15T FDN WALL IN r i I i NEW 3a'2" LC w/GAP 9 tp = I i IT'S ENTIRETY (NOT SHOWN) d " I I I 1 i { hASE w/24"SQ x 12" THK i ' I iI bTALL NEW 8" PG FDN WALL NEW I I-�8 ,z, I ' i I I w)/BITUMINOUS COATINS MIGROLAM O PC PAD w/(3) 4 REBAR _ ' NEW 2x10 RR 4 16" O.G. w/ Y2" GDX RIDGE R-30 GATT ►--i • I EA WAY (TYP 5) �:, 1 REINFORCED w/THE �.•.�;: ;,��• e^ . .;�t. )•r t, ;:,•. ::, •.: '::�. :,; �_S , I ,i l_� FeOLLOWING: PLWD, 15 FELT,235 ASPHALT IN5UL — " r'I # # TOP of RIDGE SHINGLES t ICE-5HEILD ELV 13-3 t _- — — ( ---� r ':. •�+`� � I (I� #4 HORIZONTAL R/B TOP d UNDERLAYMENT A5 REQ ^~ BOTTOM ! Q (1)) #5 VERTICAL R/B 0 36" Q I I O.G. (HOOKED INTO FTC) NEW 2x4 G.T. 0 —..—TOP fAL PL I • I ( is I I I (2) #4 HORIZONTAL R/B EQL 32" O.G. ELV -b t I I I EXIST EXIST ( ,, ( r I RELOCATE EX15T HOT I SPACED A5 REG (SEE SECTION) NEW Y2" GYP BRD FJ FJ I WATER HEATER AS REG ( NEW 2" CLOSED CELL SPRAY FOAM 4 R-15 = @ WALLS I ` I I I I I EXIST FJ to EXIST FJ to I BATT INSUL (TYP ENTIRE EXTERIOR) 4 v PROP LG 55� m I I ;- KITCHEN/DINING REMAIN - erz f::>;*I REMAIN - EXTERIOR WALL GON5TEXTION: Ui 1 m CONTRACTOR to j CONTRACTOR to I NEW 2x4 STUDS 0 Ib" O.G. w/Y2" COX ROOM 3 " ' EX15T 8" CMU - ( TEMP SUPPORT A5 r':+ TEMP SUPPORT A5 I PLYWD TYVEX VAPOR BARRIER NEW /4 GDX Td G �` 5UBFLOOR w/ PROP Ist d FDN WALL 14j, I I REG �� REG I ANEW CEDAR SHAKE SIDING FIN15H FLOORING FLOOR I i I I EXIST 8" x v I ( NEW 2x4 SILL PL w/%e" PER HOMEOWNER ELV+3'-0°I ry _ v a- ANCHOR BOLT 0 32" O.G. (MINPM - w I I6 THK : ( IU I u� I 4N EB) Q EXIST Ist � PG FT5 '- ►- NEW 2x8 FJ 0 Ib" cv FLOOR W O I I :; I I �, •� I z � O.C. R-30 BATT 6N R(3) 2xIO d DER w/TEGO C) a W a ( , I I ( I I r-�-ra I NEW 8" PG FDN WALL w/BITUMINOUS �1 (VARIES - VIF) EXIST ACCESS r,.,, ,,. I :: x z Q HATCH I I r+Q•-:*S I GOAT7NG, REINFORCED w/TFE FOLLOWINS: 4 OP ELV O-0 w I I EXIST I.. I (1) #4 HORIZONTAL R/B TOP 4 BOTTOM O O I PROP I 'a " BASEMENT IN5TALL NEW 4" LC w/ ' � I (1) #5 VERTICAL R/B 0 36 O.G. (HOOKED WELDED TOP BASE = I CRAWL SPACE I I ( I BASEMENT SPACE I INTO FTC) 0) #4 HORIZONTAL R/B EQL 5PACED A5 NEW 4" PG SLAB w/ P':-ATE d 12"x24"50 PG _ I NEW 4" PG SLAB I REG bi(o WWM I-LAYER FTC, BELOW w/(3) #4 NEW 3-Y2" LG w/GAP I P1/B REBAR EACH WAY TOP of I ;' I w/(I) LAYER bxb I 7 BASE w/ 24"5Q x 12" THK I NEW&"xl6" PG FTG w/(2) #4 R/B 4 '' BASEMENT SLAB EXIST 8" x 16" b WWM a I �� _ —''— W GMU PIER(TYP I - ( (�� LAYER of 6 MIL PG PAD w/(3) #4 REBAR I 2x4 KEY .:, : ELV 2 PLACES) PV VAPOR EA WAY (TYP 5) I I I s I I BARRIER 4-., 7. I I I I I ( I PROPOSED SECTION "A-A" I I EX15T FJ to I EXIST FJ to SCALE= 1/4- - 1'-0' I ♦ I _ EXIST EXIST I REMAIN REMAIN I o I I IN FJ FJ = CONTRACTOR to CONTRACTOR to HOUSE TO BE ELEVATED +2'-0". I I I TEMP SUPPORT AS TEMP SUPPORT AS I E • m N � o I r Q REG I REG °�` " x O M �. NEW 4" BEAM b POCKET(TYP) w PRESCRIPTIVE DE5167N PER R402. 2015 IECC: 0 Ir. Cz 2'-10" Ln u I FLOOR SPACE R-30 VAULTED CEILING R_30 N R-VALUE R-VALUE o w EXIST FIOUNDATION PLAN I ' , I = *EXCEPTION FLOORS: IF FRAMING MEMBER 15 R-laFENESTRATION U-FACTOR:� TION 0.35 SCALE: TOO SMALL I +► '° I FRAMED WALL GLAZED FENESTRATION U) R-20 0.40 w R-VALUE: U-FACTOR: H BASEMENT WALL • SKYLISHT (GONDIRTI vNED SPACE) 10/15 U-FACTOR: Ln N/A O N PROPOSED POUNDATION PLAN v SCALE: 114' - 1'-0" L!Cg Dept Cogy from ZBA , rina;revie•.:red documents V ZSA File 7 �► - V r DRAWN: MH/MS A SCALE: fa JOB#: 9/19/2022 SHEET NUMBER: A- 1 REVISIONS: I I 20'-I' I 00'. 00c� • OC�o ' o 0 o I ED c� a oar• : oar• :oar':r inn=n I . 00 • �0 . o� . . OCO� ' OC�c—� • ODc� • . i ]E] o FROF FA IL • • 00 �� ' off ' . t; J PROP 3'-b" x 7'-0" PG STOOP m DOc C� TW3446 NEW b°x 6° SLDR O 20'-I"t \ PROP KITCHEN/DINING \ ROOM Q \ Q -30t 7'-IO"t I 4 \ 4'-0" 4'-0"It O O Q ( r -- ------- --- n Q ,j �y�---- - --}----- = r- --------, STOOP�REMOO LNG \ I- - , I5LAND ' I PROP PATIO I � REMOVE EX15T` otcv F r . SGREENED IN EX15T 50REENED IN _ ;, PORCH FOR ' _y I _ PORCH NEw r- m EX15T EXTEN51ON •yL i 4� { ; ' -�' ► .STOOP •. • • . . ' '. I ' ' ' it I! (TYP) r . PROP 2x10 RR® ! PROP 2x10 RR CLOSED I ®` j I W O U, , 16" O.G. W/R-30 lb" O.G. w/ R-50 FIREPLACE . I ' BATT INSUL �cY BATT IN50L A 1 I--------------t_ x J LJ I I I O a w EXIST . { 3 `�yJ + PROP I O O GONG r- REMOVE EXIST NEW bxb I I 5e 5R UP O O A :PATIO - WALL5 4 P05T ,�T— -71_3N o ,, WINDOWS FOR NEW(3) q�z' O " I I I EXIST NEW EXTENSION MIGROLAM I -" I � EXIST KITCHEN p 6e = INSTALL NEW PG WOP tf11 Oe PROP AFTER HOME ELEVATION u�1I� �' L11�ING ROOM . . EX15T T LI\/ING ROOM MOVE PwDR w � EXIST—C------ ' — PROPKITG = ' i TEMP REMOVE d;RELOCATE -1 REF HWH '' . .. c ( — W/D • EX15T PROPANE LANK AFTER . ; INSTALLATION Of; NEW FDN OUTLINE of I .'.::•• • t•. � OUTLINE of ' I LOFT ABOVE r LOFT ABOVE O SHOWER • 3,�. ol SHOWER I m N Q o OPEN to EX15T OPEN to I i REMOVE I i I oX . ABOVE I EXIST EXIST OUTDOOR `P ABOVE EXIST U) it EX15T 8 m ; o HATCH Q 'I OUTDOOR BATH to FDN r- SHOWER s I $ATH T� SHOWER I. I o I IS LG T EIS GL �- STKD GL P � W/b `� � � � Z MEEEMSIan U `� v N o W INSTALL NEW I s STOOP W EX15T EXIST EXIsT�FOTEER EXIST EXIST BEDROOM BEDROOM HOME BEDROOM BEDROOM I U ELEVATION L ff- --jl &----------41 , N IEX15T EX15T U 7'-10"t I I'-2"t 20'-I Nt I 20'-I"t ' I � I NEW BILGO ;: Elcg kept copy from"ZGA •._.. ., .,; .., ems; revie:aed documents cs'y„'�; .. _?s `!t► ? ZSA F i ST FLOOR PLAN EXIST �I R �. L - N SCALE: 1/4" - 1'-0' DRAWN: MH/MS y r ,a jf d I SCALE: % x" far JOB#: PROPOSED FIR,5T FLOOR PLAN 9/I /2022 NUM +•�"e,�,;r P a ( SHEET NUMBER: N SCALEs 114' - 1'-0' I A-2 REVISIONS: Jim I E—I H IT II �-1 N N 11 11 RII H I I O ® ® 1111 Ld Q o FUUTT U Lum Mimi DT= rrT 4 Q _,,EX15T,Ist FLOOR_ _ EXIST,Ist FLOOR_ GRADE GRgpE EXISTING EAST ELEVATION EXISTING NORTH ELEVATION W kA SCALE: 1/4' P-0' SCALE: 114' - P-0' � WW� Q � Z H Q � H 0 v o • V aO m t--•I �, .0 O O U lillil Hill CV ry (a v ® ® 0 �00 11 IIITII IIIIII HIJ11 Htj IT Il II IT il 1 11 Hull Hull Hull UHII Hull H Hill[ 4 U11111 HUII AM II IT II II IT m �' EO cV W i JOIN I _ _ ._.. PROP Ist PROP Ist cn FLOOR _ — FLOOR I� W Q PROP BASEMENT m N c F�1 ENTRY w/BILGO m U GRADE DOORS GRADE— U O PROP STOOP (REMOVE EXIST) N PROP EAST ELEVATION PROP NORTH ELEVATION ' Q SCALE: 114' - P-0' SCALE: 114' - Y-0' pw� E!c 7e t C� p opy from Zf;N x E=ina;revic•,•ed doCurpents �y use�,� �► 773_L�> y ,S � .0 IF DRAWN: MH/MS Iy SCALE: JOB#: 0 _ 9/19/2022 SHEET NUMBER: A- 3 REVISIONS: I II IT 11 1111 O o 1-11 UJI.11 Li I I H I LI H 11 U 1 11 111 1111 L_UII 11 111111 11H 11 UH Ill HHII H 1111 111111 111111 11 Ull 11111 11 fl H 11 H IT 11 H H 11 H H]IAL1tlI 1111 1 1111 11 111111 111111 11 H 11 H[111 11 IT 11 1111 li 11 1 Irr 11111 Hall HIT 111111 HITII Hill[ Ill 11 111111 HIT 11 11 T 1111 11.11 ALI 11 A H I HHII HH11 11 111111 11 IT 11 111111 11 H 11 H 1111 H I-M"1_1 1 111111 H I 11 IT 11 1 IT 11 11 111111 11 IT 11 11 IT Ii 1 11 IIITII IIITII IIITII "IT" "IT" 1 11 HIIII 111111 11 11 11 11 [1 1 1 11 1111 il 111111 111111 Jill LLLLII 11 11ITI I_H ffll 1111M 1111 H 1111 H 11 H 1-1.1 [ill[ 111111 1111 ILA Li Il H Ll H ff 11 H I Ill 11 IT 1_11111 UL 11 If 11 11 IT 11 111111 Hill[ 11 Hll HHII U Ull Hi ——— 11 IIITII 111111 II IT II 1 11 H IT 11.U Ii, 11 H 1111 ——— IT 11 HIT 11 H TII II IT 111111 111111 U 11 U 11 IT 11 Lill U I I U Li ILA H 1-111 1111 H-H IT 111 H 1111 HIIII HHII IIH11 H1111 "HI [.11-111 HI.1 UL 7ol - H 11 H H ll ll I 1 11 1111 11 n LI II n I I 111 1111 111111 111111 11 IT 11 H 1111 U1111 11 ff 11 H I H1111 H1 II IT 11 11 IT 11 11 If I[_Mj 11 IT 11 111111 11 H 111111M 11 H 1111 H ff 11 !1 11 IT II I 11111 H H 11 H H 11 H[111 H 1111 1-1 U HA LLII-fl-L 11_flM_ffM:Hffj[_M I HH11 HHII 11 H LI 11 11 11 IT II II IT I-ITll IT"jITTII Ilf"Jil 11 IIITII 111"JIT" JIM 11 H[TII HIIII 111111 Mill HIT]IJIffli-Hull-unlit I Wil 111M 111111111111111111111111 Hff 11 HIIII H1111 11,1111, 11,1M I EX15T Ist FLOOR I I IT]]JITT I j1JUJITT-Hilmll JIM Jim 11 GRADEr I IITT_HjI I[-"JITTII 11IT41-11 GRADE EXISTING NEST ELEVATION EXISTING SOUTH ELEVATION SCALE: 114' - 1'-0' SCALE: 114- - V-0' �D z 0 0 HIT 11 HPROP HIP ROOF w/ 11 111111 11IT11 ULIIU I ASPHALT SHINGLES CDr..4 r-1 I "_H tj 11 U I 111 H tj Ili (MATCH EX15T) N H L[Lil 1111 Hill Ll Ll 11 c1r) T 1[ 111 11 IT II_ M 11 11 C311 C7, ILLLLI 11 jfWLj1 I I il ll I 111 111111 ll I 111 1 1 H Lill 1111THIIITII IIITII 111111 HIT IT jk== T iv � z wax H1jIIjIITIIjIITII HT111 IIITII 111111 111111 11 Ili 1 11 HLIII 111111 111111 111111 U Ll 11 H ff 11 111111 11 IT 11 H[T 11 1111 TIJE�—_ 1 11 IT 11 11 IT 11 H 1.111 U U 11111111 1 U]I-ILLLIL- 1111 ITII 1_111 H[111 LT11-ULT11-UL" 111T]l H I-ill 11 Ull Ull H111 IF 7 II HU Li 11 U U.1 11 IT 11 11111 ILIT 11 H[Til HU 11 H 1 11 11 11 ll 11 11 H 11114T 11 11 ITII 11 IHJ 11 H I lill 111111 Ill 11 IT 11 11 IT il_11 11 IT 11 11 IT I Lil 1111 H 0) Lo E u1jil - Lill- 11 11 11 11 11 1111 11 1111 11 1111 11 11 H H I 1 11 11 IT 11 1111 1 HLIII HHII H ULIII HLI ill-ml C4, 0,0 IUILIL H LH H 11-H 1111 111111 111111 111111 11 IIHIJIIHHIIHI 1 1111 H it 11 111111 11 6N 50)FFIT 1111111 Hl 11111 6" SOFFIT 17 Jill 11 1111 11 1111 11 lill 11 1111 11 Ill! Hill[ 111111 1 [ill IIITII IIITII 11 11 IT 11 1 .5 4 I 11 IT 11 11 IT 11 il 1111 H ff 11 H[j 11 H Ll I I[T 11 H[T 11 H Ll 11 11 IT 11 11 IT 11 11 IT 1 HH11 IT[1 11 H_ I I H 11 U IA 11 I IIIIII 1 11 H IT 11 H IT 11 H IT 11 IfIJAWIT 11 11 11 H[LAI -H U in 11 U L111 li-U-UAI-H II HHII U[Ill ULU LL]l 11 11 11 11 11 11 1 1 11 in PROP KITCHEN/DINING 00 11 HHII HH11 H11H 1111 Hll 111111 111111 11 Ll 11 H IT 11 H 11 U U-11AM[A-tjm ROOM EXTEN51ON wl NEW 0 W Ill 111111 111111 111111 11 1111 Hill IIITII HIT11 1111111 T11 1111 "ti-11 111111 111111 11 IT 11 11 T 11 IIIJ 11_H 1111 111111 11 IT 11 111111 1 H 1111 Ill H Lill SHAKE 510IN& (MATCH 1 11 IT 11 11 IT 11 111111 1 T 11 11 IT 1 111111 111111 1 IT 11 1 Hll IIHIIII Lill 11 IT 11 H IT 11 11 U II_RW H 11 H H 11 H 11 H 1111 Lill-H-flAl IIII I lill I I I jj I I 0_LLjL_LLLU 111111 11 IT 11 11 IT 11 1111 I-I-ILI II-A 1111 H Ili 11 H 11 11 IT 11 111111 11 IT 11 -HA-111-H 1111H U 11 H 1.111 H 11-11--Ml 1111 I-A Ull HLIJI Hull H LI Il- IIII HLIII LIU 11 H 11 11-H 1.111 1111 11-H IA 11 1 111111 111 .11 H I-I-II-ALLIA 11�11 JIITII IIITII IIITII IIIJI, ill ,, 11111 1 IT 11 H IT 11 1111 111ill HI HII HHII Hui I-fl H III Ill H1111 PROP BASEMENT IT,, 111111I I AM 11 IT 11 111 H H HH11 I I 11W, ENTRY H/ 51-00 1 11111 PROP Ist MA 11A I LI FLOOR rn DOORS, u GRADE_ 0 \"-RELOCATE EX15T Zn PROPANE TANK AFTER IN5TALLATION OF NEW PROP N FDN EST ELEVATION PROP SOUTH ELEVATION SCALE: 114' 1'-0' SCALE, 114' - 1'-0' IC9 inept C0PY from ZBA Fina;revie-,vad documents Z SA F;i e -_7-7 3_3 Cato: ---------- DRAWN: MH/MS SCALE: JOB#: 9/19/2022 4 0 1r SHEET NUMBER: . , A 4 REVISIONS: SITE DATA: SCTM # 1000-37-6-3.4 DESCRIPTION: TOTAL: LOT COVERAGE: PROPERTY: 12365 SQ.FT. 0.28 acres EXISTING HOUSE: 794.4 SQ.FT. 6.4% PROPOSED ADDITION: 120 SQ.FT. 1.0 EXISTING SHED: 50.0 SQ.FT. 0.4 TOTAL: 964.4 SQ.FT. 7.8% MEETS&BOUNDS BY: PECOIC SURVEYORS,P.C. SURVEY DATE: 02/26/2003 O f� W a `? W H ORC yAR D STREET [� H Q A V N N 31°1',3 011 W 8 0.0' LU O 1a \12 � W 6.- ' � o0 o Ln O Q 4 O 1214 EXISTING DRIVEWAY ` 00 M x N �101'3 6 2� 8 16 246.21' ,, ' 12 z C) 0 ROPOSED PROPOSED J1 1 bNTION CONC. ` \ WOO JETTY I ' l STOOP 00 \ �l I n � / PROPOSED \ O !� � i \ 0 ' �}, \ O 24'X20'PATI m , m ON GRADE EXISTING 1 M. M PROPOSED FRAMED HOUSE pCo • \ a 1 / 1 aso sQ.Fr.) N acO \ (� .•-� W J -yam � \ y ` RAISE 2.0'+/-NIF) \ Cb 0,18 \ I \ 3.6' 3.6' 3.4' 33.1, ry y r F PROPOSED 0.5 325.14 ' 16 Z S 31 113011 L. ' \' 1 ° EXISTING SCREENED PORCH 14\ 1 \' 16 TO BE REMOVED AND REPLACED CONC. Omt TO MATCH BUILDING WIDTH STOOP 45.0' �I 2i 4 6 `'` O e-i N 0�J 1pM O p N X O v a v LO oo 4 SITE PLAN � \ : SCALE: 1" = 20'-0' rn U M �' �o Min (GRADE) N 0 W BROWN SILTY SAND F' SM 2' W W U U BROWN FINE TO COARSE SAND SW ~ O 10' Ul) PALE BROWN FINE SAND [N-1 SP x WATER IN PALE BROWN FINE SAND SP 17' Bldg Dept copy from ZBA Final reviewed documents ZBA File# 71)-1 TEST HOLE DATA Date: / b / �,A� DATE:07/07/04 C... lay DRAWN: MH/MS SCALE: 1/4"=1'-0" A4• a- ,s e JOB#: " £ p November 29,2018 �aT 022334 � h . SHEET NUMBER: I REVISIONS: I I 20'-I" FAST1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 T1/41 N..8 OO1>sC: SPACING: LL • • .. .. 1 1/4 1 1/4 BASED ANCHOR WITH 16"OC • r ' 21n.EMBEDMENT LINGM ® '• :' SINK A-2 No.to w000-acarrH ® I , ' • © ' © ' . R • W LAV W.M. LA RASEMBEDMEN WITH 16•oc ''. •. ,, '•. • °. I FDW. W.M. 21SE ANDMENT LENGTH 1HM d1A.LAGSCREW BASED ANCHOR WITH m"oc 4• �'...--J + SH ER 21n.EMBEDMENT LENGTH SHO ER 2 2 3 1 1/2 ® ® C. SH•AHIvinvooD ' �a' ' '� �a' ' I C.O. C.O.I 3 2 1 1/4 13' SHEATHING FIF 1/1'APA RATED s"uTNIND ''' I 3 1 1/4 I C.O. F,A.I. GRADE PLYWOOD , t , (ALTCRMTIVM:7(16•D.S.B.) 1 1/2 112'APA RATED SHEATHING • J. /�^• tit //��, ,y1, GRkDE ' (ALTERNATIVIVE:7116"O.SA.) •'•' C� 4 2X4 OF • • . SLOPE 1/4 PER FOOT PITCH TO DRAIN AL FASTENER TYPE, SPRUNG: , • •• • •• • •' • tl II - B7seD ANaoa WITH 10'oc ' WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS r�—:� r � ;• r TRAP HOUSE TO APROVED PANEL SFPAN EQUAL OR SMALLER 221n EMBEDMENT LENGTH 1t« I 4"C.I. SEPTIC SYSTEM THAN 4 FEET u4r.dr.LAGSCHW BASED ANCHOR WITH 16.OC �: as: •'f : � O :�a •• 21n.EMBEDMENT LINGTM •' •• TYPICAL DOOR OPENING ' PANEL SPAN GREATER THAN 4 FEET I-2X4 L!#2 STUDS ASSEMBLIES FASTENER TYPE: SPACING: Q AND EQUAL OR SMALLER TOGETHER H STAINLESS No.S WOOD SCREW PLUMBING SCHEMATIC TOGEMlR WITH STAINLESS STEEL I� �� JL_J'�'• �� '`'• Q BASED ANCHOR WITH S"Oc ,,,,6. I THAN 6 FEET DR GALVINRED BOLTS W/WASHERS 21n.EMBEDMENT LENGTH v r--� l\ ANo Nuns®r•a^o.c. TYPICA MULTIPLE OPENINGS BASEDWODD40tlWS SCALE: NOT TO SCALE BASED ANCNO0.WRX S"OG PANEL SPAN GREATER THAN 6 FEET tin•enseoneNr LENGTN AND EQUAL OR SMALLER 2,, dr.LMS r Q BASED ANaoa wRH 16"oe I O THAN 8 FEET tin.eneeDM!R LENGTH I 1 • C-� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 6-6 r .�TTT-0"l •• • 0 AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL • ' ' FF..GG�� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ,. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ^� 1 Ft V 1 00 o I ff .. PROP 3'-6" x 7'-0" �.PG STOOP i m ,, z TW3446 NEW 60x 60 51-M O Generated by REScheck-Web Software 0 20-101 PROP KITGHEN/DININIS Compliance Cef'ifiCate 4 J 00 4 � � Q 18'-5"t 3'-3"t 7'-10"t I in � \ 0 0 m Project THORP -- ------- --- ® - - ---_-- - -------- REMOVE EXIST I • \ / -- STOOP GONG Energy Code: 2018 IECC ' fly I PROP PATIO Location: Southold, New York % % r' REMOVE EXIST\ j ISLAND - ------------------------- Type: Single-family Construction I 1 Project Type: Addition EXIST SCREENED IN y - t ;+ SCREENED R1N X/\ I \ & Climate Zone: 4 (5572 HDD) NEH Permit Date: FORGH I r !-- . EXIST. , ; i,, EXTENSION 'Cq\1 I � Permit Number: �, ,STOOP �j I � All Electric false tT :T • • ;• • ;• ., •w.,• (Trn) y� Is Renewable false • " ' of Has Charger false rT� c h+i (,1_O p - ,+ .• PROP 2XIO RR a ! PROP 2AO RR 3�-6" Has Battery: false • ,, — Has Heat Pump: false U, ,' I 16" O.G. W/R-50 16" O.G. W/ R-50 FIREPLACE A BATT INSUL _N BATT INSUL A EXIST , ' PROP Q Construction Site: Owner/Agent: Designer/Contractor: Z 'GONG 0 PATIO _ REMOVE EXIST NEW 6x6 6. 5R 120 SOUTH LANE a A WALLS d POST -r1_3a EAST MARION,NY aJ HINDOWS FOR NEW 0) q�" XIS ;:• ., NEW EXTENSION MICRO '° w;► -► `�' ' 1t a ' "_•' LAM ° �L-- 0 N ; :.' Y �� " .. Compliance; 2.6%Better Than Code.. __M - _._ _W- _ _.. .__..._. _•._ _ _ _. . _,._ _. _ _..-._ rA �� INSTALL NEW PG TOOP [—i d XIS KITCHEN O � Maximum UA: 76 Your UA: 74 Maximum SHGC; 0.40 Your SHGC: 0.29 LIVINGROOM AFTER HOME ATION The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. W ' • , '~ Ir- EXIST It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. LIVING Roots _1 (REMO Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade P P 9 •'L •'j ' '•"'':'• • ''� • •• • '• .H ' EXIST E------- assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. 41 5� KITG TEMP REMOVE t RELOCATE REF HWH I 1 EXIST PROPANE ANK AFTER L44 KO 0 INSTALLATION NEW FON Envelope Assemblies „ 1 OUTLINE of I - i' OUTLINE of a� = ABOVE LOFT ABOVE I ---- ------------------------ LOFT -------- ------- a I a a.;? ilA�l 1 t SHOVER 3,-6a SHOWER Celling:Flat Cel ling or Scissor Truss 297 30.0 0.0 0.035 0.026 10 8 N r. o ( Ul Wall:Wood Frame, 16"o,c, 396 20.0 0.0 0.059 0.060 16 17 ai u OPEN � EXIST OPEFI � I REMOVE ABOVE EXIST EXIST ABOVE EXIST uU) EXIST Door:Glass Door(over 50%OORglazing) 41 0.300 0.320 12 13 � � � o ~ BATH HATCH Q BATH OUTDOOR SHGC:0,26 . t0 FDN �- SHOMR Window:Wood Frame 76 0.300 0.320 23 24 p. o _i p ST � SHGC:0.31 -0 4 LO Floor:All-Wood joist/Truss 297 21.0 0.0 0.044 0.047 13 14 M W 00 Compliance Statement: The proposed building design described here Is consistent with the bulllding plans,specifications,and other o ,� IS G 15 GL �j ----------------- calculations submitted with the permit application.The proposed building has been designed tro meet the 2018 IECC requirements In Wp OL REScheck Version: REScheck-Web and to comply with the mandatory requirements listed In thle REScheck Inspection Checklist. U � In — — Aw— ,.�y — — �� Name-Title Signature Date d y U I Project Title:THORP Report date: 04/19/24 Data filename: INSTALL NEW Page i of 2 • STOOPE*OBIOVE EXIST EXIST EXIST) A� EX15TEXIST BEDROOM BEDROOM = HOME BEDROOM BEDROOM u JEVATION O . IN EX15T EX15T V 20'-1"1 ( 20'-1"1 rt Ct NEW BILGO EXIST FIRST FLOOR PLAN SCALE- 1140 • I'-W DRAWN: MH/MS APR Z 4 2024 SCALE: 4 JOB#: 4/19/2024 PROPOSED FIRST FLOOR PLAN SHEET NUMBER: ISCALE- 1/4' - 1'-0' REVISIONS: 20'-1" Q 20'-1"3 NEW 4"BEAM POCKET(TYP) O Xw Q -F- - --- - -- - -- -- 3'1�-- - -- - - - ------- -- I z W _._ — - -- ------------------- ---------- --- - - ----- --- -------- - Z. -- - - - z. ------ - REMOVE EXIST FT6 IN IT'S _ REMOVE EXIST FJ I REMOVE EX15T FJ ENTIRETY(NOT SHOWN) d EXIST 8"GMU +-� FDN WALL (UNDER PORCH (UNDER PORCH (MIN 3 IL NEW 8"x16"PG R/ -v ONLY)d INSTALL � I 'p %1 ONLY) d INSTALL � I I (MIN 3h"DEEF)w/(2)#4 R/B d � EX15T 8"x Ib"THK NEW 2x8 FJ® 16. NEW 2x8 FJ®16' 2x4 KEY AS REG PG FT6 O.G.w/R-21 BATT °-'�'' O.G.w/R-21 BATT Z r N A W5UL NSUL A O O. 6 W w EX15T LL q_ 021 I CRAWL SPACE w 0� REMOWE EXIST FDN WALL IN z NEW 3 Y,"LG w/GAP d ; IT'5 EN-PRETY(NOT 5HOWN)d p r z ^, w/BINSTATWMINOGOA N6,LL NEA b"PG FDN WALL NEW II /e" MIGROLAM RIDGE L SASE w/24 SO x R THK w REINFORCED w/THE NEW 2XIO RR d 16"O.G.w/ Y;'COX R-30 BATT TOP of RIDGE __ _ i PG PAD /A(3) 4 REBAR z- � WAY(TYP 5) 1 PLWD,15#FELT,235#A5PHALT INSUL - FOLLO)WIN6 ELV 13'-3"3 - -- - - SHINGLES,d ICE SHEILD r '',';t,', (U#4 HORIZONTAL R B TOP d p UNDERLAYMENT AS REG v BOTTOM N w (1)#5\VERTICAL R/B®36" ( O TOP SILL PL v O.G.(WOOKEJ INTO FT6) 32W O.C. G.T. v I (2)#4 HORIZONTAL R/B EOL ELV 10'-6"t 3 SPACED AS REG(SEE i EX15T i EXIST z RELOCATE EXIST HOT NEW Yz"6YP BIRD FJ FJ SECTION) NEW 2"CLOSED CELL SPRAY FOAM b R-15 ®WALLS d WATER HEATER AS REG p BATT I1,150L(TYP ENTIRE EXTERIOR) PROP GL65 + EXIST FJ to EX15T FJ to U KITCHEN/DINING REMAIN- e REMAIN- EXTERIOR WALL GON5TRUCTION m CONTRACTOR to I_ O j CONTRACTOR to NEW 2x4 5TUD5® 16"O.G.w/Yy GDX �! ROOM NEW%"GDX T46 Q a EXIST 8"GMU v TEMP SUPPORT A5 L; TEMP SUPPORT AS PLYWD,TYVEX VAPOR BARRIER 4 5UBFLOOR w/ PROP 15t O 1 i FDN WALL REG REG NEW CEDAR SHAKE SIDING FINISH FLOORING FLOOR b w O `n NEW 2x4 SILL PL w/5/" „'r„',','.',,',','.', ,'r.' PER MEOWNER ELV�3'-O" C/� at a3i p z a Q a R HOu",'t,',','. EXIST 8"x m iv a Q 4 f ANCHOR BOLT 032 O.G.(MIN O C Pbl'FTG z �I o THK R w 4"EMB)Fb NEW 2x8 FJ®Ib K o zp � O.G.b R-30 BATT NEW(3)2x10 Ej w v IN5UL GIRDER w/TEGO - _ _GRADE __ _ NEW 8"PG FDN WALL w/BITUMINOUS CONN (VARIES-VIE) EX15T ACGE55 COA FOLLOWING ELV REINFORCED w/THE FOLLOWIN ELV 0'-0" O HATCH i,. O. ) (i)#4 HORIZONTAL R/t TOP d BOTTOM PROP .i EX15T PROP .__ _� INSTALL NEW 4"LC w/ C� ' (I)#5 VERTICAL R/B�%36"O.G.(HOOKED BASEMENT r WELDED TOP d BASE CRAWL 5PAGE I ( BASEMENT 5PAGE I INTO FTC) r r (8'-O"CUM (3)#4 HORIZONTAL R/B EOL SPACED AS NEW 4"PG SLAB w/ PLATE d 12"x24'S0 PG n REQ 1%WWM d 1-LAYER FT6 BELOW w/(3)#4 ry NEW 4"PG SLAB NEW 3 Y2"LC w/GAP b E'VB REBAR EAGH WAY TOP of EX15T 8"x I6" w w/(1)LAYER bxb I BASE w/24"50 x 12"THK NEW 8"xI6"PG FT6 w/(2)#4 R/B d -BASEMENT SLAB GMU PIER(TYP z %WWt1 b (1) PG PAD w/(3)#4 REBAR 2x4 KEY ELV-5'8"3 2 PLACES) �- LAYER OF b MIL PV VAPOR EA WAY(TYP 5) r i `It' II BARRIER ---- C PROPOSED SECTION "A-A" NN EX15T FJ to I EX15T FJ to 5CALE: 1/4"= I'-0" c °u EXIST EXIST J REMAIN-_� REMAIN- x 1 T R to CONTRACTOR to + '- NTRAG O HO SE TO E AT _.GO B ELEV ED 2 O". FJ FJ � - - a�rn o ry z TEMP SUPPORT AS TEMP SUPPORT AS z z Q REG I REG 4 I b NEW 4"BEAM o a \ POCKET TYP c4 !7n - -- - - -- - -- -- -- . 5 1 I -- - - -- -- - PRESCRIPTIVE DESIGN PER R402. 2015 IEGC: C m FLOOR SPACE R-50 VAULTED GEILIN6 R-30 w R-VALUE R-VALUE EX157 FOUNDATION PLAN SCALE: 1/4'• 1'-0' 'v 'EXCEPTION FLOORS: R ICI FENESTRATION 035 IF FRAMING MEMBER IS 6 TOO SMALL U-FACTOR: CL a o g R-20 0.40 FRAMED WALL GLAZED FENESTRATION W R-VALUE: U-FAGTOR, BASEMENT WALL r ] (CONDITIONED SPACE) 10/15 SKYLIGHT WA �'1 -- - R-VALUE: U-FACTOR: u� ``d PROPOSED FOUNDATION PLAN ¢ SCALE: 1/4' " 1'-0' w.._✓ U T KJL�! JJJ,,,,,"'M C DRAWN: VC/MS .,77 SCALE: JOB#: Bldg Dept copy from ZBA r9t SHHEETEE1 NUMBER: Final -r -Incuments ZBA 7,3 A-1 REVISIONS: I 20'-I" i - I I, I,- _ _ I I Z _ - ^ O A PROP PATIO_ I v Q - - J i if I I � I I PROP 3'45"x T-O Q �o n 446 -- ^ L TW3 NEW 6°x b"SLOR - T G - - - 446 PROP KITCHEN/DINING O O !I o � ROOM r O O 41_0" 4_O ,._:i� _0-0 REMOVE EX15T (Y "� STOOP d GONG PROP PATIO r � L1. ISLAND (REMOVE EXI5T d EXIST SCREENED IN SCREENED IN S e fl 0 F'ORGH FOR MEW e m PORCH EXIST EX-FEN51ON �� 9S�' QQ°�0 V] a3i 5TO0 TYP � Si N Z 7 ( ) A v / ^ // o CLOSED PROP 2x10 RR®� _'�4 PROP 2x10 RR REF 3'-6 ^ Cpca �( r. ,B O.G. W/R- 0 o U�_ I6 B. Gam— - - _ - i}�-'+i n FIREPLACE ZEIX15T n lIA! 4.00 ONG 'REMC"JE EXIST NEW bx6 6e PATI07 r wALL5 d POST / T-3" _ - O O r WINC �WS FOR -` - - ROPAN NEW(5)914, r EXI5T NEW EXTENSION MIGROLAM EXI5T KITCHEN e PROP. INSTALL NEW PG STOOP OOM AFTER HOME ELEVATION LIVING R �` ;. o PWDR C0V (REMOVE EXI5T PROP KITCHEN) TEMP REMOVE If RELOCATE + O 5 EXIST PROPANE TANK AFTER — REF HWH _- INSTALLATION Or NEW FDN N $ OUTLIN - E of If _ ------ o as = LOFT ABOVE _-_-_ - M Y rgi 3 p --- o k SHOWER IF OPEN to EXI5T Pt_ _ REMOVE z w ABOVE EXIST EXI5T-- OUTDOOR fl - _- --- C.\_i5 EXI5T HATCH - O ♦ A- OUTDOOR a oo BATH to FDN r SHOWER ! F,' SHOWER m ------------------ E I5 GL LG n-A-21 0 w P — x 4'-9"± a0 n= — Y GL-- INSTALL NEW W PC STOOP U Q_ T EXI5T EXIST (REMOVE EXIST)AFTER ,W�I,.r E\✓T BEDROOM BEDROOM HOME ELEVATION 1 I U 20'-1"1 1,AV-- I NEW BILGO f � ��iA °�"""� EXIST FIRST FLOOR PLAN �} }g y "� a4°�rX� DRAWN: VC/MS SCALE: 114' 1'-0' A~ ,�' Sid. ^'" ,�-� , `�"qr"`"`r'^" ,�' SCALE: `Sid K Bldg Dept copy from ZBA �, , f ,. 70B q: �` '*� February 14th,2017 PROPOSED FIRST FLOOR PLAN Final reviewed documents ••. SHEET NUMBER: ZBA SCALE: 1/4'. 1'-0" Date File 'Id- : r �• A-2 REVISIONS. 0 F-4 1 !, J - I I L -Mt � --_ — - - - -= 1 -It l LIJ,J_ C_ I11�J111 1 LEI LJ if1 1r�,Ll. -'I.'�!JI�I� I r :11 1 _ - - - Ox 11� ^_ N !_ I. ! 1I r = ~ - � � I i J � : �rJ' L 14J� >s a II I �. Ir I J iI LL i - LL i_J__:.1 L... 1. 1 1 fur l i.. �a w L il. L p w .1.L;1 iT LI Il,i-1; •1.1 L_i' , �.l`I :!rJiJ yi.IvL i._L' I- �� L 1 I y ��71'' :'lII .L 1 I. it I it 1�JL 11.L11i I - 1_: Il'J i1 I'. JI L LL 1 1 I 11 ❑ ❑ J 1 1 j LL C J. l L J �' L!J_j ;J J I J l J L . .. 4 11i VI 11 ( T �1 I.1 1 J 1 J l 1.. L I 1 L_blll L J.t - - 'I 1,rl Il 1 1 1�r1,Ill I� 1 JI 11' o u w u I - I. -i ;D-I_:L L_.... I l..l�Zr i•..t:,1,-ilJ ..it l��_ '..L LL _._f -LI !_1 J rF : .:I J 1 .: I I 1 : _ LI:,..1 .I :._ J l._ J 1 ' l L.I p + II: I_ i Ii l ...it�L- i.. ll it l I- l„i.I,1. (,I L - 'L._L.C_ J 1! L". I _' 11,1 _J_ _1J J 1 L-:L _J L,. _llJv 1.. - —EX15T,Ist FLOOR_ 11 1, 1 uL L J -_l!-.IL,L ._i_J_1- _EXI5T Ist FLOOR_ C)1_ ._. I _ I,'. L.__ �_Li 1:I 11 L L LII 1 ,_,II� I ...I II -.'.L_J JJ li_LI LLr;.1il.__r L�-_-:-_� — r' J GRADE 6RADE N o a� z EXI5TINS EAST ELEVATION EXI57IN6 NORTH ELEVATION �+ , SCALE: 114'=1'-0r SCALE: 114' 1'-0' }--=-I N W — — — _ y 11LJ. _I r I TIC IlI .11 M ,y, ai chi, JiI 1 - _ i�I,.III.. J J 1 111- _ T 1 I i 11 L u. 1J I�LL1_ - r J- lLLj_1 ,L x b l JI�1 iI� J, 1�ILL- - -__ J _ L 1 1' -J 1 1 1 l I 1 L I 1J J J c _ _ - --_ - — - - _ �l A v q - _ LPL . L_ �J I.:LLL' L illt J_' o - - lL(r_l.t, i litl 1 L.II'JILL: l:l L. III : iL ! ry 1 - Lei i;_. 1_L 1`1lIL I L l : u l L_ Ln ila uJJ --1 LJ L�-11 LJi1'---,J_J 1. J L 1_I _ „ I y' I_. TI �Ji, ❑ ❑ - - La1 r r L 11t I l v U ❑ ❑ ` .',ll I. L I L L._{L ° R 1,1Jt l i.11`L I.,., I JLI 1J- i �.__ U I L ! 1 -;i._' ❑ L 1.l 1 _ i� JI LL L L J� owl ■ I.I. I, ■ - 1 I! �.1' _ - _ J- l:', L ❑ � 7 t I,'.i — I':I .' ':C I' 'i { 1_Ll_! _ r Jt_ 1;'' _.i-. . ✓_ !`.I :'l _ !_. I,'it ( U'Lr L __L_ I. l 1 L.Li 1__,_L L ._ '.l. 1 1 L l ri li t 1 _:I.(l _ 1`LL_laJ ! IF f I]� IL', I�r LJ1 - -1 ,I-,_JL_ I_L i uu li._LI. _JL_ L-.1_ 11 1 _L,.;:J.Y _ _L'!J1. 1.1-_ ... I � L:.___11 l.. _.,. _ l'_I-_1-I,.,_'1 LJ_ 1_ J_.J 1. _i. t , ,,;-,L'Jl - L(G.', I ''. _.!,.L;" L _l,lr1L�._ ,..J_ :. _il LL�1i!J_1 to `i. LI,•.l,l., _'_L -LI;_i_ w _i..J.: L.1J; JL.. _ .i_J L J.l:L ,L__.,-u li-ll... .. .__1a _.I-I L_.L _ ;_: 1J_�.:1 1 L_LL" _ _ .- PRtOP Ist_ _I.!..1,.L-111.11!I.1J.L I,!.1:_, ! L: ::..,L L C_:.1J '.I:, ,: J,L.._ -t:11 I - - .- PROP Ist_ E 11. i .1 -,-1-11 .i ,1l.L,J.. __ -'1 J.. ;1 J1_1 L I_ _l! ___L 1 1:1,-_L. LJ i_ G'OR 1:_ -I :_.L.i! J J. FLOOR U L L 1_ l L_Ll.l.l... i it 1-I .: � I -LLi,_,! F`L O PROP BA5EMENT Q n ENTRY w/BILGO m ry 61RADE DOOR5 GRADE PROP 5TOOP u�u N (REMOVE EXIST) ^ I--� h� 3 PROP EAST ELEVATION m PROP NORTH ELEVATION —_ x SCALE: 114'=1'-0' SCALE: 114'=I'-0' U � � ��`'•,Y�'"'�" ,p� DRAWN: VC/MS � ��'€sr`at, ,a4..._•., fi SCALE: #: Bldg DePt COPY from ZBA ,; , +, ,_ October 9th,2017 Final reviewed d��Cuments � ,�,, SHEET NUMBER: ZBA Fiie# 7�y0J" ;,� r Date: ►�� as �.-... A-3 1 REVISIONS: H .1c a !I T -- _ L �L V1 iL _ _ — ---� � -== -..--- — ... _ _•--_- -- � — J I� ,i.�L'.,IL�JJ.D�i .L,I.I ,._,. •1J I--1 1 ]' u I.I .,Lf i ,L J �w _ --- Ow 11'I -I ! I ! Q F l I, J l_..i _I Ji:J y .l�, :1_l 1-1 Li 1.-_i �� Lr -Ll u� J t7 Lll 1_ 1 L t 1 -_ L .L J.LI 1 O Tl-, i- - 1r- ,a 1 LJ ri..u_ l ry J _1J_ 1 --L., J,��`_ _. .IL `' L:� Lt— 1. J -11 1 II 14 i J L_, 1,-,, 1 1 ,, L J t ' ! L LLL__��El ® ® li I .I J ! ~.� h•,:� I '.L I .I � L:. I J I�! 1 u1iL 1 1. I. 1-1 I _ L J. ' ` r il 1LI IJ. L� _ C4 11-1 -t� �l I, jh 1, lL ,., I.. h a I : lJ_JI1 I L ,�'_41.L 1. Jlr� l�Jl i_.,I I i_i1._ :II,!1'.. ' 01 _:: �_1 _l 11 ! 'I,"1 -- LLi1Ll_ II J• 7,J1JJ:Il L _LII r «:'i.> 1 illy_;-.aL"uJ J.L. __L1 , I' o 11 L - ;L .I u,i _lam�'JJ lL-L1 _. -:il ,11! I 1 L[I ;__ . L J.-1. ll iil,. 1 .,__ l_ LC; 1_.;_l 1, L.l .J l 1 _ L l_ l I_1Ll L" 111 �1�_L 11 fl 1L Q� !'-I LL -llt_._ ._u ll,: 4 1 J �L: EXIST Ist FLOOR 1! ! _. EXIST Ist FLOOR C� _Li 1-_•.l I:__t ,1 -: 1.-_ : JJ !L_J 1' Ll 1.-1 - L 1_L_,. L 111L1 - 1:1- L__ __ L -' - - l-_�.) .._ �._.. - _ �- J--, j"ty x GRADE GRADE p EXISTING WEST ELEVATION EXISTING SOUTH ELEVATION o SCALE: 1/4"= 1'-0' SCALE: 1/4' 1'-0' L� W r _ = 1,111L1L1 o - _ lI uL 1' III 'ILL, wo .l J-, ! I _L� ''!i 1 PROP HIP ROOF H/ _ Ij I1 - - V -lLll� _:_1111 '— L _ (MATCH EXIST) ASPHALT GLES O a L1L J1t1L I . J �Lll I Ll-I: J a c a 1 l J f IL.L _L I� LI-: .1.,11 l J 1-.1�l;1 1 "L 1 ' "1 1 ,1- L..i I i-L�ll-Ll a 1 Jll it L ° U n l 6"SOFFIT 6"SOFFIT !1J, Li..� :1.111 m v 1 _ i l - l - l! II Jt l:l JJ J f - T_ iL � � L 1w3 r. Ll 1II .� -J - I I 1 J L I I_-. J L J 1 1 1I, y; j PROP KITCHEN/DINING J._. - �I l,_; .L: -I-:L. L i.:,11 .I ,1 _ i 1' _L L-1 i,i_! m ROOM EXTENSION w/NEW 1:1�I L, i 11. ,I liJi._-, o f J _I,__ J__i 1 L L 1:1ll I U'l J ., ., ...i 1 -1 L �LI-.J_';,1��11)I! 1!I'1.1� Ll-J,!.. .. _.1 J J.iJ SHAKE SIDING(MATCH LJJI 7 1 .1�, il 11�1- -1 i 1J1_LI Lt 1 1 L EXIST) i11! IY, 1_1I1 ' il.'_.lJtV J' i llll'L`Idl', �' � L1i :1.1. 1:1,-I:I.L.(LLI�LJlI L �L1JJaJ11a1 Llul' '• J 1J1.` 1.,_ 1'; L l 1.LLL 1 I _J I,1' !I:' 1_ 1, Ll -i,L.- 1;_I l-ll_ 1LL i' '1 "JL11 L' PROP Ist r PROP BA5EMENT l It _J-1 L I' 1 !I II I L.I 1, :L.,I,' II ; .l J. L;i!-1._1_ 1 1 . l,.11 1. L �L ! LL.1 -i L _1 11-� Il Ll - - - FLOOR �I/ ENTRY w/EILGO DOORS U m GRADE RELOCATE EX15T �uu PROPANE TANK AFTER INSTALLATION OF NEW u PROP WEST ELEVATION FDN PROP SOUTH ELEVATION Wm SCALE: I/4" I'-0" SCALE: I/4'= I'-0' r 1 U) v DRAWN: VC/MS SCALE: JOB N: Bldg Dept copy from ZBA February 14th,2017 Final reviewed(iuments SHEET NUMBER: ZBA File# /oc 10 Date:/Z/ A g A-4 U 127- w .o, �Q � 47.4¢; �Pn�d Lin,- S7.2e' �42d 1794 �o oo lree ular Cvrvr OCT 2 7 Cca4, • �/. /fir' \\\3 l More P ANNINGBOARD Ljh p4,3�� AP- �!J L1 1 � •: f IL oil Mkq,� ;:..»DuDAA ff o� 3�Ss �n ,, rR�- !;Huth J.on� , ��'' �• �.•. 3h. ..._.. . 0 Pf-R T\r Ik Co. 0 RD (y 1 44 Cnn'V.PYlJ) 2b25n�' f14 of v 1 o f 44 - frl S, M 7ep Gf � ''••^:avr:ds, �"t� dlN�x2S,__t3 ..--` ..."`^•�,• r r_ .r• Mon r •":... �•-•�---•"-•---••-=-:=: :a• I N. GE1D-EMAN 1 t_=. Mgl.7/on, L. Z. Fl jPd NEW RK y ��. State_Llc. t.ar S -.... '- N., urveyor." .- 5, ,zae¢o Date 6�is�94 RPVISIOA/j .5 r da 'g. C/ n• �.� APA-A ;A" (Me,, sr•cJ Lot; '. r�4 REVISIONS: �IRRE6ULAR CURVE NEW l g4J 3o s BILCO 0 gym °A k1 NEW PC C/1 STOOP z 0 s 0 / '`�. EXIST O DRIVEWAY \ S A• O •- / p RESIDENCE \ NPROP 120 SF � �� 5 EXTEN510M STOOP EXF 1�5MTE — \' PROP 4�55 SF PAVER PATIO O 51D N 85°32.24'E\ 3355, EXI5T O \ DRIVEWAY \ \ m 8.3. @a FRAME 4 \ \ t '. pry. •- o �'� Fj f aK RESIDENCE \ \ '• S '9 LOT CALG5GALGs EXI5TIN6 PROP05ED NOTES � •'` \ E LOT AREA PARCEL'A': 13,5165 5F 13,9b5 5F O LOT AREA PARCEL"B': 12,240 5F 12,240 5F PARCEL o TOTAL: 2b205 5F 26205 5F BLDG FOOTPRINT PARCEL'A': 1,410 5F 1,410 5F NO WORK T14I5 AREA �j0 BEACH BLD6 FOOTPRINT PARCEL"B': 180 5F q00 5F REAR ADDITION \ C'RA9 I PATIO PARCEL'B': NO SF 455 5F PATIO RECON57PXITCN OTHER SHED PARCEL'B VE6ETATAION". 50 5F 50 5F NO GHAN5E PARCEL o li u5 OUTDOOR SHON✓ER PARCEL'B', 30 5F 0 SF REMOVE 51 IOl ER \ \ ��70 TOTAL FOOTPRINT PARCEL"A": 1,410 5F 1,410 5F NO WORK THI5 AREABEACH TOTAL FOOTPRINT PARCEL"B": 1030 5F 2,415 5F ` 6RA55 I \• c!� OTHER 1 ETa TOTAL LOT WV PARCEL'A': 10% 19.1% NO WORK THIS AREA VE6ETATAIONL— TOTAL LOT COV PARCEL'B": B.4% 193% \ /^J* rT, TOTAL LOT COV BOTH PARCELS: 93% 145 17. v PROPOSEV SITE PLAN SCALE: I'•20-0' � sic K r a DRAWN: VCIMS { SCALE: 46 N JOB#: M June 20th,2018 SHEET NUMBER: S-1 REVISIONS: — — — — — — — — — — — z 201-1*1 NEW 1BEAM0 POCKET(TYP) — — — — — — — — — — — ----------------------- < z --------- ------------------------------- ------------------------------- - --------- ----- --- ------------------------- -------REMOVE-EX15T-FJ---- REMOVE EXIST FT6 IN IT's REMOVE MST FJ EXIST ENTIRETY(NOT 54OW t r 1. .. 'H NNOM PORCH WNPEP PORCH INSTALL NEA 5*xlb"Pr,FT5 FON WALL I ONLY)t INSTALL cj ONLY)4 INSTALL (M14 36'DE-EP)W/(2)#4 R/B 4 EX15T b*x lb'W ANEW 2xb FJ @ 16' NEW—2xb FJ 6 V b- 2x4 KEY AS REQ PC FT6 O.G.N/R-21 BATT O.G.w/R-21 BATT T-7 Z.A IN91 MaL z LL Lu EXIST LUX U- CRAWL SPACE REMOVE EXIST FDN WALL IN NEW 3-Y2"LL Kt CAP it x-o a IT's ENTIRETY NOT SHOW i NEW If-Y&' BASE w/24"50 x 12"THK LU INSTALL NEW W PGFON WALL MICROLAM PC,PAD wl(3)#4 RE13AR W 5MMINOU5 COATING, NEW 2AC)RR 49 lb'O.C.wl 35'CDX R106E ) , REINFOPGED wl THE R-30 BATT EA WAY(TYP 5 1 . PLkV,15#FELT,235*ASPHALT TOP of RIDGE I ..j FOLLOWING: Iw-tL ELV 0)#4 HORIZONTAL R/E3 TOP 4 SHINGLES,4 ICE-5HEILp LU BOTTOM UNDERLAYtIENT AS REQ #5 VERTICAL R/5 @ 56' O.G.(HOOKED INTO FT6) NEW 2X4 C.T.a TOP SILL Pl- 32'O.G. ELV 10'-b*t (2)#4 HORIZONTAL R/B EOL SPACED AS REQ(SEE EXIST EX15T RELOCATE EX15T HOT 7 5ECTIOW NEW V 6YP EIRD FJ FJ WATER HEATER AS REQ NEW 2*C4-05W CELL SPRAY FOAM 4 R-15 PQA-LS 4 BATT INaL(TYP ENTIRE EXTERIOR) EXIST FJ to EX15T FJ to PROP CL6S r-l- U REMAIN- t - I REMAIN- EXTMIOR WALL CON57RIXTION: KITCHENVDININ6 CONTRACTOR ; ' CONTRACTOR ui in EXIST e$'CHJ to .0 TOR to NEW 2x4 STU:)5 a lb"OL.w1YVC,0X ROOM Tle TEMP SUF 0 REQ REQ PROP ISE NEW CEDAR SHAKE 51PIN69 FINISH FLOG FLOOR 'PORT AS LU TEMP SUPPORT AS PLYHP,TYVEX VAPOR BARRIER 4 PER HOMEOWNER A\ -E-LV T3'-6;- FVN WALL 5MFLOOR W/ 79 ir EX15T b'x NEW 2x4 SILL PIL wl w ANCHOR BOLT 0 32'O.G.(MIN Fb <ai _X 4'EMS) S�- 00 PC FT6 NEW 2xb FJ 0 16 rz 2 8 i OL.I R-5 NEW(3)2XIO 0 0 LU rn 1145LL 61RDER wl TEW !' EXIST AUGE55 NEW 5'PC FON WALL w/BITI)MINaI5 CONN (VARIES-VIF) HATCH COATIN6,REINFORCED wl THE FOLLOWING: EX15T PROP (1)t14 HORIZONTAL PA3 TOP 4 BOTTOM PROP ELV 0' CRAM 5PACE #5 VERTICAL R/B 0 36'Or..040OKFD cf� DASEMENT W 4'Lr,W PROP 5PACE INTO FT6) HELPED TOP 4 BASE .j 1145TALL NE NEW 4-PC, PLATE 4 12'x24�50 PC (3)#4 HORIZONTAL R/13 EOL SPACED AS 60 SLAB REG 1-LAYER (3)#4 NEW 4*PC 5LA13 NEW 3-Y2'LC H/CAP i PVE3 REBAR EACH WAY TOP of NEW b"xl6*PC FT6 w/(2)#4 R/B I SLAB EXIST x lb* W/0)LAYER 6xb BASE w/,24---,G X 12-THK '(0 4 FT6 BELOW KI T LAYER OF 6 MIL ELV-5'-D"t cm PIER(TYP 10/10 PC PAD wl(3)04 REBAR 2x4KEY 2 PLACES) PV VAPOR EA WAY(TYP5) BARRIER PROPOSED SECTION "A—A" MST FJ to EX15T ri to EX15T I EX15T REMAIN REMAIN- SCALE: 1/4'-I'-& eq FJ FJ CONTRACTOR to CONTRACTOR to HOUSE TO BE ELEVATED+2'-0". f- TEW SUPPORT AS TEMP SUPPORT AS 0 'M REQ I REQ 4 c; ti NEW 4*BEAM "o POCKET(TYP) Id 12 :a te — — — — — — — — — — — — - - 'T — — — — — — PRE50RIPTIVE VE516N PER R402.2015 1ECO: FLOOR SPACE R-30 VAULTED CEILING R-30 R-VALUE R-VALUE EXIST FOUNDATION PLAN 1 4-- * SCALE 114'-1'-0' EXCEPTION FLOORS: IF FRAMING MEMBER 15 R-Iq FENESTRATION 035 TOO SMALL U-FACTOR: o FRAMED HALL GLAZED FENESTRATION R-VALUE: R-20 U-FACTOR; 0.40 BASEMENT WALL 5KYLI6HT (CONDITIONED 5PAC-E) U-FACTOR: :EA T R-VALUE: PROPOSED FOUNDATION PLAN SCALE:: 114'-1'-& ek If DRAWN: VC/MS SCALE: JOB#: October 9th,2017 SHEETNUMB 0 all, -'a- F A-1 j REVISIONS: I 1 --PRO PP AT10--_---:ti—; ►•--� X C? �95 �_ \ PROP 3'-b"x 1'-0• ---�:�J \ Q PG STOOP \ T{Ci446 NEW box 66 SLOR -T J \ 20'-I°± — PROP KITGHEN/DIN$ �/� \ o \ ROOM \ x•D 00 _- _ -- - -- �W- ------- REMOVE EXIST -------- Aa 'm- -=_=________fl -- -- STOOP d GONG -- ------ - - li PROP __,r PATIO REMOVE EX15T\ ISLAND i» O O -- --------------------_-- U EXIST SCREENED IN PORCH FOR � ��e �� -- I NEw �{ PORCH /EXIST EXTENSION `� cT v STOOP/ TOOP •I (TYP) `P do\ � z l - g PROP 2x10 RR® \J PROP 2x10 RR 0, REF 3�� Q UP I Ib"O.G.w/R-30 d p �16.O.G.wV R-30 V] FIREPLACE A i BATT INSJL O v Fy BATT INJJL A l zr,� f _ 0IST -----------_ —_: — W-:.00NG — REMOVE EXIST —NEW bxb �0011 A PATIO '_ WALLS d POST T�• - —- NNMENON5I NEW�)y EW E "uY z EXIST MIGROLAM L EXIST KITCHENINSTALL NEW PG�TooP LIVING ROOM [1,01 _ EX;5' RAFT1 R t1or�ELEVAnoN i C�i^i� - (REMOVE EXIST - -- PROP KIT ------ TEMP REMOVE d�RELOGATE REF NWH — — — — —�- KD EXIST PROPANE TANK AFTER o O I I Wro � INSTALLATION OF NEW FDN OUTLINE of OJ"_I\_c 't- ! cn o r-- - �---- -------------------- v LOFT ABOVE _✓-, A30VE m 36' i 3b' - m E SHWE OR OPEN to EXIST _ _ REMOVE CUTPOOR ABOVE EXIST EXIST ;� —_ =X;ST i EXIST R ez, w y E BATH Fry sl IowER a AT�I z �� R,?A\ 5HO;,ERIi d c p tfi I r E)IS LG CL � y INSTALL NEW PG STOOP EXI5T EXI5T EXIST AFTER =x S` =X'5T W BEDROOM BEDROOM - HOME J�JJy ��J�✓J� ��1 ELEVATION X X 20'-I"± NEW BILGO i. K h EXIST FIRST FLOOR PLAN DRAWN: VC/MS _ ( f SCALE: 1/4' I-0"' ------------- 233Qys 40, SCALE: JOB#: • February 14114 2017 T PROPOSED FIRST FLOOR PLAN � ��' SHEEI NUMBER: SCALE= 1/4'•I'-te - - —- k I A-2 REVISIONS: PEE a. A Li _ r _ I .I' •' I -� ryW ' � NOW A _EX11T IstFLQOR_ i _..—EXIST Ist FLOOR_ C - 6RArJE �qpE .CA z EXISTING EAST ELEVATION mEXISTING NORTH ELEVATION SCALE: V4'.1'-0' o-----_--. ' SCALE: v4'•M-o' 0 0 gill I i I 1 1 Off' ®:8 ILM w ' J y _ •i I� fV � ,G ', 1• 'If I i I -i-^i ® ® i:• ( , I;i._L�__—_ I I I ,I OO u .O , I_____• fV G2 Ol I: I77- a � _ � I'i � - _ T'I IIj-I I � ;i II I I I r• '! 11I PROP Ist n 'I' ;I I. _ .t 11•' •.I�I•I 4�1 ',' 'i ;,, - - -- — FLOOR- —�cI ' •'! ' I' I - .—.._.._�_ H 15t r 1 V Q PROP BASEMENT r, iv ORADE m ENTRY w/BIL6�0 m w DOORS 6RADE PROP STOOP (REMOVE JOIST) N PROP EAST ELEVATION PROP NORTH ELEVATION SCALE: 1/4'-1'-0' SCALE, 114'.1'-0' U � p �y "' Jt DRAWN: VCIMS ¢ tJt SCALE: c r4 JOB#: October M,2017 SHEET NUMBER: A-3 Bp,r 5c)(.Po 1 - Road cn AMENDMENT z z 0 .......... m 11-1.1 F-11-1 Tfl Tin = = M I FT-n F-Tfl �D zw EXISTING DOOR AND STOOP REMOVED EAST ELEVATION SCALE: 1/4" = 1'-0" � 12 CZ u �5 - ��t (u U rl� m - 1.0 -- 00 Emil u P40 (n ® ® H rn DOOR AND STOOP 0 MOVED T-1 OUTDOOR SHOWER AND E ski vt DRAWN: E: a vs WEST ELEVATION SC JOB AL#: SCALE: 1/4" = 1'-0" 8/19/2025 SHEET NUMBER-- OF' PATIO TIMBERTECH DECKING z O r------------------- ~ ------------------- d v oo d v• co _ d v. co I I • c• d pad • ' p. - d '___D __ _a-'_a____ vd___ STOOP CHANGED , � •, I I ' ' __________________ _ IIII D I I I IIII I .� I D1 Iltl I I 2X8 F!016"OC q toll a TO WOOD FRAME I 11/1 a 1 d I IIII 1 DECKING I i IIII I I 1 I Aile 1 , 4 I , I Nlln 1 I pill 1 I IIII 1 I I IIII I I I I 1 1 1 1 1 I re I 1 I I I W IIII I I p[ O I I IIII i 1 V II11 I ' 1 � ••• � N of,IIII I • I dlld 1 D • X loll I • • I O• IpllZoo I 1 I 1 1 I I j Ion I ♦4 e 'c 2X8 Fl 16"OC ' o mull a, fill Y z IIII 1 I 1 _ KITCHEN DINING I lei •• WALLS CHANGED 4; b' ; ' ' d' TO 2X6 i IIII •_ Q � 4 � --/M f-- 1 I I - ' I Ill ' •D • I • I , I Ill ' ' � y; ' D • I 111, I I � a• � nn i °a i � � Q 1 •• I IIII ✓' 1 I IIII IIII O 'ao i nn ' per• ' D , Illl EX.FJ IIII �.i� z I I 1 I • i A 111 ' ' �"Y .� f Ill HANGER y ._ n„11 _ •tea M® 1 n1 ® , 1 fill 1 •• En Ate, .. 3-1 1-7J8 L V L 3-118 L - :01 + i i O � - - — - — N 6X6 POST a EXIST G NOT ADDED I h DO R MO D IIII 1 I x IIII WAL QVFD ' 'CY III, I I 1 v 1 m nn ' ,•v ' STOOP CHANGED b fill a T WOOD F AME "" Cliff Q CH , 4 , doll t-4 Z uAn (V N ' D•• ' 1 ell 1 ' •� ' CM7 �' O 4' EX.FJ 0 ooR •d loll r .. EX. LIVING ROOM o R '9 o' 0 v '§D l♦f�j •w b , I , IIII I . I � � R� ++ ...•yy U Q 111 I •D 00 v OUTDOOR SHOWER AND LP TANK MOVEDit S] EXISTING STOOP i • i i i ii n y .� AND STEPS REMOVED ; _ u , +� EXISTING --Ill ' �. cz DOOR N v E ?vv ` OVED w 1,n 1 i u7 w 4 •�, LP i I IIII • ' �, TANK V I l l o . , s I �YY1q i • �• I I I M IIII ' Q� I IIII V 1 � • 1 IIn , I I IIII •� ' �^ ' `----------- ------ --- -ZJI11-- I 4 Ion -------------------'-- I vQ .v . °4 i .v '. v°G v •v i I V .!� A o p • .0 9 D , j---- --------- --------------------------------- 1 a � • D I 1 • I 4 'a EX. BEDROOM EX. BEDROOM - 1 q U Noe a. W 1 , IF 1 . 4 I D I I ' I I • 1 b .D I • , ' *TA cb I-------------------- , , IST. FLOOR PLAN FOUNDATION PLAN .SCALE: �. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" JOB. ,� :V ;zx�� 8r19/2025 SHEET NUMBER: A-2 APPROVED AS NOTED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES DATE B.P# S�D Q AS IRED AND CONDITIONS 0- FEE 7r SO BY J�U - 3 SQU�HOLD :'�dZ�'"� SOM 74,J W.' ZIG E01M NOTIFY BUILDING DEPARTMENT AT �� SOUtHOLDm"I 'JSTEES 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED SOmo " FOR POURED CONCRETE '2 -� SCHD I -ID-21 ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST PLUMBER CERTIFICATION BE COMPLETE FOR C.O. ON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL MEET THE CERTIFICATE OF OCCUPANCY REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WATER OR CONSTRUCTION ERRORS SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. ELECTRICAL INSPECTION REQUIRED PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING TRU:Ia I"I.ACA6'.D".3 REQUIRED Blower door and ductV70eic DO NOT PROCEED WITH testing required. FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS EEEN APPROVED. Must provide Manuals .v row I do CVbri---) pYo�cc.-11•orb POReb D,J and S as per per 2a2o � ,e5,. Coca. &� hy5 -5ec . R-301 .? 1. 2 NYS Energy Code re 0i r-col V'-en4i 1cif ion i n kafh rxm,5 -55c- �- ) 505. �Y 20� �S,Cod¢ 4 N y a()d ra I IS Ord 3 UCH Vd-S • RETAIN STORM WATER RUNOFF 3 ll E �3 J 2 PURSUANT TO CHAPTER 236 �3e ZD20s .Code �y°� �eC #' OF THE TOWN CODE REVISIONS: SITE DATA: SCTM # 11000-37-6-3.4 OLD ORCHARD ROAD DESCRIPTION: TOTAL: LOT COVERAGE: JOANNEANDB a�u�DECHANCE 0LD IORCHARD ROAD PROPERTY: 12365 SQ. FT. 0.28 acres 2555 OLD ORCHARD RD.,E.MARION SCTM 1000-037.06.006.001 PUBLIC WATER EXISTING HOUSE: 794.4 SQ. FT. 6.4 % N/OlELLEN BRENNER7 TRUST PART C PROPOSED ADDITION: 120 SQ. FT. 1.0 % 2415 OLD ORCHARD RD.,E.MARION N/O/F SCTM 1000-037.06.004 LESLIE AND ROGER J.WAL2 PUBLIC WATER 2505 OLD ORCHARD RD.,E.MARION Fr SCTM 1000-037.06.005.001 PUBLIC WATER LO+ N/O/F EXISTING SHED: 50.0 SQ. FT. 0.4 O FROSCH LEWIS,LLC 2255 OLD ORCHARD RD.,E.MARION C SCTM 1000-037.03-002.001 2 PUBLIC WATER N 31.01'30"W SOZ. Z TOTAL: 964.4 SQ. FT. 7.8 % r^ ARGY AND MN CHAEL MANTIKAS ^+A 4 ,J FinI 80 SOUTH LANE,E.MARION W SCT 03.005 S.o MEETS & BOUNDS BY: PECOIC SURVEYORS, P.C. SURVEY DATE: 02/26/2003 .�•,�,. N 31.01'30"W 246.21' N/O/F CINTHIA AND JOHN THORP hb �i 120 SOUTH LANE,E.MARION i e S 1000-037 06 00 ' ^SCTM - - 3.004 PUBLIC WATER ^^ 1 .••• -.. -:_`__�_...—.___ ` S 31*01,30,E - 325.14' —V •• Al/O/F N/O/F FROSCH LEWIS,LLLC FROSCH LEWIS,LLC 145 SYLVAN DR.,E.MARION 680 SYLVAN DR.,E.MARION el. 13.8' Z SCTM 1000.037.03-F024 SCTM 1000-037-03-023 PUBLIC WATER UNDEVELOPED O N/O/F PAULA THORP BROWN SILTY SAND Q 180 SOUTH LANE,E.MARION SCTM 1000-037-06-001.001 SM PUBLIC WATER 2' SYLVAN DRIVE BROWN FINE TO COARSE SAND O SW N/O/F JANET THORP 10, _ 230 SOUTH LANE,E.MARION SCTM 1000.037-06.015 w PUBLIC WATER C/) 0 PALE BROWN FINE SAND a W N/O/F EDWARD AND RACHEL FLANNIGAN SP SOUTH LANE,E.MARION F4 SCTM 1000.037.06.004 C O UNDEVELOPED 14.2' N r Q W GARDIN ERS BAY ESTATES WATER IN PALE BROWN FINE SAND SILED IN THE SUFFOLK COUNTY CLEARKS OFFICE SP ON SEPTEMBER 23, 1927 AS MAP No. 275 0 10 °RC ./17.0' h ARD ROgD O Cn N O TEST HOLE DATA o M DATE: 07/07/04 o CU 04 U *'' Cu �r 'C' v' N vEv N 31*01'30"W 80.0' F" \ TRAFFIC BEAR dl- RLOVERS AS REO � roW,PER CHDS r Ildl..rdxp EXISTINGSTfONEDRIVEWAY rm.,ra..p ' I'k.11(ALTERRASEEUUIRED) TOBINSTAL lyDoT1 O pEy�p DW ex' \ , '` TO PIER CHDS` LA M B'xe O "p �� _ / ♦ / CURBw1To O'dI./'Y' , Z C HI 44NZ,,, 13 11 IS INSTALLE IN. \ \ \ \ \ \ O �,, ' f O rEwp: \ 0 1Z131401'30"W b\ \ B 1` 246.21' 't \ `I."EI�oPosEo PPONIP SED O 5001.1TENK •"os.. Ix Q1 O ADD(`N 1 CCESSPOOL VER PEfCHOiSTANDARDS WM® \¢ TO BE REMOVER PER _MI �/ f \ WOOD JETTY \ t I WOO STEPS CLQ�' T 57' Z pv �� \ \ 1 10( � t I co_ �`alc i \eHi. e � n7 F„1 2 \ 16 ; paoPosED a � I 4A2G PATON IO ' CDefix �F \ / 1 i. \, x' (480 O.FT.) EXISTING 1 STY. \ I / `L E FRAMED HOUSE M EXI9�IhG WATE0.LINE \ I r •Q TO BTO[RT MS AND y \ Q ; RFQ RAIfE 2.0'4/NIT) BILGO \OImr,H"D 41N.ILA fEPERATION LO \ \ I t I . min.4.S' �'�L'R/(•FR\NEW SEPTIC=PA) vERfCHDf \ ' \ S.4' f.4' SA' I 0 ` \ PROPOSED/ 0.5' IB \ rt 31°01'30"E ' I 10 EXISTINGCREENEDPORCH 325.14' 14 UP IS To MATCH D AND REPLACED BUILDING UILDING WIDTH STOOP \ 1 � t 45.0' \ f 4 e \ t Y a SITE PLAN {p� �� CL�� _.: L� L'- 1 1 u •;' E,;��f�M�j +E 1 SCALE: 1" = 201-011 ® ' �.� f I!„ ¢ DRAWN MH/MS SCALE: F I_ — tJ "'`(( JOB#: 1/10/2024 SHEET NUMBER: S-1 REVISIONS: OZp OR Rpgo 1n I I w W 1 1 N] r3 n W w "s PROVIDE TRAFFIC BEARING FRAME w w H7 AND COVER IN TRAFFIC AREAS AS rr ......e■ w REQUIRED(VIF) w "� REQUIRED COVER «• ». y ------------------------•--•--•----•--•--•--•------! AT GRADE sr ~ vim i�• a i "" FINISHED GRADE 112 as .. �• ."� sr i - -Q_ - - - --�- -- ! END PLUG/STOPPER 6# iaeEq ADDITIONAL CLEANOUT TO �"10 w i d 1' Baas' d 1 d i '�� ! BE PROVIDED AT INTERIOR s , •t- 61 nZ6 1 mom "°' '�' SEWER PIPE '•'•4 ! OF HOUSE AS REQUIRED. no ----------- I t nwaa•rrw w I (NO HOUSE TRAP) m °"" 30 deg.ELBOW �A w J6 Mr 91 a�l'L � � '•' I j N see so ){ j R� 60 deg.WYE 114 sa peal j w i G--FLOW 4"DIA SDR 35 PIPE 1/47 LF PITCH \ 4"CAST IRON PIPING TO p_ w i WOLWACM"G S#LCil ms 6Gmr1116rr10116�7E01 ANYM MO M101r0106 re ► tir _-_--s r-- w i al ra sc waam te°rw #ag \ EOUNDATI ONI WALL O rl ad119J.r �s 1x ! wwmwtr rise 6 rt u uaatn moutran arr al tratr ion r. t d Ill I to M 0. tepgrt f61Vi all can LUG ust:te�eA mBUCiaR Ky. ; 1R Ix mrel tltmr u6 ll NU 16 A SM UM MM IN ' j 113 1 sM0 LM terxlml IItLI#11113 rILL6 NVIG in ; 133 171 '•--•--•--•--•--•--•-----•--•-----•--•--•--•--•--•--•--•--•--•------J qt 175 I`--q -- -- --- r-- ,' TYPICAL CLEAN OUT DETAIL —�•:��::��• NTs N 31°01'30" W � � 80.0' 1 Cb 44 (w.� MIN. 1059267 CONTROL PANEL M TRAFFIC BEARIN� COVERS AS REQ. EP ,s 5'I% Old, N LJJ LOCKING HDPE COVER �� LP` \` PER SCHDS I "!a,6'deep TO GRADE �T' EXISTING STONE DRIVEWAY B'dia,6'deep iNSSF GRADE ' O 1 (ALTER AS REQUIRED) 150 SF , �• �\ 00 'rV�1°um Chamber CHAMBER vo 20"POLYLOK �. O �� EXPANSION POOL 8 sAnaer'obtcP�iltration Cb"mbar 2 8 DISTRIBUTION BOX �� / \ / ` MiN. . /'�• AambicCmGct Filu+tiool3amber 127 f -FROM SEPTIC °11 �'E�O DW r DW 20 `-�' i� TO BE INSTALLI� ° O reorr Storage00 Cbmba 63 _ 274—'- - — S�Z 1 8'Xss A 8�X8, `+'1 �11' PER SCHDS 6 p �,nrruna DisinfectlenChembec 4 TO LEACHING POOLS 1 Q� Toul Volume 749 b � ` PROVIDE SPEED LEVELER — ` ._ �7a "diaz�� 2' :X B --SPECIFICATIONS Sl , ,C_�.,� .�,!A Amax PPIPE Fil Rate 3294 ON EACH OUTLET - 3/PVC/PP/PB Fil Rete 16°4 b<5?I1(7 �� g6` `Aerobic Me& PP/PE Fil• Rate s7% 12"THICK UNDERDRAIN C.Y� CP_.� 3 IOLP `Blower 2.a arm FILTER MATERIAL TYPE 1 . - 8'dia,6'deep® „a',� Taak FRP 150 SF' P' PVCIMPF DISTRIBUTION BOX --AxeeaCoven Plastic/Cut Iron � 0gaL.CEN 5 12 PROPOSED�OPOSED PTIC TANK Diainfachnt tiooel Chlorine Tablets / ' ADD T�N STOOP ST / ` EXISTING CESSPOOL saenrtnwnoereme twmta .� MAmII7rN� n0WMWqMCM. e,aaatmratxffim#°, B PLAN VIIEW i � R, /fib TO BE REMOVER PER auawl8 SCHDS STANDARDS WM G TE T 57 trtaaemas sr>a�mrE u•wa+aol.e crr�rroato�I i Co � F• / \ HO E t rom�o rrre ELECTRIC ONE LINE DIAGRAM ,,�, (NOT TO SCALE) _ EL' '8 PROPOSED ' �•4 10 120 VOLT,1W SERVICE TO NEW 20amp, 4'X20'PATIO I CONTROL '� FUJI CONTROL PANEL 1 POLE BREAKER UTILITY ' Box ON GRADE s EXISTING 1 STY. 0 ® 2#12.#12 GRD IN 3/a" 480 SQ.FT.) t FRAMED HOUSE " is�r" PVC CONDUIT INCOMING SERVICE ( EXILING WATER LINE 46 >><<Q 200a,10,120/240 VOLTS c PR D TO BE REMOVED AND LAUI N FUJI I RAISE 2.0'+/-(VIF) BILCO �O�fR RELO�ATED AS REQ oN ® UNIT CIRCUIT 1 uxo"tc� FUJI CONTROL BREAKER METER 1 -f�� (MIN.1 'SEPERATION � r3 AERATOR PANEL PANEL s CT FROM NEW SEPTIC SYSTEM) ssoxw>�ty i min. �RfC PER SCHDS W I I I�J W •�N \ Q� i-� `�-� SECTION -A Al VIE SECTION B-B VIEW 3.6' 3.6' 3•4 w Fu 1Clean USA EX.GROUND ROD---I)— NOTE: 337' _ 1).BURIED ELECTRICAL POWER PROPOSED 0.5' t 16 P O O CEN-5 CONDUITS SHALL BE A MINIMUM Structural Drawing OF 24 INCHES BELOW GRADE. EXISTING SCREENED PORCH CONC. 325.14 \ Hors 1 mrotnmt 1n•-r TO BE REMOVED AND REPLACED STOOP 14 E—+ rn 2).ALL ELECTRICAL WORK TO BE TO MATCH BUILDING WIDTH W PERFORMED IN ACCORDANCE WITH NEC. 110 45.0' PARTIAL SITE PLANr. N � O Cn SCALE: 1" = 10'-0" x U) ^ ca° rn rn o '~ rn O ~ vat 0 NOTE:a maximum 5%gr e slope must be maintained CONTROL for a minimum of 20'horizontally from the nearest BOX edge of all leaching pools before tapering off as per schds y house finished floor el 11. 01 � O slab 7.0 garage LOCKING CAST LOCKING CAST thermoplastic covers IRON COVER IRON COVER O , locking and water tight 20"DISTRIBUTION/ 0 W CO existing(grade-14.0 as approved by schds existing grade-14.0 SAMPLING BOX finished grade-13.5 2" pvc vent pipe to conn to house waste vent service panel _Z min.12" max.24" `^ el.13.0 ---- 1.12.2 1 - //4"dia sdr 35 pip#e 1/47 If pitch 1 ([I N' U V - (18y') 1.11.7 ( 0 el.12.5 el.12.0 O e1.11.5 el.11.2 4"dia sdr 35 pipe 1/8"/If pitch 0 (14 7') (2)-81 x 6'd leaching pools (2)-81 x 6'd leaching pools O I �► O I replace unsuitable soil with replace unsuitable soil with clean fill sand and gravel(3'collar) sand and gravel(3'collar) clean fill I N 1 type sw or sw per schds. per schds. type sw or swl O el.7.6 I I el.4.9 I+I FUJI CLEAN CEN-5 I/A SEPTIC TANK undisturbed grade 3'minimum seperation test hole el.1.0(highest expected GW el 1.2) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .� 5 SEPTIC DESIGN DRAWN: MH/MS SCALE: JOB#: +-4fr'tx 1/10/2024 SHEET NUMBER: S-2 REVISIONS: Nirr I r NEW 4" BEAM 20-i POCKET(TYP) O• I8'-5't 1 I I 1 - - - - - r - ----------------------------------- --------------------------------- -- -- o ---------------------------- -------------------��_ REMOVE EXIST FTC? IN IT'S I � � EXIST 8' GMU � ::� I I REMOVE EXIST FJ � REMOVE EXIST FJ I f EENTIRET*( P � OZ ER PORCH �'�,,�r� OVER PORCH WALL NEW 8' i6" G FTC? FDN WAIL I ( I 1IONL Y) E INSTALLi ONLY) INSTALL E 2x8 FJ I6" 1I 1 (MIN 36" DEEP) w/(2) #4 RB E E 2X8 FJ ® I "EXIST 8" x I6"TK 2?x4 KEY: AS REQ O.G. w/R-21 BAITPG FTC? O.G. w/R-21 BATT 11 ( IWA L INSUL 1,,e EXIST CRAWL SPACE 'may REMOVE EXIST FON WALL IN 17 Q �- I NEW 3 " LC wr GAP c'b 17VS ENTIRETY (NOT SHOW E IBASE w/24"5Q x 12' THK ITN5TALL NEW 6" PG FON WALL NEW II-Ye" �--� G PAD w/0) #4 REBAR H/BITUMINOUS COATING, MIGROLAM o NEW 2xi0 RR E 16" O.G. w/ )4" GDX RIDGE R-30 BATT •:.`:;.��:.:,.y; r •• ..::,+.;• :,•:.;. . ::•.. •:'•:: :. .. I- EA WAY(TYP 5) %:: . j cD _I. F OLLOWIN6: THE _..•1 PLWD, 15# FELT,235 ASPHALT ILL TOP of RIDGE 1 _ --- '''y -''- �+r'• •a�i (fI) #4 HORIZONTAL R/B TOPE SHINGLES, d ICE-SF•EILD EL1% 13'-3"t • � I WTTOM UNDERLAYMENT A5 REQ Q ((l) #5 VERTICAL RB ® 36" N O ( O.C.(HOOKED INTO FT6) NEW 2x4 G.T. ® _.._TOL' I�j #4 HORIZONTAL RB EQL ry 32 O.G. ELV 10' 1 I 1 ( SPACED AS PM (SEE EXIST EXIST ( +t 1 r I RELOCATE EXIST HOT ( SECTION NEW YZ" GYP BRO tr• FJ FJ ; ( WATER HEATER AS REQ ( NEW 2' CLOSED CELL SPRAY FOAM E R-15 A �5 E GATT INSUL (T1'P ENTIRE EXTERIOR) -�Q• `~j' MOP GL65 I I EXIS FJ to - Z EXIST FJ to 1 r KITCHEN/DININCG REMA�AI - r,k. ;,*j REMAIN - EXTERIOR WALL CONSTRUCTION: m " CONTRACTOR to r'.� CONTRACTOR to I NEW 2x4 STUDS ® 16" O.G. w/Y�" GDX Room. NEW 3/4" COX TE6 • •' ' ,� TEMP SUPPORT ASSUBFLOOR w/ PROP Ist o EXIST 8 GMU - ( TEMP SUPPORT ,;:~: I PLYWD,TYVEX VAPOR BARRIER E I • FON WALL REQ I - REQ NEW CEDAR SHAKE SIDING I I ;+` ( I I FINISH FLOORING FLOOR 1 M NEW 2x4 SILL PL wr%e» PER HOMEOWNER EXIST 8 x I Ib' cv 1 tp 1 ANCHOR BOLT 032' O.G.(MIN EXIST 1st THK W F.. 1 v I 4" 4 ) Q Ib» N Fr� WW O 1 •. I PG f=T6 NEW 2x8 FJ ®I I ( r Z •i; �c 1 O.G. E R-30 GATT NEW 0) 2x10 • I u] NEW 8" PG FDN WALL w/BITUMINa1S I INSUL GIRDER w/TEGO _..— _ F • I - � I EXIST AGGE55 1 I r::�,, ?' 1 GOATIN6, REINFORCED wr THE FOLLOWING: GONN (VARIES -YIF) . I , .*� � I � ELV O-0 Q HATCH �;:.Z?.•• (I) #4 HORIZONTAL RB TOP E BOTTOM Q PROP Z EXIST I PROF '� 1 z » � INSTALL NEW 4" LG w/ +, O O " 1 p) #5 VERTICAL RB ® 36 O.C.oG MooKED BASEMENT CRAWL SPACE I I I ( BASEMENT 5PAGE .-. M INTO FT6 ►^L� TOP E BASE > �o o 8'-0' GL6 I .;t ' °' ) NEW 4" PG SLAB w/ PLATE E 12'x24'SQ PG ( ) �. ,. . ' '` s ` (3) #4 HORIZONTAL R/B EQL SPACED AS r -. ( .. QY . REQ 10i(o WWM E I-LAYER FTC BELOW w/C3) #4 1 1 NEW 4" PG SLAB NEW 3-e LG w/GAPE 1 a PVB REBAR EACH WAY ► , TOP of [--� EXIST 8" x ib" f 1 w/(i) LAYER bxb is , BASE w/2415Q x 12" THK ` f 'Y' NEW WAW PG FT6 w/(2) #4 RB E BASEMENT SLABGMU PIER(lYP ..= ai(o KWM E (1) _� PG PAD wr�3) #4 REBAR 2x4 KEY , ELY-5'-b"t2 PLACES) �• �_ LAYER OF 6 MILEA WAY 5 Pv VAPOR (TYP BARRIERIs PROPOSED SECTION "A-All 1 1 EXIST FJ to EXIST FJ to I WALE- 114' • 1'-0' I I EX15T EXIST I ts I I REMAIN - 1 REMAIN - FJ FJ 1 ; 1 1 CONTRACTOR to CONTRACTOR to v r HOUSE TO BE ELEVATED +2'-O". N v TEMP SUPPORT AS TEMP SUPPORT AS I , : rn a REG REQ NEW 4" BEAM I I °� C ° I br. p `- vw 1 •'i � — — — — — — J �. ( ( � '� POCKET(TYP) — I I °•...~ • -~'m �jv 00 PRE50RIPTIVE DE516N PER R402. 2016 (EGG: ' .�- 2'-10" , 3'-6" Q a: : 1 m FLOOR SPACE R_30 VAULTED CEILING R_30 Ln u � 2 00 R-VALUE R-VAIJE cq c EXIST ST FOUNDATION PLAN I ( *EXCEPTION FLOORS: a WAM: 114' - 1'-0' Y FENESTRATION IF FRAMING MEMBER IS R'Iq U-FACTOR: 0.35 I ' • I TOO SMALL. I • '° I FRAMW WALL 6LAZED FENESTRATION U) R-VALUE: R-20 0.40 U-FACTOR: d I I BASEMENT WALL SKYLIGHT (GONDIRTIO�DSPAGE) 10�5 U-FACTOR: N/A O CA EH ON( PROPOSED FOUNDATION PLAN SCALE: V4' - 11-0 lei a� ' DRAWN: MH/MS ` SCALE: JOB#• :' ��r'� ✓ 1/10/2024 r.. SHEET NUMBER: A-1 REVISIONS: 201-1 " 6'-61h" id 7'-0" 6'-6'h" 01 (STOOP) r — — — — — — VERIFY MASONRY I i STEPS IN FIELD _ — — — — — — — I I ----------------------, COMPACTED CLEAN FILL D ' ADJUST HEIGHT FOR 4•" 14 I a STEPDOWN FROM FINISHED 1 FLOOR TO TOP OF STONE ' • VFRIFY WITH OWNER _ , 2"CHEEKWALL 20'-1"t - ---------------- _ __ _____- a -- - 10 I - I � o,' a• dd �'p d . ' • o. d pad . .�v ' o dd v`p a , . 1 1 , I •--------------- --------Illi---- --- --- •° • V1 1 • �111 ------------, 'v ' 1111 I . V. I 57. .. . I D ' 1111 2X8 FJ • ' O �;•. . :�:'t'+ •..t. .i�� i, •. .. ,'J�.r.'�i•,:.�..y: 00 iiii (VIFw/EXISTING) a lilt 00 l�' ^ I b p ,lilt l d• ' • ' l7 fill 1 EXIST 8" GN11 I a ° fill •►� � O ' ••• ' o0 1111 c I •D I fill FDN WALL I I a 1111 a r ••. ^ I111 I W EXIST 6' x 16M4K 7 "" 1 �r....l. Z 1111 l in PG FT& I 4 W �, m fill lilt If (L • vi I 1111 I LH EXIST I ( � IIII ,. •'t. w CRAWL SPACE a nn O • I •_ 1111 1 ' v If • •• I D . I ' I�1 ' I '� ' .•ti I O• I ' I111 ' I ' O •i.`v, v n.• . 3:. t'r •I •• t. •'• . �•• ,• I 1111 va �� •. v 2X8 FJ Ca.16"OC u n f. nl=i•�=. a :'.° .. "! •' •J r+ r '•:.� , �� (VIF w/EXISTING) •M I lilt D lilt � , 1 ,�j,t 1111 ' I b • ' 0 till ' •D ' � till V illl •'� _ 'I • I ...1 I111 I ' '�' I ' • Q I 4 I < 1111 � I ' s' W < nn .y • � � •'• ' �IIII O I • 1 44L I EXIST EXIST +f a X ►- — — — I FJlilt FJ I I i iiii 4 STOOP w/OWNERVERI:Y EXISTING + W Duo i iiii EX.FJ ' i °' j REPL kCE AS REQ. EXIST 8' GMULu - a __, _ l _ -- • a o • I FDN WALL c i 11 i 5—, F_ �. ;o lilt !. <EXIST 8" X ; -a- PILASTER nu PILASTER ° W 16"m N Z 12"Xi2" lilt 12"X12" I I PG FT6 if �P) (TYP) Da ,•t . , p I Lu 'I EXIST ACCESS `' •D ►�i ►�l,.y1 a �� — — 1111 FFMM��•�� j I •` I EXIST kATck I r 4 '1 1 00 I111 �i 1 z 4 n nli t X I II11 ,D O O CRAWL SPACE I I W , 1111 'y o I if In • 1 FJ I i' I • '' ' I ...1111 • /I I •>. I I � 'Q I 11 I I I Dv ' 1. EXIST 8" x 16' • LALLY COLUMN ON •"n i t,S CK PIER(Tl'P VERIFY EXIING 1 ( ( 24'X24' ' X12 1 1 I y I Z PLACES) I ! I OP wl/O NER , CONCRETE FOOTING _ X EPLACEE A REQ. 4 (TYPICAL) i :__ lilt I I , •.• I I l l s I to N �. ( • I I , I 1111 I W ..• I ,••, , I II11 , '♦ ` M 1 1111 � till EXIST EXIST ( ( WFJ FJ ZD o j' V 11 n 0 ' •D m r- c rill p i d1 Vvj I •;' I • I .t I , '. I W tin I � 1 e .,� ..• r •i 1''• ••:•4.•f 41:' ' ':' iS•. ,r•.�..•.,:• . , •,4 • "� • •�' 0 \:•IJ. a r:•r•+,.,••• I ,, DroQ• ,, 1. 1IIl1IIlI1lIII1l I, p• ,, 01 O r-4 I VMti LoV w ��OcGGGyyy�1JJJ \fQQ , I d i •+ ' •F+ �, -,•.•- -, -,r� I fill ------------------------ ju --- --------------------' •D o 4 I111 Q' .0 A c• •0 IP D - Lf) U di 2 = v N v 1 ,�. D • G E EXIST FOUNDATION PLAN 1.REVIEW SITE PLAN FOR PROXIMITY TO 5.FOUNDATION TO BE 10"THICK,9'-0"HIGH PC, O W a •s ; NEIGHBOR.ALL WORK TO BE WITHIN 3500 psi.WALL TO BE REINFORCED WITH#5 OWNERS PROPERTY. REBAR AT 56"OC EACH WAY.DAMPPROOF 05CALE: I/4' iW i �• 4 � EXTERIOR. ° ' v• 2.CONFIRM LOCATIONS FOR UNDERGROUND e•, . i OD UTILITIES PRIOR TO EXCAVATION.VERIFY 6.WALL FOOTING TO BE 24"WIDE X 12"THICK. �o BILCO C-DOOR w/36"EXTENSION LOCATIONS FOR TOP SOIL AND CONCETE FOOTINGS TO BE BE REINFORCED WITH(3) �C TO VERIFY LOCATION WITH WASHOUTS AS REQUIRED BY THE BUILDING #5 REBAR,CONTINUOUS.FOOTINGS TO BE W OWNER AND DIMENSIONS PRIOR DEPARTMENT. INSTALLED ON UNDISTURBED SOIL. D �O CONSTRUCTION v : 3.EXISTING FOUNDATION TO BE DEMOLISHED. 7.VERIFY ALL DIMENSIONS PRIOR TO u b ' •� ; RAISE HOUSE AS REQUIRED AND DISCONNECT EXCAVATION AND FORMING WALLS OF THE Q • 0. EXISTING UTILITIES,etc..eXISTING SCREENED-IN EXISTING HOUSE AND PROPOSED ADDITION. V) • ° ; PORCH TO BE DEMOLISHED. v•� v p 4.TOP OF NEW FOUNDATION TO MATCH THE _________ TOP OF EXISTING FOUNDATION(-16.6' 3'-211 5'-81' VERIFY HEIGHTS IN FIELD AND ADJUST AS I► r1 E-+ REUIRED,CONFIRM TOF WITH OWNER U 20'-1" x PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1 y 1 DRAWN: MH/MS r SCALE: �•.. 411-7, JOB#: 2/5/2024 SHEET NUMBER: A-1 km1L_mnmW13mu REVISIONS: I I 10 I I 20'-I' DO =r 71 ._ o o U)IP I o • o • o . 00 0 .. 0 •r . -Jo oc 1010 O , J. [r �D PROP 5'-60 x 1'-0" _� D PG STOOP TW5446 NEH 6°x 60 SLDR O ►--� 20'-I"t ; , PROP KITCHEN/DINING ROOM ° Q 00 = _____ _- ® _ -==_ ' -=�` -------- REMOVE EXIST ; OC I PROP STOOP d GONG %:,. .. r- I ISLAND - O _ ---------- --- PATIO :• :,•• • .• . . .. ! REMOVE EXIST it 1 (5 % `—r SCREENED IN EXIST SCREENED I N :, ; �%QQ ,ti I FOR C i •' - NEW PORG EXIST. EXTENSION .STOOP .. 24 CLOSED %y ., , % PROP 2x10 RR 0 ! PROP 2x10 RR 0, " O LIP ' ; I I� b" O.G. w/R-30 16' O.G. w/R-50 �+ FIREPLACE ; ' " , A BATT INSUL _iR BATT INSUL44 A EAST : 3 PROP Q O O ti . GANG -� REMOVE EXIST NEW bxb se 5R UP z PATIO _ WALLS d P05T O O ' WINDOWS FOR NEW C3� q O o EX15T : ( NEW EXTENSION e .� N EXIST KITCHEN ,•'� • •�. 'y• MICROLAM � — "-" O � .� ';, ° � INSTALL NEW PG TOOP LIVING ROOM . . % . XIS PYVDR AFTER HOME ATION w % LIVING ROOM 7l Mo •'1 � PROP EXIST C�---- I :, STKD KIT .,4. - — — — —� REF :81 • TEMP REMOVE d RELOCATE.• . EXIST PROPANE TANK AFTER I o OUTLINE of » '- .. • • ; • ` OUTLINE of INSTALLATION NEW FDN I LOFT ABOVE I = LOFT ABOVE I _� ��'--------------- o =_--_----=_- 56 " I 36 SHOWER 1 " SW m N � o OPEN to EXIST 3-b OPEN to I N REMOVE ! X �, ABOVE EXIST EXIST 4HATCH— OUTDOOR `� ABOVE EXIST oU DIooR = o O +� BATH to FDN rI'�R `� - BATH p ,-� o -1 I I \y� A SHOWER 4 STKD STKD 15 W/D ,� ISM 'CL lip CL In U °1 3'-O"t -,�' 4'-q"t IN u�I uU) INSTALL NEW I Pp STOOP oil tREMOVE ' EXIST EX15T EX15T) AFTER X15T EX15T BEDROOM BEDROOM - HOME BEDROOM BEDROOM I u u ElfEVATION ; O I U) I I H • I � I EXIST EXIST U '-10"t o 00II'-2"t01I 20-I t I 20 I t . I I NEW BILGO ' EXIST P I R5T FLOOR PLAN ~�' L �') 4••�r. DRAWN: MH/MS SCALE: JOB#: 1/10/2024 PROPOSED F I R5T FLOOR PLAN SHEET NUMBER: I ISCALE vq' - 1'-& . I A-2 REVISIONS: 11TH 111TH 11 Jim 11 ILILIII HILIlf uuII I? MY Ill-lijil Hull Lwijl _U11111.1 Ll 11,Nly d'Hil d'h z [I I T1 H ITI W,11 111111 Jill 11 111] 11 11 liml Lill Hu I u_ AL C U u C4 uw I I H ILLILU r 9 u 11-1b] AM 11 H 11 H tul 11 1 IT 11 1 u I Aul tul H1111 11IT11 IT I u u 1 lul Ill 4 11111111111111 lijill 11111111 I�1� 11111 1 ILMU11111 0 111 IT" 11 Jill I 1 11 H1111 111111 111111 1111il 1. 1111 1111 it itilli 111T11 111TI 111TH 11L11 1111ii MT11 11 T_H 41 6RADE TRADE EXISTING EAST ELEVATION EXISTING NORTH ELEVATION SCALE- 1/40 - 11-00 WALE- 1140 - I'-& C) 0 .4 0 0 0 � .2 ====Il 11 IT Ii II IT H IT 11-H IT 11-H U LM ML pu LL wi HIM H Ll 11 Ji LiAl Li 11A U.11 111 H Li EMU# nwp-j# IlITII 111111 111111 111111 111111 FLOM FLOOR PROP BASEMENT m ENTRY w/BILCO U r------ 6RAVE DOORS GRADE 0 PROP STOOP PZEMOVE EXIST) PROP EAST ELEVATION PROP NORTH ELEVATION SCALE, 1141 - IW SCAM 1/41 - IW u DRAWN: MH/MS SCALE: JOB#: 1/10/2024 SHEET NUMBER: A- 3 REVISIONS: rut IVA!11111 1 1 11 it UH11 UH 11 UU11 UL111 HL111 UU11_UU11 LWII [IIIH IIIf I HH11 UU11-Ulfil 111111 11-Hull Lful 11 H Ull_H 1111 11 uwj I,j 11 11 U 11 ill 111111 111111 111111 111111 111111 111111 111111 1 IIHII L 1111 11 IT 11 11 IT I 111'"JITT11 ]IFT411ITT-1141-11"1111mil 1111 11 IT 11 j[jTfl JIT"JIM JITH jill 11 IIITII 11111 IIITII if"JITT-TI- IL111 IIITIIjIjjbj1jaj GRADE tl TT_n 11 11 ITII 11 -ALM-11 11 11 1111 11 111111 6RADE EXISTING NEST ELEVATION EXISTING SOUTH ELEVATION SCAM 1/40 - 11-0p WAU= ve ll-c" 0 E O z 1-4 11 Hill Ill PROP HIP ROOF wl C) ASPHALT SHIN6LES (MATCH EXIST) o 411"i.111-H-UgAl I I-HIT I I_11 If]I-H Al 11_U 1111 1111 LI ]I ILIA. t 0 H 1111 H 1111 H IT 11 H 1-111AWMAII-1-11-1111JI-1.1, 1111_1111111ILH 11 H I 11 "till uttill HLIII IT11 1111.1 IITII ITIl HIT H 11 "[Ill 111111 11111 Iladll_�H I U 1-1.111JI-DA-1-11 111111-1.1 LL 11 111111 111 1177171`171T= IHIII 111111 1 1I.._u Li Lill u JiLL11-1.1.1 V SOFFIT 6 SOFFIT :p. Lill u Lo U PROP KITC+EN/DININ6 ROOM EXTENSION wl NEW SHAKE SIVIN6 (MATCH EXIST) I tj Ll 11 Ll U Lill H I UUIWLU-W m 1 1111 1111,1111 1 11 11 1 11 fROP'j# PROP BASEMENTU.LWL FLOOR --- ENTRY H/BIL001 n in 1111.1— DOORSO m u GRADE O \—RELOCATE EXIST PROPANE TAW, AFTER INSTALLATION OF NEW F. PROP NEST ELEVATION FON PROP SOUTH ELEVATION SCALE. 1140 11-e SCAM 114, 11-0 cn 00 DRAWN: MH/MS SCALE: JOB#: 1/10/2024 SHEET NUMBER: A 4 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFAC TrURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STUD • C RIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER BATHTUB —Lo • HEADER DOUBLE JOIST o SIDEWALL RAFTER ED JACK STUDS Te FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ,ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESC RIPTION APPLIC ATION ILOCATION USP NUMBERI DESC RIPTION APPLIC ATION RAFTER SIZE USP NUMBER DESC RIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY 0)VER RIDGE TO EACH RAFTER2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ,ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC z WALL STUD ► "I THROUGH—ROOF EXHAUST VENTS SELECTED AND Q� METAL STRAP LOCATED BY CONTRACTOR (��J CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN ' VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER �" STAPPIING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. � .' SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT ^ 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD M--I ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION) APPLICATION SOFFITED EAVE 8" — 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDO)WN ANCHOR EAC H RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDO)WN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLOOR WALL PIP , ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME Ll EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST a TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 0 0 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED Q KEEP SHEATHING MIN. 1-1/2° ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH W ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'O" O.C. RAFTER TO PLATE AIR PASSAGE 8" — 16" MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / 9 CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PL-ATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD ( r" SUB FLOOR SILL GASKET l WOOD JOISTS NEOPRENE ; cri cV o TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET +�. 2x6 /2x8 CONTINUOUS WOOD PLATE o`f', 4mac C 6 MIL. POLY V x DAMPPROOF EXTE[RIOR GRANULAR FILL • ' BOLTED TO STEEL BEAM WITH o M ^� ' 6MIL POLY ON EXTEIRIOR V ' ' �,n ' I 1/2 " DIA. BOLTS 0 48" o.c. STAG. ° V STEEL COLUMN 0v ° v ` • 4 ° 4 _ �, ° ROOF JACK ,1�� u u STEEL BEAM CONC. SLAB '� cu " ANCHOR BOLT EMBEDMENT: I �� 0 9 ' d ° ^ `,Q PCOURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL oo COMPACT FILL � B[LOCK WALL: 15" ` I .� � TOP AND BOTTOM PLATE V ° • ° � � � ROOFING LAPS KEYWAY FOOTING c r 4 FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT a� ° �'� •- CONC. FTG. G SIDES AND TOP ` In U '� '6 4 ° USE MITH 3x3 SQUARE WASHERS ` 1/2" GROUT a, cn ° lig o ^ 1 ^ ; 4 ANCHOR BOLT CONNECTION (UJSP LBPS58 OR BP583) ��` � v v s REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN 0 W DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) w SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL CONC. FOUNDATION.,APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36' OC TYPIC AL BEAM DETAIL � WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING H ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57 OC d' SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL u �— 0 SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR �— N USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB • P.T. PLATE W/ 6X6 WMM \ I SLOPE ` 4 DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT 1/2" AIRS ACE < 1 < ° ° 7 1 2" (WITH A NAILING PLATE IF NEEDED) u • ',Q ' AT END AND �� " 0 ° • o • :� , °' . ° TO BE APROX. 1/2" OR HIGHER THAN • ��yc a ES OF WOOD o` C D• C ° • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ' .''"--�-'"-"«-"'"' a BEAMS - ° ° • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) C4 6X6 W.W.M. e — — — — �+� — `. ° p p 0 — MN. D. '�c C. C '� ��'o ��'A �', • � NOTCH BEAM FOR MUDSILL IIF REQUIRED -- MAXIMUM a _ —SUB FLOOR a�° ° ° NOTCH EQUALS 1/4 DEPTH (OF BEAM �1— D �1 REINFORCING BAR ,• / ° p °•c I ° ��—�� JOIST �• • • �` �► REINFORCING BAR s • c DRAIN TILE I�—►I OQ ' •• T— ° C 1 4 ° 4 ° ,$p 1Q r , 12" SHEET METAL / 30# FELT UINDER BEAM AT POINT n • • STEEL BEAM OF CONTACT WITH CONCRE77E OR CONC. BLOCK —fT1 ITT ,, d► 'a•• 3" PLATE (BOLTED TO l TYPICAL CONC. MONOLITHHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •• d^ SHIMS TO LEVEL BEAM ' REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFA(CE FOR WOOD BEAM GARAGE DOOR BLOCKOUT "m • ;�', DRAWN: MH/MS SCALE: BEAM POCKET 3 JOB#: OF as 1/10/2024 SHEET NUMBER: A-5 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GEN,' ERAL 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 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 BUILDING USE in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALLL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) COINSTRUCTION NOTES: TOP PLATE 10'WAILL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information withiin this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE CEILING JOIST 8 WALLL: 3-8d COMMON EACH ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing detailss. 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 TO TOP PLATE 10'WAILL: 4-8d COMMONJOIST 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES 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 IPER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 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 RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS STORAGE NO ( ) to EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a P weather rooif completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS IPER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 ( ) p p NO FINISHED CEILING OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 3o INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractcor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALLS 10 COLLAR TIE AS IPER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS 1J360 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 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8-THICK) 80 CEILINGS(PLASTER,STUCCO) U360 These codes are to be colnsidered 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 FIRE ESCAPES 40 CEILINGS GYPSUM should be adhered to evein 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 CONCRETE WALLS(6"THICK) 85 (GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 -- 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 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 4).WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWRAGS). TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4). The designer has not lbeen 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 MASONY WALLS) L/600 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 QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or aim lied in the use of these tans. 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 ( ) Q p p p p g P ;2 - 16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION I-I 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 � 5). Refer to the Window sand Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contract(or is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE w 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 STUD ;2 -16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractcor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelvinlg, pantry, closets, trims, etc. edges and 10" ) gyp o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS in table 3.15a-b. TOP OR BOTTOM ;2 -16d COMMON PER 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 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, ;2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA p 1). The General Contractco length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 r and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD F_q determine intended heighits of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAM 1 N I G. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on (undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NAIL NAIL NOTES Q 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. 17 NONE 3). Provide 1/2" expansioln joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry wallas occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL 8). CONNECTIONSAROUNDEXTERIORWALLOPENINGS: 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 warlls being attached to existing concrete structure shall with table 3.5.Window sill later 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-bair, 18" Ion at 12" o.c.. Use approved epoxy for installation. P SHEATHING LOCATION NOTES g PP P Y 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 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 saind or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD 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 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 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 8x16 cast iron foundation vent for every 150 sq. ft. of area. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL w DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior o)f foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Constrruction 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 0 3W the below grade portion cof exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMO JOIST NAIL z 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z 8). Drainage as required lby current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMONO O Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 in FRAMING NOTES g 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Q o into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. NAIL • NAIL 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 Edition Wood Framing Coinstruction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q . SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For w 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: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 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. NAIIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QT-Y SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. �� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE " c Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. 8d COMMON @ 12 O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. M �, G o WALL SHEATHII`�G: � m openings. Bearing wall wiindow 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 x ^ F openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire QTY. SPACING NAIIL NAIL 0 and blocking where applicable. rn to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. = a, T 2 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall z w 5). All flush beams/headerrs to be installed with heavy duty galvanized hangers and PANELS 8d CONvIMO WFCM - SBC ) g g q o a \ anchors where applicable to all connecting joists. PLUMB lNG NOTES be used. 7/16" OSB 3" O.C. EDGE 4 0 PLYWOOD 6d CONvIMO 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). Double up floor joistss 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 Floors to have ceramic tiile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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. n U m P P P y WALLBOARD 5d COOLERS 10" O.C . FIELD ON on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. a 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. FLOOR S H EATH l!N G: other access openings unlless otherwise noted (typical). a" 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, MAIL NAIL provide adequate bracing and later to protect and secure the structure. Vera with the JOINT DESCRIPTION 1j.PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR � HVAC SYSTEM NOTES 1" OR LESS 8d CCJMMO 12" 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 lW-+ N OTIES NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U U requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 0 10). Provide insulation beffles 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 MOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions•including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at Intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are bassed on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed N CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) �� q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 94 94 Contractor and owner for final review and approval. is nailed 3" on-center at the palnel 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, 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 ialternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces V over subfloor as per manulfacture'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 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 13). All bathroom walls tro have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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 conttinuous over connected P members,the tabulated numberr 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" sheet:rock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail perr foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). AIII roof with a pitch 'less than 4:12 shall be installed with an Ice &Water barrier or section R314 per as throughout 4). Install Smoke detectors and Carbon Monoxide detectors throw approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g P , torch down type material over. and R315 of iRC. .- 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G 4 xM be installed with a foam ;sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP °.*" ,, DRAWN: MH/MS AND BASES.USE WITH FLASHING CAPS TO SCALE: COVER TOPS JOB#: 1/10/2024 SHEET NUMBER: A-6