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Home My WebLink About48139-Z �o��OF SOUlyo`o Town of Southold * P.O. Box 1179 ao0 53095 Main Rd UN Southold, New York 11971. CERTIFICATE OF OCCUPANCY No: 46439 Date: 08/22/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 3400 Little Neck Rd Cutchogue, NY 11935 Sec/Block/Lot: 103.-9-13.1 Conforms substantially to the Application.for Building Permit heretofore,filed in this office dated: 10/13/2020 Pursuant to which Building Permit No. 48139 and dated: 07/30/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage with 2nd floor (for storage only) and attached workshop as applied for. The certificate is issued to: Eileen Oakley Of the aforesaid building. v SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48139 7/19/2025 PLUMBERS CERTIFICATION: u o ed Signature �o�aoFsouTyolo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' b TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48139 Date: 07/30/2022 Permission is hereby granted to: Renewal Date: 01/27/2025 Eileen B Oakley 3310 Little Neck Rd Cutchogue, NY 11935 To: Needs Trustees C/C construct an accessory garage as applied for per DEC and Trustee approval. Premises Located at: 3400 Little Neck Rd, Cutchogue, NY 11935 SCTM# 103.-9-13.1 Pursuant to application dated 10/13/2020 and approved by the Building Inspector. To expire on 01/28/2026. Contractors: Fees: Renewal Fee $470.30 Total S470.3 ------ ---------------- Buil ing nl spector �apFSO(/ryo 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#: 48139 Date: 07/30/2022 Permission is hereby granted to: Eileen B Oakley 3310 Little Neck Rd Cutchogue, NY 11935 To: Needs Trustees C/C construct an accessory garage as applied for per DEC and Trustee approval. Amended-01/28/25-to create anon-habitable•garage attic to be used for storage purposes only. 't8%18/25_Ame`n`ded to;modify garage=stairs•and landing:; Premises Located at: 3400 Little Neck Rd, Cutchogue, NY 11935 SCTM# 103.-9-13.1 Pursuant to application dated 10/13/2020 and approved by the Building Inspector. To expire on 01/28/2026. Contractors: Required Inspections: Fees: PERMIT RENEWAL $815.60 ELECTRIC $125.00__ iAmendment:Fee=,a�=- __ Total 940.60 Building Inspector aoFSO&ryo 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#: 48139 Date: 07/30/2022 Permission is hereby granted to: Eileen B Oakley 3310 Little Neck Rd Cutchogue, NY 11935 To: Needs Trustees C/C construct an accessory garage as applied for per DEC and Trustee approval. Amended-01%28/25=to cr_eate_a_n.on �iabtabte;garage attic to-be=used for storage purposes=orly?� Premises Located at: 3400 Little Neck Rd, Cutchogue, NY 11935 SCTM# 103.-9-13.1 Pursuant to application dated 10/13/2020 and approved by the Building Inspector. To expire on 01/28/2026. Contractors: Required Inspections: Fees: PERMIT RENEWAL $815.60 ELECTRIC $125.00 Total $940.60 Building Inspector _____ o�SUFFot TOWN OF SOUTHOLD 4 BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT .(THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45329 - Date: 10/15/2020 Permission is hereby granted to: Oakley, Eileen 3310 Little Neck Rd Cutchogue, NY 11935 To: construct an accessory garage as applied for per DEC and Trustee approval. At premises located at: 3400 Little Neck Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-9-13.1 Pursuant to application dated 10/13/2020 and approved by the Building Inspector. To expire on 4/16/2022. Fees: ACCESSORY $765.60 CO-ACCESSORY BUILDING $50.00 Total: $815.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 09/08/20 New Construction: X - Garage Old or Pre-existing Building: (check one) Location of Property: 3400 Little Neck Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Eileen B Oakley Suffolk County Tax Map No 1000, Section 103 Block 09 Lot 13.1 Subdivision Filed Map. Lot: Permit No. q 5 3 , Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 Wes�Q B alders Applicant Signature SU�jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Eileen Oakley Address: 3400 Little Neck Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 48139 Section: 103 Block: 9 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Indoor W Basement F Service 1- Solar 1- Outdoor 1st Floor F Pool 1- Spa Renovation r 2nd Floor Hot Tub r' Generator r Survey Attic (— Garage Battery Storage INVENTORY Service 1 ph (- Heat Duplec Recpt 29 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph [— Hot Water GFCI Recpt Wall Fixtures 17 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 125A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED 6 Exit Fixtures Other Equipment: 125A Panel 20 Circuit/ 12 Used Notes: Acc. Garage Inspector Signature: X Date: July 19, 2025 Sean Devlin Electrical Inspector sean.devlinc&-town.southold.ny.us 3400LittleNeckAccGarage so �I it e AM # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 .INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�Q ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKS: acin DATE ��g"�3 INSPECT04movLT-�f 0, OE SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] LnNATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL TION/CAULKING [ ] FRAMING /STRAPPING [ ] FINA I � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q �� 0 eo dd DATE tya OF SOOIyO� ��I �� i4rl l v ce,K- TOWN OF SOUTHOLD BUILDING DEPT. noun, 631-765-1802 1 N-SPECTION [ ] FOUNDATION A ST/ REBAR [ ]' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACEA CHIMNEY : [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1/4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. "�o�►�� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL 6.4w� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS'/r"0AV Al cl, 6We�� yf J CAI DATE INSPECTOR « a ya , < 2 :� �*w ..� . | : . . , , . . • • FOUNDATION(Zo r . s • N PLUMBIN STATE • •D D,Mk M d, M R oil A _ o e o i �e►A_' ►i�. � - �01�. �'ti.��% .® i II�I��` + �lE�,/ -� — • 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 C�' Survey Southoldtownny.gov PERMIT NO. 1 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Truss Identification Form C � lc) Storm-Water Assessment Form Contact: Gary Steinfeld Approved 120 Mail to: West Creek Builders Disapproved a/c PO Box 256, New Suffolk, 11956 Phone: 631-334-9205 Expiration ,20 J ...: t , 1L E -r� '' `�' Building Inspector 0 CT ��3 �-O APPLICATION FOR BUILDING PERMIT Date September 8 20 20 TCtil-Q: 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. (Gary Steinfeld-631.334.9205) West Creek Builders, LLC (Signature of applicant or name,if a corporation) PO Box 256, New Suffolk, NY 11956 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder Builder Name of owner of premises_ Eileen B Oakley (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Gary Steinfeld, Owner (Name and title of corporate officer) Builders License No. 41503-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on,which proposed work will be done: 3400 Little Neck Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 103 f --Blp&'`i 09 ' Lot 13.1 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 Vacant Land b. Intended use and occupancy Garage-Single Family Residential 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $100,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 38' Rear 38' .Depth 26' Height 22' Number of Stories 1.5 9. Size of lot: Front 121.00' Rear 177.60' Depth 695.56' ;,r 10.Date of Purchase August 7, 2015 Name of Former Owner Deloiselle Trust 11.Zone or use district in which premises are situated R40 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO_X _Will excess fill be removed from premises?YES NO X 3310 Little Neck Rd 14.Names of Owner of premises Eileen B Oakley Address Cutchogue, NY Phone No. 704-904-5252 Name of Architect Address Phone No Name of Contractor West Creek Builders, LLC AddressPO Box 256, New SuffollPhone No.631-734-8416 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. Town of Southold Trustees Permit#9383 NYSDEC Permit#1-4738-04644/00001 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 OFF Gary Steinfeld being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this 0 ay of 6a.4oh?_r 20 RO Notary Public A`P2'SCI �VA��! ature of Applic t NOTARY PUBLIC.STATE OF NEW YORK Registration No.01GA6274028 Qualified iri Suffolk County Commission Expires Dec.24,20aO West Creek Builders, LLC P.O. Box 256, New Suffolk, NY 11956 Tel 631.734.8416 Fax 866.352.5112 Lic#41503-H October 9, 2020 Town of Southold Building Department ; R Town Hall Annex i 54375 Route 25 0 CT 3 2020 t Southold, NY 11971 RE: Construction of Detached Garage 3400 Little Neck Road, Cutchogue, NY SCTM # 1000-103-09-13.1 This project includes construction of a new single family residence and detached garage. The following documents are attached: 1. Building Permit Application 2. Application for Certificate of Occupancy 3. Four (4) Sets Stamped Construction Drawings 4. Survey 5. SCDHS Septic Permit— See House Permit 6. Stormwater Management Control Plan — See House Permit 7. Southold Board of Town Trustees Permit 8. NYSDEC Wetlands Permit 9. Owner Consent to Inspection 10.Owner Authorization 11.Transactional Disclosure Form — Owner 12.Transactional Disclosure Form —Agent If you require additional information or have any questions, please contact me at 631-334-9205 or_gary(cD-westcreekbuilders.com. Thank you in advance for your assistance. Sincerely, Gary St nfeld West Creek Builders, LLC APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) V Tag grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child Is(check all that apply) r A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee o$the applicant;September 20 D)the actual applicant DESCRIPTION OF RELATIONSHIP Eileen o Ga ley Submitted this 7 day of•` 20 Zf� Signature 11 Print Names I '�� Uc Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) iL.L—L l residing at 310 (Print property �pA a _ey (Mailing Address) do hereby authorize N r f= P (Agent) G�7i 250 1 to apply on my behalf to the Southold Building Department. F-, - )a&j (Owner's Signature) (Date (Print Owner's Name) i I - 4lr..,.r ."�' t{ 'FAn._✓ -t s .s t - d `, aw...1 tfrs ,. yu>aia `s�y, �jr,'�t? v<r I i t BO OFSOUTHOLD TON- M TRUSTEES SOUTHOLD,NEW YORK i PERMIT NO. 38-3 DATE:' JANUARY 16,201'9 �...._ } ISSUED.TO: EILEEN B.OAKLEY PROPERTY ADDRESS; 300.LITTLE NECK ROAD,CUTCHOGiUE SCTM#1000103-9-13.1 AUTHORIZA ION; I Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold.and in accordance with:the Resolution:of.he,Board of Trustees adopted at the.meeting held;on Janug ..:16.2019,and in consideration.of application feej paid,by Eileen B.Oakley 4 subject to the Terms and Conditions as stated in the"Reso ution, the,:Southold Town,Soard,of Tnistees,authonzes.and,permits the fnllowmg: Wetland Permit`for construc�ion activity within 106'from the landward edge of wetlands to construct a 711x80.8'two-stork,single-family dwelling with covered and screened porches and basement;a landward 24'x36 detached garage;new_septic system,driveway,and drainage system ked hay s all landward of Trust a jurisdiction;install a Une of sta bales and/or.silt { fencing prior to and during co�itstruction;all necessary vegetation tolbe-removed landward of erosion control line for the pig; poses of construction;"with.a future modification to existing I vegetation witlm Trustee jury diotion,with the condition to establish and perpetually maintain a 209 non-disturbance buffer landward of the flagged wetland line,and as'depicted'on the site plan prepared by West Creekuilders dated January 8,2019,and stamped approved on . January 16 2U>[9.. IN WITNESS WHEREOF,the sai Board of Trustees hereby causes its Corporate Seal to be affixed, . a and these presents to be subscribed' y a majority of the said Board as of the 16`b day of January;2019. . y. A E . i L.— �� _�_ ,... i1.1tlY16+{!:' ,•. G ClSY"" ..Eke ' ••.. •DTJtG'iiY�Yai4YtfGhiA:::+fv. � � Glenn Goldsmith, President �'�� Town Hall Annex A. Nicholas Krupski, Vice President ,cep 9 54375 Route 25 P.O. Box 1179 Eric Sepenoski ' di Southold,New York 11971 Liz Gillooly ' ; Elizabeth Peeples , .' '{` Telephone(631) 765-1892 Fax 631) 765-6641 BOARD OF TOWN TRUSTEES P-n TOWN OF SOUTHOLDP 0 20Z r, Permit.No.: 10106A TO WN Date of Receipt of Application: January 25, 2022 Applicant: Eileen B. Oakley SCTM#: 1000-4 03-9-13.1 Project Location: 3400 Little Neck Road, Cutchogue Date of Resolution/issuance: April 13, 2022 Date of Expiration: April 13, 2024 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Conduct construction activity within 100' from landward edge of wetlands to construct on vacant parcel an approximate 71'x80.8' two-story, single-family dwelling with basement; a 24'x36' garage; install a septic system; and to install a driveway. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the,survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated April 6, 2022, and stamped approved on April 13, 2022. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees 1 Glenn Goldsmith,President *®f S®Upy Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®� ®�® P.O.Box 1179 Eric Sepenoski [ Southold,New York 11971 Liz Gillooly rr+ Telephone(631) 765-1892 Elizabeth Peeples �@ Fax(631) 765-6641 COUNrt,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2176 C Date: September 11, 2024 THIS CERTIFIES that the construction activity within 100'from landward edge of wetlands to construct on vacant parcel an approximate 71'x80 8'two-story single-family dwelling with basement;a 24'x36' garage installation of a septic system;and installation of a driveway, At 3400 Little Neck Road,Cutchogue Suffolk County Tax Map#1000-103-9-13.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 25,2022 pursuant to which Trustees Administrative Permit#10106A Dated April 13,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction activity within 100'from landward edge of wetlands to construct on vacant parcel an approximate 7l'x80.8'two-story,single- family dwelling with basement.• a 24'x36' garage,• installation of a septic system;and installation of a driveway. The certificate is issued to EILEEN B.OAKLEY owner of the aforesaid property. s� Authorized Signature NEW YORK STATE DEPARTMENT OF,ENVIRONMENTAL CONSERVATION s Facility DEC ID 1-4738-04644 L PERMIT Under the Environmental Conservation Law ECL . Permittee and Facility Information Permit Issued To: Facility: EILEEN B OAKLEY OAKLEY PROPERTY 3310 LITTLE NECK RD 3400 LITTLE NECK RD CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 (704) 904-5252 Facility Application Contact: GARY STEINFELD WEST CREEK BUILDERS LLC PO BOX 256 NEW SUFFOLK,NY 11956-0256 Facility Location: in SOUTHOLD.in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 713.222 NYTM-N: 4543.243 Latitude: 41°00'45.0" Longitude: 72°27'51.6" Project Location: 3400 LITTLE NECK RD., CUTCHOGUE SCTM# 1000-103-9-13.1 EUGENES CREEK Authorized Activity: Construct a 70'x80:8'two-story single family dwelling with basement,24'x36' garage, impervious stone walkways, and pervious°gravel driveway. Install septic system, and drywells. All work must be done in accordance with the plan prepared by West Creek Builders last revised 2/6/2019 and stamped NYSDEC approved 2/28/2019. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04644/00001 New Permit Effective Date: 2/28/2019 Expiration Date: 2/27/2024 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04644 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN,Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony; rgokJ50 Circle Rd Stony Brook,NY 11990 -3409 ;\ Authorized Signature: ;"�--i�� \��. Date i Distribution List GARY STEINFELD Bureau of Marine Habitat Protection File. Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS i. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. otice of�mmencemenf easf8-hours prior o commencement-of a the project-th�p�rmittee- ---------and-contract,or-shall co ia -retur�t e-top_portion�£ se. a ca. onoxxn cei i mg fihe�. are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by West Creek Builders last revised 2/6/2019 and stamped NYSDEC approved 2/28/2019. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04644 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent.area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater.than 75 linear feet from the tidal wetland boundary. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit,modification, amendment). 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 80-linear feet from the tidal wetland boundary; or.as:per the NYSDEC-approved plan,prior:to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 10. Install,Maintain Erosion Controls Necessary erosion control measures,-i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 11. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 12. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 13.' Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION o Facility DEC ID 1-4738-04644 14. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 Attn: Compliance 15. Contain Exposed, Stockpiled Soils All disturbed areas where, soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to-thestructure or work-herein-authorized`which may be caused by or result from future operations undertaken by the State,for the_conservation or improvement of navigation, or for other purposes, and.no claim or right-to,compensation shall accrue from any such damage. 18. State May Order Removal or Alteration of Work. If fixture operations by the State of New York require an alteration in the position of the structure or work herein'aiithorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the-owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized,shall-not,be completed,the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New'York on account of any such removal or alteration. I9.—Sta re-Site-Restoration ifnponrthe expiratim-=evocatiom6fthis-permit;t project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION `_ Facility DEC ID 1-473&04644 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71.- 0301 and SAPA;401(3). The permitted shall provide a person to accompany the.Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this,permit. 2. Relationship,.of..this�Permit�to.Other Department Orders and Determinations Unless,expressly provided for by the Department,issuande of this permit does not modify, supersede orresdind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such.application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer'granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4=-Subm;scion-of Renewal-Applications e-pennittee-must_s mit-a-rene�ua pp atR-ii 5 eas days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; Page 5 of 6 �e NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1=4738-04644 b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit;.. e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ' Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims,'suits,actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the-terms and conditions of the permit. This indemnification does not-extend to any claims, suits, actions, or damages,to the extent attributable to.DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall.be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The-permittee-is-resp-onsihle-&T-obtamm,g-an-y-other-p-ermits,_approYals,-lands_,--e-as-e-mQmts an rights-of- --w,ay-that-may-be-required-to-carte-out-the-activities-thatare-authorized_by-this-permit. Item D: No Right to Trespass or Interfere with Riparian Rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 k lln NOV 16 2022 O�OS�FEO(KcOG BUILDING DEPARTMENT-Electrical Inspedbrm.'u, o� y� TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(ab-southoldtownny.Qov— seand(Qsoutholdtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 E I request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: 0. 2� Address: D0 e QL 0 2 36 Cross Street: 56 Ad, Phone No.: Bldg.Permit#: g 39 email: Tax Map District: 1000 Section: 0 Block: D Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE se rin ea ] J°bds�#i��..��sd`�✓. W;�l,h��meif , 6 �l Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES®'NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size{ 1 Ph❑3 Ph Size: , DO A #Meters � Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect0Underground❑Overhead # Underground Laterals 1 n2 H Frame ZPole Work done on Service? UY N Additional Information: PAYMENT DUE WITH APPLICATION * / 2g— eK,t 10 9 2- q 8 k �� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD f ® r' Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # J'J Date 6 l 2022 Customer Name Ua le_,iElectrician Name 6 ' e Address v� �' C.0 .&j�.j't6-' VjXne 6 -J6 ��c ZjS_ e-mail e-mail �. I(1 LL V- ct,6� Phone 0 �� "1 !�q � License# Size A Phase Overhead Underground #of Meters f Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 a �bove. Authorized by 1i ju } >3 Grp BUILDING DEPARTMENT- Electrical lnspec-tor.,... TOWN OF SOUTHOLD Town Hall Annex - 54375 Main.Road - PO Box 1179 • {?I Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(�southoldtownny gov - seand(aDsoutholdtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email:gary@nfay.com Elec. Phone No: 631-298-4545 0 I request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: e 4 Address: - &o + Z 2C "1 Cross Street: j h 5a-, Zd, Phone No.: Bldg.Permit#: L49 email: Tax Map District: 1000 Section: 0 Block: G?C Lot: 7 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE se rirn �ea .. . mot. �r ;�_�_�) �I7��;�j'°"�i/��T� bU��,l=�l;.�'Zn��' „nc •C �cr Square Footage: q 0 Circle All That Apply: Is job ready for inspection?: YES E'NO D Rough In Final Do you need a Temp Certificate?: YES [-] NO Issued On rNe p Information: (AII information required) Service Size�1Ph❑3 Ph Size: A # Meters Old Meter# w Service[--].Fire ReconnectOFlood ReconnectOService Reconnect Onderground DOverhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? RrY N Additional Information: PAYMENT DUE WITH APPLICATION K Io0" q � t � PERMIT# Address: Switches Outlets GFI's Surface l..--- Sconces r H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat � Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit. Blower AC AH Hood Blower Service Amps Have Used . I. Sub Amps Have Used Comments �.((�SX. Scott) A.. Russell ,��° �� ST01kMWA TIE]k SUPERVISOR MANA(Gr]EAMI]EINT SOUT'HOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SKEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TINS PROJECT INVOLVE ANY OF THE FOLLOWING: iCHECh ALL THAT APPLY! Yes No ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. New Dwelling & Pool If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form'to the Building Department with your Building Permit Application. APPLICANT: (Propern'Owner.Design Professional.Agent.Contractor.Other) S.C.T.M. 1000 Date District NA .IE: Gary Steinfeld, West Creek Builders 103 -09- -13-1 09/08/20 Section Block Lot FOR BUILDING DEPARTIv1ENl' USE ONLY * .k� Contact Information: 631-334-9205 T<kcF n- Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 3400 Little Neck Road, Cutchogue 0 Stormwater Management Control Plan Not Requu•ed. - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Reqwred. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 'A 1000 CHAPTER 236 (Property Owner,Design ProFessional,Agent,Contractor,Other) —r,,,— OSV��( e g St®rmwater Management Control Plan CHECK I.IS*I`�Gary Steinfeld 103 09 �3 NAME: Section Block Lol West .rPPk Rt,ulders w z S M C P - Plan Requirements: Provide ONE cop. of the Building Permit Application. 111—Pow Date: A, o� �k The applicant must pro\We a Complete Explanation and/or Reason ror not pro\i(V(iig 631-334-9205 09/08/20 °i all Information that has been Required b� the follow ing Checklist! Jign�lurr '1'dgAmrc Num4r. I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YES NO NA If you need additional room for explanations, Please Provide additional show all of the following items: Paper.P a. Location & Description of Property Boundaries 00 b. Total Site Acreage. 00 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17tcit2l. d. "rest Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0� e. Limits of Clearing & Area of Proposed Land Disturbance. �0 f. Existing& Proposed Contours of the Site (Minimun,2'Intervals) X �O g. Location of all existing& proposed structures, roads, driveways,sideN•\,alks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& O� proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). NX 00 I. Location of proposed concrete washout area(s). O0 m. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Managemcni Control Plan nwst include Calculation-,showing that the storm"ater impro%ements are sized to capture,store,and infiltrate on-si(e the run-off from all impen IOUs<urfaces generated b� a t\%o V)inch rainfall/storm e\eni 3. Details&Sectional Dram ings I'or storm%\ater practices are recluirecl for approval Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. Y �0 b. Construction Entrance& Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins.trench drains,etc.) X 0� d. Leachinq Structures (e. .infiltration basins, etc.) ** FOR ENGINEERING DEPARTMENT USE ONL.Y'X** I � Additional Information is required. Re�ie\,ved & l Stormwater Management Control Plan is Not Complete. ApprovedBy: I — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: El SMCP has been approved by the Engineering Department. I FORM SWCP Check List - TOS MAY 2014 NOTE., LOT NUMBERS SHOWN THUS:LOTD REFER TO SURVEY OF PROPERTY MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOELLER FOSTER SITUATE FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 1990 AS FILE No. 8941 C TC GU"E 2. FLOOD ZONE INFORMATION TAKEN FROM: O FLOOD INSURANCE RATE MAP No. 36103CO164 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED TOWN OF S O U T H O LD ZONE X•: AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1x ANNUAL CHANCE FLOODWITH AVERAGE -HAN SUFFOLK COUNTY, NEW YORK ZONE X: AREAS DETERMINED TOBE OUTSID OF LESS E TIE 0.2%ANNUAL CWW I FOOT OR WITH CE RAODPLAIN.E AREAS LESS h S.C. TAX No. 1000-103-09-13.1 1 SQUARE MILE:AND AREAS PROTECTED BY LEVEES FROM 1S ANNUAL CHANCE FLOOD. 3. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.= SCALE 1 =60 FFL— FIRST FLOOR JULY 1 G.FL— GARAGE FLOOR JUNE 7, 2017 ADD 20 5 SPOT ELEVATIONS JANUARY 8, 2019 LOCATED TOWN TRUSTEES WETLAND FLAGGING TOTAL LOT AREA = 106,723 sq. ft. WILSON ROAD 2.450 ac. UPLAND LOT AREA = 53,835 sq. ft. 1.236 cc. CERTIFIED TO: WESTCOR LAND TITLE INSURANCE COMPANY Eli COOKE ABSTRACT Corp. THE NORTHERN TRUST COMPANY, g y 50 S. LASALLE STREET, CHICAGO, IL 60603 ir c A x1aly UST C07PANY• e z a Too xom>o s R N N 6g 5.5 L"' m USES PUDUC WRIER 00 H A �� 1�.8 N y "A O y e o c . 366.4V ti o c "I / V TEST HOLE DATA �, !" zit FOUND (TEST HOLE DUG BY McDONALD GEOSCIENCE i w_ m� zg WIRE• GONG.MON• O_ m Z ON SEFTEMBER 24, 18 2:25PM) C EL 9.0' a• .AL r �� LOT fO WOODED os' r } GRAYISH BROWN.SANDY LOAM OL FLAG E-B ; TEST HOLE VACANT AND ;: $0 Y Y C a•• BROWN SILTY SAND SM 2 c1= i 81.0100" E \� I B.B •gg 8 N _ PALE BROWN SILT ML ' I ; O •; •� PALE BROWN SILTY SAND SM AL AL AIL AUL FLAG ,8.3 ,2,, • ';,�`•.�': PALE BROWN FINE SAND SP \ , 2 \ AL FLAG E-8 \ �P-Sia N EL 02''":".`•::,:,.. 8.B' �D �� JLL RE.FEAGE O NO \ • FFNGE Past C , m O F9Ao WATER IN PALE DROWN tt ! Oo \\ _ A L \ `\ •� � 12S• 1 aC7.00 � W cm� FINE SAND SP O % �Ic \ '� sHRu 9B 1 ,e O � cCio !� 0 0� \ r MEADOW a �L+�La 'fi+4L o .B1 a,�•07j OO W O ��' 00 \\ t' ]1�L AL �. FLAG E-5 2�'+8,� �'2�� `�.S` �/) S O � 17 al FLAG Y O•n �\ M 7 mo I 1 G\ FLAG E- '2 ,O,D 0 ROW PREPARED IN ACCORDANCE WITH THE MINIMUM STAN2 \\ AL A L AIL ` ' m BY TTHEEUALS.AND TITLE APPR�OVEDAANDDAADOPTED 450•p0 FOR SUTITLEUCCHO USE EYNCQRK STATE LAND AG L E-\ USES PD'1�L�WATFR � ''��OF��.`� —1 \\ A L AL %�` LOT 2O �J � 0 O= \ �VL >s� ''V` FLAG E-I ��,'�•'- �•°�� AL S1•03'00„ N.Y.9.'Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITIONNatha, ' vey twin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCTION TAW. Land or COPIES OF THIS SURVEY MAP NOT BEARING M THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERRFlCA71ONS INDICATED HEREON SHALL RUN Successor To: Stan]Ey J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND rifle Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSR- PHONE (631)727-2090 Fax (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAIUNG ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SITE DATA DRAINAGE NOTES LOCATION MAP SGTM# 1000-103-09-13.1 ROOF AREA RESIDENCE&GARAGE 1.LOT NUMBERS 5HOWN THUS: REFER TO LOT 1D PROPERTY: 3400 LITTLE NECK ROAD RESIDENCE ROOF AREA=4950 5F MAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS FRIGE MOELLER FOSTER o , FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY CUTCHOGUE,NY 11935 41150 Sr X 0.17=842142.2=20 ON MAY 21,1990 A5 FILE No.8941 2 OWNER: EILEEN B OAKLEY PROVIDE(6)V DIA.X V DRAINAGE FOOLS 2 FLOOD ZONE INFORMATION TAKEN FROM: ZONING: R40 FLOOD INSURANCE RATE MAP No.36103C0164 H 0 GARAGE ROOF AREA 832 SF ZONE AM BASE FLOOD ELEVATIONS DETERMINED EAST LOT AREA 832 SF X 0.17 141I42 2 3.35 ZONE X*AREA5 OF 0.2%ANNUAL CHANGE FLOOD;AREAS OF 1%ANNUAL CHANGE FLOOD CREEK YVRH AVERAGE DEPTH OF LESS THAN 1 FOOT OR MOTH DRAINAGE AREAS LESS THAN IDE G �Ms W I L 50 N ROAD p< TOTAL LOT AREA 106,1235F PROVIDE(1)VDIA.X4'DRAINAGE FOOLS 15QUAReMILE:ANDAREASPROTEGTEDBYLevEESPROMI%ANNUALGHANCEFLOOD. �`Y cp�� C� TOTAL UPLAND AREA 53,8355E ZONEX AREAS DETERMINED TO BE OUTSIDE THE OZ%ANNUAL CHANCE FLAODPLN P`o N. O�s JECT 3.ELEVATIONS ARE REFERENCED TO N.A.V.D.19B8 DATUM ppRO NEW DRIVEWAY EXISTING ELEVATIONS ARE SHOWN THUS: &,S N A` C©`y©�•C�- PROP05ED LOT COVERAGE F.FL -FIRST FLOOR A,V DRIVEWAY AREA=4200 Sr vi RESIDENCE 5,265 SF G.FL-GARAGE FLOOR � !- 4200SFX0.17=114142.2=17 ®• v M GARAGE 832 5F 4.MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE 191,190 GALLONS. PROVIDE(5)V DIA.X 4'DRAINAGE POOLS 1 TANK;10'VIA.&W LIQUID DEPTH DRIVEWAY APRONS 330 5F 5.MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE 15400 s4 R SIDEINALL AREA. - ry t�•� S c° WALK5 510 SF S LEACHING GALLEYS(8.5Sc4.W)7 HIGH 3 TOTAL 6,937 5F 12.9% PROPOSED 8'DIA.X 4'DEEP DRYNELLS Q PROPOSED FUTURE 50%EXPANSION GALLEY i ® ` PROPOSED 8.5X4.-WX2 HIGH LEACHING GALLEY % - SURVEYOR 1� ®PROP05ED 1,-150 GALLON SEPTIC TANK NATHAN T.CORWIN III PROPOSED b'DIA.X4'DEEP DRYNELLS ?n rt Ct0 PO BOX 16 NIT14 OPEN GRATES l''� 6.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD K 'Ale Q L G OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. a Q rt JAME5FORT,NY 11947 �'� 1.ALL EXISTING DWELLINGS NITHIN 1SW OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC,WATER v ,M 1, LICENSE NO.50467 366A % DATED DECEMBER 10,2016 d T wp4Ea11NE Z A c "? �! o PaOP O_ m T FOUND N� m-1 DY Zm NG.MOH• �.'✓_% _ J -l. WZ c O �s'y m� zm P05T8WIRE �••�. . ��" �� m -7� p � FENCE ��' •�• v. .-� Q� 1a In Z c 1 o• 5T HOL ,, �AQ�ivo� VACANT AND WOODEDin U in r FLAG E-8 - Oyu E:, J9,Q� •� 1 0 (1 11, v T > Poocoic API ON mapoE X a1 O p3'00" PNO� m G LV a s D BUI T µ� N1Twi) y V ilk Po m (NO wA 8 m X o ?� NJ c� . Ls t0 LP j- PFfO 02 a O FLA&E-T v 1 3 09� 0n 1012' Z LOC 10 ]23 y A �j,rY FLAG E-b p qA ' n N S ��S 1091;S6AGK \ oay ti ��I POST RE FENCE Nn N mQs BSLp,,N9 P110 •(C .-`/� ! 4ui FENCE F05 m m O o a ey��'v PNc,*� ,Z5. 168.00 0 p Q c �a Vol OI oy 1,, -Q0 SffRUBS 30!4A MEADON � VNO� �\�� in .� 81°05 00 A FLAG E-B CFO ,,d \ O DWEu'RRG TER WEST C REEK Sa Ub"PUBLIC ` G d w t,OTO PLAN I DESIGN I BUILD G� B PLAG P-4 b c A ��. so •tf:RL1NBl1^H FLAG E-3 ' q me DRAWIN65 ,AH1GN RpWoFT T11 WEST CREEK BUILDERS C% ' 450.00& PO BOX 256 �A FLAGS-2 NEW SUFFOLK, NY 11956 kv� 10.W HOUSE PROP05ED 5EPTIG 5Y5TEM DETAIL ISSUE/REV15ION5 EL.= FLAG E-1 (NOTTO SCALE) K PINI5HEII GRAVE FINISH 6RADE 02,06.19 y TEST HOLE ELEV.100' ELEV.B.T-a.a (N•T•5) yy D , II EL 9.0 1'MIN. P FLTW 5 V 1 03 o0 (TEST HOEON DUG Y McD 24O ALD G PMENCE CLEANOUT MIN.4'DLA. 161 PROJECT EL 9.0' 0' SEPT"G T GLEAN GRAYISH BROWN SANDY LOAM OL INV.EL APPROVED PIPE TANK GALLEY. GALLEY SAND 1000-105-011-13.1 0.S 82, min.PITCH 1/4'41'' INV min.PITCH 1/8'/1' O O N DOLLAR EL 6.0' INV,EL INV.EL.b.T 3400 LITTLE NECK ROAD BROWN SILTY SAND SM _ HIGHEST EXPECTED GROUNDWATER GUTGHOGUE, NY 111135 3' BOTTOM E 10' z - HI6H WATER OF EUGENE'S CREEK ELEV.1.T 3.T " - •01M,------------------------- ------------ ----------------- -- ------- PALE BROWN SILT ML s' BOT.EL 5.0, DRAWING PALE BROWN SILTY SAND SM 5EPTIG TANK(11 GROUNDWATER PER TESTHOLE S E (, ELEV.Oa' SITE PLAN PALE BROWN FINE SAND SP 1.MINIMUM SEPTIC, 6A TANK CAPACITIES FORA 6 BEDROOM HOUSE 161,T50 uON5. LEACHING GALLEYS(8) SITE PLAN EL 0.2' 1 TANK 10'DIA.3.5'LIQUID DEPTH 1.MINIMUM LEACHING SYSTEM FOR BEDROOM HOUSE 15 400 s4 R SIDEWAI-L AREA 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,0(4 0 AT 28 DAYS. 6 GALLEYS;7 DEEP,(8.5Sk4.15') SCALE: 1" = 50'-0" WATER IN PALE BROWN 3 ALL WAILS,BOTTO4ALL THICKNESS M AND TOP BE A 1 HIMUM OF 5'.A TOP 5HALL CONTAIN REINFORCING NG TOR 516TICKNESS OF 6- 0 N APPLIED ED FOOM RCE OF 500 psE 2 LEACHING GALLEYS RUG URES,SOLID OMES ANARE To BE D OR SLABS.OF REINFORCED CONCRETE(OR EQUAL) .. FINE SAND SP 4.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT. S.ALL COVERS SHALLBE OF PRECAST REINFORCED CONCRETE(OR EQUAL). S.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS N,TH A MAX TOLERANCE OF 96%PIMP) 4.A 10'min.DISTANCE BETWEEN LEACHING GALLEYS AND MTER LINE SHALL BE MAINTAINED. ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. ' S.AN II'min.DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC,TANK SHALL BE MAINTAINED. IT b.A 10'min.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ••%F�'FAPI`.ENT OF HEALTII iEf.N1..S D MOVE�/E f f' 1 - �':i,a-h111Y HECIOFNC2 J L/ I,.`1 31 SURVEY OF PROPERTY , AUG ;r1 SITUATE DDIODUIU_L M—1 H.S.Ref.No.9I0-t6-01M CUTCHOGUE n.e,PY: an;Ds9l aDds..,.TEappwfaaRisn59uh1t nEaHan haxaheBn ELUR,DDKO ELM. in5poctedanE/or<ertNed 6y lhis Department orother agen2iesaDd TOWN0v 50[II710E � TOWN OF LD found D hesen5f2Rory FOR A MAXIMUM OF a BECROOMS. SUFFOLK COUNTTYY,, NEW YORK �� S.C. TAX No. 1000-103-09-13.1 �� S�Q nz SCALE 1"=40' CRAIG KNEP PER,PE.,CHIEF JULY 17. 2015 7.2.17 ADD BM OFFICE OF WASTE MANAGEMENT JUKE JANUMY B,z01B I202 P TOWN 1RDI YID HOUSE EfAGG01C A RA .3,2022 RE101'TFD PROPOSm 110115E B. 2 2022 NO NONEDS SEPTIC CE 9UFFE4 JUHE 19.2022 REVISE PROPOSED SEPTIC iE®LYARY SY GPON AUOUST 22 20 fl R HOL 0GI03R 21.20 fOUHRON IDGbN 23.2024 AS MIT SUMEY WILS ON ROAD TOTAL LOT AREA v 106.723 BR.ft. 2.450 ac. UPLAND LOT MFA 63.6I3,a.tt. t.2N as Nlf, ANY, TNS,,BYN9RN TRUST COfP 695.56' L~ O 4 n YOB •y/ 4. 366.48 5 s .WaE 5� ,a.m,,,,, � �•�® 1 s� ',r,°°` ��,is�'�•-- � g Z r A r"YE ��„ x:� i .nn`.� ✓ d+ % LOT 1O_ - L� 81'03'00 E AVc U` tUL YIL \oo e ?...",. N \ D SET ACW q� t +{ �. spy 2 510M Y N VEELJ \ 1^y9gQga AL efRAWE OAWaE 0 O 2� JLc ' 9R4\ * • MY--_-___ Is O ',jam \\ Ak En AL AL ,S L0 4F TV IIL 1� OA moo o,\\\\ AAA 3LE MEADOW ,JIE E-5\ .o0�e y�\•cp" 0 5 81�03'00" w o 0 lz \ 2ll.. �.�a ° Nw r �\ 911A 21E AL ', �� yy -P AIL AI4 � U� 450.00' I o.'Op m AIL J TAB E-\ ( �O�•qG 'JI` 9hcAq LOT 2O •'�iy� .O �' \ � STD. � fUL E--\ q,Y•� yi L Of PRFPAnFO d ACCOIR•M[1nrN 1NC I0M1N S g1'03'00" � s`mE ulrO.,Rs Ar"'m rP�PR m woEs� YBE er T,¢xeY AIL m1E AsaaATwN or`ACQ NE 'IE OF EH,'I A4 ylP.ie`'TAFic'i0y�i= •i� p_ S*A- =Ci ice_ :030a61•lPJoi��.� AA LIINI S``Un.No.5.67 SEPTIC SYSTEM TIE MEASUREMENTS HOUSE USE lO TOS 5 µ0 A VG1AIC�N�N Nathan Taft Corwin III i�LOT NUMBERS SHOYM THUS:2,OIQ RETER TO CORNER❑A CORNER s�CSFarE TLW m TNC raT IaRE SrATC YAP OF MINOR SUBDIVISION OF PROPERTY OF DORIS PRICE MOEILER FOSTER SEPTIC TANK Land Surveyor RUE IN THE OFFICE OF THE CLERK Or SUrFov COUNTY OUTLET COVER 46' 21.5' TMEPE4 a Ms suRxT MYP NOr BFMNC ON YAY 21.1990 AS FILE No.8941 IFACNINO GALLEY VND S�—Al z?—w 58' 33.5' BHALL No(eE COxsOEWm Sutteasor To:Sfanle J.HORxn,Jr.L.S. 2.FLOOD ZONE INFORMATION TAKEN RIOM! COVER 1 TD BE A vAln TRUE can. Y FLOOD INSURANCE RATE MAP No.36103CO164 H LEACHING GALLEY M,A,L T J .1 A lq.pO LS. ZONE AC BASE FLOOD ELEYARDNS DRERIREEO COVER 4 77' 61•5' ONL TO T2 P�[RSDN Y ru.Sury -SuWW.ons-Ste Plana- C—Va Von Layout ]ENE K': ARFA9 Oi 0]K ANNWL CEYNtt iEOOP.ARKS Q 1)<ANNIML CIWlCE fL000 LEACHING GALLEY WNH AA—E DEPTH or LESS TNM I FOOT OR YATN DfU—OE ARElS 1E55 1XM COVER 5 B3.3' 36.3' llt,£ p¢1111mDN MAmµ µ PHONE(631)727-2090 F.(631)727-172] 1 SCUME MA[AND A PRGYROTED ftt LEVEES FROM IX MNWL C M FLOOD. TO E Assclsi3 a THE lEfa1BI0 aAR- MAILING ADDRESS LEACHING GALLEY 11ROx COTT9GlA1xB Axe NOT TPMSTFNBIE OFFICES LOCATED AT 20NE K: AO DETER..TO BE OUiSmE 116:0.21 MNEW.CHANCE FLODOPWN. COVER 1 823' 65.5' p t Pain Road P.O.Boa i6 TN[ElIST[Ha[OF RIGHT OF WAYS Jamea1586 Nay Tark 1194] JameaDA Nw Y.R 11947 AND/OR EASEMEM OF RECORD.IF ANY,NOT SHOWN Me NOT GUARANTEED. E-Nail:NCOIw'ai30aDl.com 3 Af�EfI D M,EN,T _ ARCHITECT I-2�— 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 Ao — i�n�n r - /,F'•\ °�� ......_..__.......',S1.�c.t.0 u.0 u,l:.i.:: ..._i,.l................_ ...u,.�ui.: ,. i a' ... ARMSTROiNG 1 SUSPENDED TILE j; CEILING /r ji,h. '}'YI 'I'I:,.I, t ',1�Ii r!��•i ,. :It :I,. I: �: ��`'"%,�;';';"`�,< I s.!..�.1...',..:.��\.�V',i ii.>�.iJ:;.�_.r.�..: ..:�..t.v..i,i..;.;ti.....r_i..:',uS..e..>,...v_'�„i.�<::'.l.i-i.J.:✓.,.,..'�.�.?; \ -'=;t,: ' � ......":....... . ..............._. \\ Ys M, I I A WSTRONG SU PENDED TILE II -- {( � ,II i CEILING 24"X4 'GRID PROPOSED FIN SHED EILING FEIGHT T BE 6' Ll - I 101 I STO RAG ........._. .....,...._...._. ............._..........y .. ........ _ ._..._._.... r - .. __...._.... _ ...._......T....i.. _. . . ... ¢ i I a I I < SECTION _-A SECOND FI-OOR PL 1 PERMIT REVISIONS 21 JANUARY 2025 SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" NO. ISSUANCE DATE RELEASES _. SEAL: V-D AIII C'voto A� O � 03242� yCQ' 0 OF IN F IN )� ' rll j :I ARMSTRONG !, SUSPENDED TILE CEILING e. 2 : I ,��t I �, ill '' � { +,i � ": Ili f � °' ��'•:�;�/:';,�n�., .�.r 11t�i+' ' " t 'v-�� I I i 1_ _'f.,kl li', l If I l I' u _' v v... —.I is I ':,\ � III � i , ,I l'' II'' PROJECT: \ li I I� i,:g jl I.IlAil 4 I - \4 Oakley Residence 1: ('I a II .II : I jr'.. ;K I. i ..............._._........................................ ..... .... ...... ......_._..... .. ...................................................__......._...............................__...__........_............. ........ -----------........... T , a r , c ¢< . , { ..,t a♦F!................ .. ....._........... .......................... ............_........................................_............ ..._.................................._..._..............._....._............_......._......._............._.._........_ .......... .................... ......................... .... .. .. ._...._ � w ..................................................... Chutch g Y I_- xa=,s.. ........__..... _ .......................................... . .. . . . _. .._........_......_...........................__....__............._...... I I. o ue N DRAWING NAME: GARAGE v to L SECT.10.N ......B SCALE: 1/4" 1 1-011 DRAWING NUMBER: DRAWN BY: SET: ),d 0 5' 10, 20' CHECKED BY: A SCALE: 1/411=1'-011 SHEET: PROJECT No 2ol Adom\/o, losik ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 I L JT. Af _ r. ErE�' � K- j ARMSTRONG SUSPEND DTILE CEILING=J I I lIl«� IIiJ001_ it I+A b+ - ARMSTRONG �h -- - ( SU PENDED ILE I CEILI G 24"X48"GRID PROP DSED FIN SHED ❑ ❑ _ CEILING F EIGHT T BE 6-11 ' p,M STORAGE SF 'f —CON D F I R PLAN- 2 PERMIT REVISIONS 12 AUGUST 2025 S_._ECO�O�I�_ 1 PERMIT REVISIONS 21 JANUARY 2025 SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" NO. ISSUANCE DATE RELEASES SEAL: ARCh�T �OP�G,YOL0324 pS��F� of N WI x4 ALL � ARMSTRONG — — — — SUSPENDED TILE = UP CEILING _;; \�� PARAPET WALL =J HANDRAIL PER ¢ NYS CODE PTD.GWB \\ I�(l l l l'l l l l l l�� fl l�l�iJ I l�l�l�l�l 1 1 1 lll�il :L II II DOOR �� _ I I GARAGE CONCRETE FLOOR i �ANDRAIL PER _ 'N S CODE EO i' 1 — j c i❑ I WORKSHOP PROJECT: I— — — — — — — — co - ao I _ PARAPET - j bo WALL Oakley Residence M _ I t WOOD TREADS _ - - PTD.WD.RISERS - - - - - - - - - - - - - - - - - - - - - Chutchogue, NY - - - 108X96 DRAWING NAME: AUG 1 8 2025 GARAGE FIRST FLOOR PLAN E30dlncy Department SCALE: 1/4" = 1 '-0" Town of Southold IL -CT ION SCALE: 1/4" = 1 '-0" DRAWING NUMBER: DRAWN BY: SET: n 0 5' 10' 20' CHECKED BY: SCALE: 1�4 =1-0 SHEET: PROJECT No 201 SITE DATA PROJECT DESCRIPTION NILSON ROAD SGTM# 1000-103-0q-13.1 -CONSTRUCT 264.4' X 52.q' 4 BEDROOM RESIDENCE 1N/ BASEMENT �{$�� r.�./L PROPERTY: 3400 LITTLE NECK ROAD -CONSTRUCT 23.4' X 3b' GARAGE GUTGHOGUE, NY 11g35I -STONE PATIO AND 1NALK1NAY5 A5 5HO1NN ON PLAN OWNER: EILEEN B OAKLEY Jr.�� F -TOWN OF SOUTHOLD WETLAND5 PERMIT#g3b3 Imo•"� .. Fa. . `�..��3�`l'� ZONING: R40 6 0 -NY50EC WETLAN05 PERMIT #1-4738-04644/00001 0 0 ��'-• sw "f'/e'.FIFY -NEW SANITARY SYSTEM A5 PER 5CDH5 APPROVAL R-10-1 b-0133 LOT AREA C5-1802 8 t` t ' ', -NEW UNDERGROUND WATER, GAS, AND ELECTRIC, UTILITIES TEMPORA 'y FF'O510N d c-- ri r r G RpL 51LT z TOTAL LOT AREA 106,123 5F t.Utah, c. oNT OF N � A5 REQUIRE 6q� FOR IT GNOUND GE x13.6- TOTAL UPLAND AREA 53,835 5F ,, ,n3. ,,..i, - ' TU f I ll. i'!0 FINAL �, r...A ___—_ - -3 N� ` t PROPOSED LOT COVERAGE __- G p (�!_,_ l-. ,• L 'STA ILrAD• ° �I.n•.• .,t•.-.. r M-. __- - _-.. � {i�` - EON TRCL ON RESIDENCE 3,554 5F F,t.L Gott.>I�i'_'+ , . ., ,,s . - .._._. v G ��"� ( rn n 0..11F'�P1�t E� d Q - .( - , Y r�r 11� �O` �l\� '� � N7 N E GARAGE q56 5F Y019K STATF �': ;� ",; `' rt c am" ----- - - f, STONE PATIO 520 5F Dy ,.,,„DN OR C,) !t'.L..rtt.. 0 -pz pNG.MO • � - - --�� - -'F; ,\ � f/}1�- \Jti pz y w U3 z ran P05T&WIRE G i0 "'.r 1-1 o - , - ' Q 4� iu p DRIVEWAY APRONS 445 5F �I _ - _ ,�;' "!� e..r rP _ \1 c ac FEND PROP' i� l �� i� e�� ' e�J LGTO �Q rn WALK5 310 5F C . L Vi ; , HALL CO,D��; O" _ Ne ; - o�� e� oo�Ev o d fJ:�W YUR!� STATE & TOWN CODES r� -------- FLAG E 8 P �0 TEST PiOLE -.1 �� VACANT AND W v rn TOTAL 5,785 5F 10.75% AS HL1UIRED AND COINDITIONS OF — TEMPORARY ER PR 05ED';pN O O A O � tCAL ry CONTROLMEASU pN 4x\ \ > `�� GONG. PR V D z S U RYEYO R tN5 ECrtON REQUIRED — v t t \Vr, \ \` URING GpNgTRAU LINE \ \ DW 7s� rn �•-� SDI IT,, " UI^.'�t Lft.",i�liV'�S�i�R� �� \I/,, p ND pR y 1pY$ L \\` \\. -� 10.8 m rn V NATHAN T. GORWIN III °03 00 SILTFENCEP \\`� , ` ' ', �' -, 1`► '\ ` `'` ` 102 0 ST P ti _�5 a1Vr, A �� \p . ;` Rp,GE NG o Sul!4 i L� "; 'T?' jTr 10 AGE' \ \ \\.\'„�, p 5E n N PO BOX 16 RrTMFN OH.,1 WATER R � ____�.� d.';.�,DEC ��' � �� .� ` ; . Y B�iLDi � PuR,�UANT u�Of�- JAME5PORT, NY 11 q47 TO CHAPTER 236 '� :._ _„ . �.. OF THE TOWN CO ► F r " !�"' ! 2E� FLA E l O \� �� \� �CON� 1TR�— - LICENSE NO. 50467 DE• I '°g; + `�r� \ '\b''�. � Y 01q e9tr• ?4 t,9.{ I^a-a \ \ N p � �� \ \ t -\,O\N Y; DATED JANUAR 8, 2 /.f. F� �� \\�\k y:: _ __ r ,� s� MO I G \ D _ - u.� rn (�' �-.I Rr ,:s�'t�,! y 11/r, �� . -- "�d`�.a ,►'a: r"'�i i O° �°o \ p5T& IRE FE o - O �o y CREEK AGGti55 ,gyp' -7, t _I,__ _FENS P rn rn O STORMNATER CONTROL _ Cl TN do �� o ca _, � Y = _-.� 1.2'S. rn \Ilr, all/,, a\I/,, T q P A 2 V�' PORARY EROSION '� ,�0 9 D 1$.. GE O _ o o� ti c v n „ <,- <_`_,c�Hy2UB5 OL SILT FEN OJ O O o - F s o o `.\ o Ou CONTR O -P CONSTRUCTION ACTIVITIES: .o O; �� MEADOW �Il �d o Two �GPeG� �s� f"z p y ° O — rn pFLAG E 5 G�� o o �I 5 (� ` O3 A5 REQUIRED O -P 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEASURES O "� � LIMIT OF GROUND o c yo� po 0 �'�, tic � D� � .,� � - (jl DI5TUR8ANGE 3 rn v F < c�` 2) DEMOLITION OF EXISTING STRUCTURES AND BUILDING COMPONENTS �'(� d %� � ti: 0 2 DWELLING TER CTI 3) EXCAVATION FOR NEW BASEMENT FOUNDATION TO DEPTH OF +/- 8' G 3 1 `• Gs opt y �� I O U5E5 PUBLIC WAWEST CKEEK BELOW FINISHED GRADE alb/r' u � \` �`�� o \ �� " n t) LOT ��/,, FLAG E 4 ��l�`, S, j c� _a -p 4) CONSTRUCTION OF NEW FOUNDATION AND PORCH STRUCTURES ``• - y ui: 7 - rn r3 � -P 5) CONSTRUCTION OF NEW RESIDENCE �� MNW> M \ \FLAG E-3 ��ti`, \ a m INS aVr, o ' r`� �=�-- �C'�, L � ,, s ., �- _ �,�,� r^ PLAN � DESIGN � BUILD 6) NEW SANITARY SYSTEM AND UTILITIES NW R a111r, MEAN N1C — � , ' ROW OF TR � I 7) CONSTRUCTION OF NEW SWIMMING POOL AND PATIO J-2 4150 00' b) INSTALLATION OF NEW LANDSCAPING PLANTS AND LAWN5 A5 REQUIRED =`-`��'= FLAG E-2 IIIr, DIE S I G N D RAN I N G S q) REMOVAL OF TEMPORARY EROSION CONTROL MEA5URE5 �('(� °` -�' !^+IEST CREEK � �► _------�� \`• EXISTING 11 -- 3O' M I N I M U M EXI5TING STORM WATER AND POLLUTION CONTROL MEASURES: 5, D \\ \ GROUND- -- -'� — PAVED ROAD Pip BOX 256 ,FLAG E-1 ��', �;;`;=',; -' ;t 4=�"_,� POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE ' \b STONE O� FILTER CLOTH }�� WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236, NOTES: REc�u. DG-;NGRETE--� �� EW 5UFFOLK, NY 11 q56 -STONE 51ZE=2" STORM WATER MANAGEMENT AND EROSION AND SEDIMENT �1°03,00„ ,^' -LENGTH=MIN.30' CONTROL MEASURES. Y , -THICKNESS=b" _ 631 734-8416 G, TE PLA 30 MINIMUM WIDTH= 12'MIN. Y -GEOTEXTILE FABRIC BELOW STONE " 1) PROTECT EXISTING VEGETATION TO REMAIN. SCALE . 1 = 30'-011 -MAINTAIN ENTRANCE THROUGHOUT CONSTRUCTION -INSPECT REGULARLY I N G I N E E R 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXPOSED DUE TO CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND GIONDON ENGINEERING, P.G. STRIPPED WITH TEMPORARY SEEDING. \, z 1 755 5165BEE ROAD E'g5TING 3) DIVERT RUNOFF WATER FROM CLEARED SLOPES AND MINIMIZE LENGTH — L AND STEEPNESS. SUPPORT(2 PER # E`I' GROUND ry FLARE ENTRANCE PAVED EXISTING MATTITUGK, NY 11 q52 ROAD 4) INSTALL ER05ION AND SEDIMENT CONTROL MEASURES AT PERIMETER STRAWBALES-INSTALLED SUPPORT STAKESCONTI � 631 2qa-1 qbb Y OF DISTURBANCE AREA PRIOR TO START OF CONSTRUCTION AND DOWNNLt PEST AGOF AINST (c S iNAX,SPACING DC}TER FABRIC C F E C FILTER FAE3RIC FENCE — MAINTAIN THROUGH PROJECT COMPLETION. 8'MIR 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. FLAN 6 RETAIN ALL RUNOFF ON SITE ACCORDING TO LOCAL REGULATION5. ( y ( FtLTERFAf3RICFENGE ISSUE/REI�ISIONS D RAI NAG E FILL COMPACTED SLOPE STABILIZED CONSTRUCTION 0q. 14.20 7) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. }r BACKFILL BAIL BIiVDI�$G b) CONTRACTOR 15 RESPONSIBLE FOR REGULAR MAINTENANCE AND ROOF AREA RESIDENCE & GARAGE �1 FLOW f � r� - EEf'41TRANCE INSPECTION OF ALL CONTROL MEASURES TO MAINTAIN PROPER : 510ENGE ROOF AREA = 3554 5F N.T.S. PERFORMANCE. 3 5F X 0. . .17 = 604/422 = 1431 x$9T]NC,GROUND r PROJECT �54 q) DISPOSE OF ALL SOLID WATTE AND DEBRIS ACCORDING A5 WELL A5 PROVIDE (4) b' DIA. X 4' DRAINAGE POOLS *USE 2°x2'x48"(t3M')WOOD OR (TEST HOLE DUG BY MCDONALD GEOSCIENCE � OAKLEY RE5IDENGE TOXIC AND HAZARDOUS WASTE ACCORDING TO LOCAL REGULATIONS. _ I C3ltIVALENISTEEL(UGfZTI$TAKES ON SEPTEMBER 24, 18 2:25PM) 01 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND GARAGE ROOF AREA q56 5F GRAYISH BROWN SANDY LOAM OL -`� 3400 LITTLE NECK ROAD 05' GUTCHOGU N DEBRIS CONTROL. 956 SF X 0.17 = 163/42.2 = 3.86 PERMANENT STORM WATER CONTROL =_� '?�'` ,� E Y 11 q35 11) CONTRACTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL PROVIDE (1) b' DIA. X 4' DRAINAGE POOLS BROWN SILTY SAND SM TYPICAL DRYWELL DRAINAGE RING MEASURES. 3' -- NOT TO SCALE -- �j PALE BROWN SILT ML � 1 _-� EAST SCALE NEW DRIVEWAY 5' —f CREEK DRIVEWAY AREA = 4g40 SF PALE BROWN SILTY SAND SM =III= 4g40 5F X 0.11 = b40/42.2 = 20 ,--I1= "-" 6' i ITS- � J . PALE BROWN FINE SAND SP I I J r CONSTRUCTION NOTES ®®® ® ® � ©�®® I�III , ROVIDE (5) 8 DIA. X 4 DRAINAGE POOLS -II- Ir-- I �. K i > JECT BAGKFILL W/ L1—ll ®®® ® ® � ® � �g® � EL. 0.2' � n GLEAN SAND - 8.8' i r- c.�;! _ JLRA I N G -PROPOSED SINGLE FAMILY DWELLING WITH BASEMENT AND DETACHED AND GRAVEL ®®® ® © �® _. 2',35'CTIO ' - ' III On® ® ® � � ® � n® =, TALLSEGTIONS � `fr � _ E l—i III- PH® ® ® ® � � no =1. GARAGE , , IIIIIIIIII Rn® ® � � I� � n® FIII�II WATER IN PALE BROWN y _-}^.rj / 1 SITE PLAN 15 TO BE EXCAVATED AND CONCRETE FOUNDATIONS ARE PROPOSED PROPOSED 8 DIA. X 4 DEEP DRYWELLS -ICI=rII ®®® ® ® ® ® ® ®® I-I11-,I " II=1_II= I_II-III- FINE SAND SP =III_- RIO� ® ® � � ® M® -PROPOSED DRAINAGE DRYWELLS TO BE EXCAVATED =lil=lir ®�® ® � ® � ®® ITI-iIi- �-- "''' h' r `r1 Lt^ty -IliI'I—!I =1 —�- J.�L, `•�•. d c mu -FILL TO BE FINE TO COARSE SAND A5 PER TEST HOLE / 24"MINIMUM TO GROUND WATER 17' f 1 j4,i 1�`� '� - \, gn• ."� a f(:' _ -AREA OF CLEARING/DISTURBANCE = 7,500 5F PROPOSED b' DIA. X 4' DEEP DRYWELL5 -- — — — — — — — — — — — — — — — — r - _ -NO TREES TO BE REMOVED OUTSIDE OF LIMIT OF CLEARING & WITH OPEN GRATES �. Y :V Tfi GROUND DISTURBANCE LINE A5 51HOWN EROSION & SEDIMENT TEST HOLE LOCATION MAP - CONTROL DETAILS N.T.S. N.T.S. N.T.S. GENERAL NOTES FRAMING NOTES DESIGN CRITERIA SQUARE FOOTAGE: 1608 5F GARAGE 1. THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION DOGUMENT5 15 RELATED TO BASIC DE516N INTENT AND FRAMING THE GONTRAGTOR 15 TO VERIFY ALL MEA5UREMENT5 IN THE FIELD AND ANY TYPE OF DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT A 0I5CREPANGIE5 ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR CONSTRUCTION: SINGLE FAMILY SUBSTITUTE FOR GENERALLY ACGGEPTED BUILDING PRACTICE AND TO CONSTRUCTION. CONVENTIONAL LIGHT FRAME COMPLIANGE WITH CURRENT NEW YORK STATE BUILDING CODES. WOOD FRAMING WOOD GON5TRUGTION 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL 1 . ALL LUMBER 15 TO BE NO. 2 OR BETTER DOUGLAS FIR LARCH (N) WITH THE WORK, MATERIAL, AND EQUIPMENT GOMPLIE5 WITH CURRENT FOLLOWING MINIMUM 5PECIFIGATION5: DE516N GRITERIA: i FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND FB = 825 P51 NY5 RESIDENTIAL CODE R301 .2.1 .1 AND UTILIZED METHODS AND PROGEDURE5 STIPULATED REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK FV = g5 P51 IN CHAPTER 2 ENGINEERED DE516N AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE 2001 STATE UNIFORM BUILDING CODE AND THE NEW YORK STATE FG PERP = 625 P51 AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL (2001 ENERGY CONSERVATION GODS. E = 1,600,000 P51 WFGM) FOR ONE AND TWO FAMILY DWELLING UNITS AND A5GE 1. 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR 2. ALL PARALLAM (P5L) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM SUPERVISION OR INSPECTION OF TH15 GON5TRUGTION PROJECT. 5PEGIFIGATION5: GROUND SNOW LOAD: 20 P5F 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRANIN65 - FB = 2,g00 P51 ROOF & ATTIC: 20 P5F L.L. DO NOT SCALE DRAWINGS. 15 FV = 2g0 P51 P5F D.L. 5. ALL GONGRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF FG PERP = 150 P51 15T & 2ND LIVING LEVEL5: 40 P5F L.L. 25 DAY STRENGTH OF 3000 P51. E = 2,000,000 P51 15 P5F D.L. 3. ALL MICROLLAM (LVL) LUMBER 15 TO HAVE THE FOLLOWING MINIMUM 6. DO NOT BAGKFILL AGAINST FOUNDATON WALLS UNTILL FLOOR WIND SPEED: 135 MPH ASGE-1 MWFRS-METHOD 2 SYSTEM INSTALLATION 15 COMPLETE. SPECIFICATIONS: SEISMIC DESIGN CATEGORY: B 1. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. FB = 2,600 P51 WEATHERING: SEVERE AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE FV = 285 P51 FR05T LINE DEPTH: 36" PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, FG PERP = 750 P51 TERMITE: MODERATE TO HEAVY EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. E = 1,g00,000 P51 DECAY: SLIGHT 5. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND 4. ALL PRE55URE TREATED LUMBER 15 TO BE MGQ NO. 2 OR BETTER SOUTHERN IGE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER DURING GON5TRUGTION. YELLOW PINE. q. CONTRACTOR SHALL OBTAIN ALL PERMITS AND IN5URANGE FB = q15 P51 NEGE55ARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. FV = q0 P51 10. CARBON MONOXIDE ALARM5 SHALL BE PROVIDED ON EAGH LEVEL FG PERP = 660 P51 AND IN BASEMENT WHEN APPLICABLE. SMOKE DETEGTOR5 ARE E = 1,700,000 P51 REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING 5. ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER AGGORDIN6 TO NEW YORK STATE BUILDING CODE. BOARDS ARE TO BE NAILED/BOLTED IN AGCORDANGE WITH THE WES CKEEK MANUFAGTURER'5 SPECIFICATIONS. 6. ALL TJ15 ARE TO BE INSTALLED IN ACGORDANGE WITH THE MANUFAGTURER'5 SPECIFICATIONS AND SHALL INGLUDE 5QUA5H BLOGKIN6 AND WEB - PLAN I DESIGN I BUILD STIFFENERS AT BEARING POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. 1. ALL STRAPS, CONNECTORS, PLATES, BOLTS, NAILS, ETC. ARE TO BE 12_E5IGN DRANINGS GALVANIZED OR STAINLESS STEEL. DESIGNATED GONNECTOR5, STRAP ETC. VNE5T GREEK ON THESE DRAWINGS ARE MADE BY 51MP50N UNLE55 INDICATED FOUNDATION NOTES OTHERWISE. ALL CONNECTORS, STRAPS ETC. ARE TO BE NAILED/BOLTED IN PO BOX 256 AGGORDANGE WITH THE MANUFAGTURER'5 SPECIFICATIONS. NEVI SUFFOLK, NY 11 q56 THE CONTRACTOR 15 TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY 8. ALL FLOOR SHEATHING 15 TO BE 23/32 INCH AG TYPE PLYWOOD, TONGUE AND DI5GREPANCIE5 ARE TO BE BROUGHT TO THE ENGINEER PRIOR TO GROOVE, WITH AN APA SPAN RATING OF 48/24. FLOOR SHEATHING SHALL BE 631 734-8416 GON5TRUGTION. GLUED AND 5GREWED TO THE FLOOR JOISTS ( 6" O.G. EDGES AND 12 " O.G. ' 1. ALL CONCRETE 4,000 P51 AFTER 25 DAYS MINIMUM. FIELD ). ENGINEER 2. ALL REBAR A5TM A-615 GRADE 60. q. ALL WALL SHEATHING 15 TO BE 15/32 INGH APA RATED EXP05URE 1 PLYWOOD 3. FOOTING5 ARE TO BE INSTALLED ON UND15TURBED VIR61N SOIL. THE AND SHALL BE NAILED WITH 10D COMMON NAILS 6" O.G. EDGES AND 12" O.G. GONDOLA ENGINEERING, P.G. BOTTOMS OF ALL FOOTIN65 ARE TO BE INSTALLED A MINIMUM OF 3' BELOW FIELD. GRADE UNLE55 INDICATED OTHERWISE. 10. SOLID BLOGKIN6 15 TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL 1155 5165BEE ROAD 4. REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT FLOOR JOISTS WITH SPANS EXGEEDIN6 8'. „ N1�TTITUGK, NY 11 q52 WINDOWS ARE TO BE INSTALLED 10 BELOW THE TOP OF THE FOUNDATION WALL. 11. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS.12. BLOCKING 15 TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 631 2qS-1 q86 5. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALL5 WITH WINDOW5 ARE TO BE INSTALLED 3" BELOW THE BOTTOM OF THE WINDOW OPENING. 13. WALL5 ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES OG 6. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENING5 UNLE55 INDICATED OTHERWISE. ARE TO BE SEALED/GROUTED. 14. ALL BOLTS NUTS AND WA5HER5 ARE TO BE HOT DIPPED GALVANIZED. aSUE/REVISIONS 1. THE FOUNDATION GONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND 01. 14.20 ELECTRICAL GONTRAGTOR5 RELATIVE TO INSTALLATION OF SLEEVES AND OTHER STEEL PENETRATIONS PRIOR TO POURING CONCRETE. 15. ALL STEEL 15 TO BE A5TM SPECIFICATION A-gg2-50 8. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND 16. ALL STEEL USED IN THE FIRST FLOOR FRAMING 15 TO BE GALVANIZED IN FROJEGT OTHER FLOOR PENETRATIONS. ACCORDANCE WITH A5TM SPECIFICATION A5TM A123 q. INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18' 17. ALL BOLTED GONNEGTIONS ARE TO BE MADE WITH A-325 BOLTS. OAKLEY RESIDENCE MINIMUM. 18. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE A5TM 3400 LITTLE NECK ROAD 10. FOUNDATION EXCAVATION 15 NOT TO BE BACK FILLED PRIOR TO THE SPECIFICATION A500. INSTALLATION OF THE FLOOR FRAMING. 1q. ALL WELDED GONNECTION5 ARE TO BE DONE BY A GERTIFIED WELDER AND GUTGHOGUE, NY 11 q35 11. BAGKFILL ALONG FOUNDATION WALL5 15 TO BE GLEAN MATERIAL AND 15 TO CONFORM TO AW5 AND A15G STANDARDS. BE MECHANICALLY COMPACTED IN 6" LIFTS TO q5010 OF MAXIMUM DRY 20. ALL WELD JOINTS ARE TO USE ElOXX ELEGTRODE5. DENSITY. 21. STEEL 15 TO BE PRIME COATED. ' 12. FOLLOW GOLD WEATHER CONCRETE TREATMENT RELATIVE TO ADD MIXTURES 22. 1/2" WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING .T.S IN ACGORDANCE WITH AGI 212.3R. USE AIR-ENTRAINING ADMIXTURES PER POINTS AND OVER ALL COLUMN SUPPORTS. A5TM G260, AA5HTO M154 OR WATER REDUGIN6 AND 5ET-GONTROLLIN6 ADMIXTURES 23. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1/2" BOLT5 AND PER A5TM G4g4, AA5HTO M 1q4 ONLY. DO TO WOOD GIRDERS WITH 1/2" LAG BOLTS. L RANING NOT USE CALGIUM GHLORID'E OR OTHER CORROSIVE TYPE ADMIXTURES. 24. ALL 61RDER 5PLIGE5 ARE TO BE MADE ABOVE GOLUMN5. NOTES f' Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018 , Pages 149 and 193) ° Joint Description Nail Spacing RAFTER ROOF NAILING 2.5 TOP PLATE Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist Simpson LSTA30 Rid Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap HEADER S each Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5- 16d each lap OR Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Simpson MTS30 Rafter Strap Blocking to Rafter(Toe nailed) 2-8d 2- 10d each end at each Rafter Tail Rim Board to Rafter(End Nailed) 2- 16d 3- 16d each end RAFTER .TOP PLATE WALL FRAMING Top Plate to Top Plate(Face-nailed) 2- 16d(1) 2-16d (1) per foot Top Plates at Intersections(Face-nailed) 4- 16d 5-16d joists-each side STUD Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud 3"No.8 Screws 12"oc Simpson H2A Hurricane Ties Bottom Plate to Floor Joist,Band Joist, End joist or Blocking (Face-Nailed) 2- 16d (1,2) 2- 16d (1,2) per foot at each Rafter Tail Framing FLOOR FRAMING Washer sTu Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4- 10d per joist (Typ ) BOTTOM Bridging to Joist(Toe-nailed) 2-8d 2- 10d each end PLATE Blocking to Joist(Toe-nailed) 2-8d 2- 10d each end 12" Blocking to Sill or Top Plate(Toe-nailed) 3- 16d 4- 16d each block PLYWOOD Ledger Strip to Beam(Face-nailed) 3-16d 4- 16d each joist RIMJOIST Joist on Ledger to Beam(Toe-nailed) 3-8d 3- 10d per joist Glass TOPE Band Joist to Joist(End-nailed) 3- 16d 4- 16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d (1) 3- 16d (1) per foot ROOF SHEATHING Plastic-Coated Simpson ST22 Strap Structural Panels(See Notes 4, 5 and 6) — Interior Zone 8d 10d 6"edge/12"field Glass Typical 2nd Floor Perimeter Edge Zone 8d 10d 6"edge/6"field Strapping Detail Gable End Rake with up to 1'Rake Overhang 8d 10d 6"edge/6"field 12"Plywood NTS CEILING SHEATHING Framing Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field WALL SHEATHING Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"fieLox ld Gypsum Wallboard 5d coolers 5d coolers 7"edge/ 10"field Washer . . (TYp.) --- - 3"No. 8 FLOOR SHEATHING ScrewsWEST 12"oc CKEEK Structural Panels 8d 10d 1"or less 6"edge/12"field Detail A-Typical Attachment of Plywood Openings Protection to Wood-Frame Building SIMPSON LSTA36 STRA (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall Note: In Lieu of Screws, Lugs with Nuts and PLAN DESIGN BUILD SIMPSON LTP5 be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge STRAP to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall Washers May be Used Simpson BP be used to maintain load path. Typical Wall and (2) For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be user;. Sill Strapping (3)Tabulated 12 inch o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0,49. Light D FE5 I G N D RAW I N G 5 (4) For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak ,the 4 foot Detail Wood-Frame ,^^ perimeter zone attachment requirements shall be used. Wall Y ` EST CREEK STRAPPING DETAILS (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. p N.T.S. (6)For wind speeds greater than 130 mph, blocking is required which transfers shear load to two additional rafters (3 rafters in PO BOX 256 total). SIMPSON SPH4 (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. NN S U F FOLK, NY 11 q56 STRAP 631 734-8416 SIMPSON LSTA9__A STRAP Number of }� I =Length of Beam Box Nails F I�4 G 1 1`4 E E R, See / et No Openings Open�ngs No Op/enings DAaII GONDON ENGINEERING, P.G. TYPICAL WINDOW AND DOOR M 1755 51G5BPE ROAD HEADER STRAPPING DETAIL � � EACH CORNER _ Plywood Openings Protection; MATTITUGK, NY 11 q52 N .T.S. Thickness Depends on Window Opening Width(I)rea 631 2q8-1 q86 available for openings ,TE TO 120 MPH CERTIFIED WINDOW INSTALLATIO1 MIN.DISTANCE Range of Web Openings D PANEL WINDOW AND DOOR PROTECTION F'ORY MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B LARGER THAN 11/2" 11/2"HOLE MAY BE CUT Along Length of Beam BUILDINGS 151JE/REY15ION5 NO FIELD CUT CANTILEVER ANYWHERE IN WEB OUT- HOLES IN IN SIDE OF HATCHED ZONE HATCHED ZONES DO NOT CUT OR Circular WIND-BORN DEBRIS PROTECTION 4.20 ❑ O NOTCH FLANGE. Range of depth of opening 6" 0 6 beam for openings 6" L 2XD D L 2X D 6 6 1 MINIMUM 2 MlMmUM 1/2"R(TYP.) (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE PROJECT HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN M AKLEY RESIDENCE TABLE A-END SUPPORT CANTILEVER REINFORCEMENT. F� Z'D MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT - 3400 LITTLE NECK ROAD JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 4" 5" 6Y" 7" 8�4" 11" 13" 2" 1 3" 1 4" 5" 6'/" 7" 13" GUTGHOGUE, NY 11 q35 9Y" 360 V-6" 2'-0" T-0" 4'.0" 6'-0" V-6" 2'_6" T-6" 5'-0" 5.6" 1 S2 W S3 W 11 K 560 V-0" V-0" V-6" T-0" 5-0" 5'-6" 8'-0" 1'4" Z-0" 3-6" 5'-0" T-0" T-6" 8'.0" d=Diameter of circular opening =D/3 14" 560 V-0" V-0" V-0" V-0" 2'-6" T-0" 6-0" 9'-0" V-0" V-0" V-6" T.6" 6-6" T-O" 9'.0" 10'-0" In= Height of rectangular opening =D/4 16" 560 V-0" V-0" 1'.0" V-0" V-0" V-0" T.0" 6'-6" 10'-0" V-0" V-0" V-0" V-6" 5'-0" 6'-0" U-0" 1V-0" 12'-0" W=Width of rectangular opening =DA S1 =Minimum distance to cl transverse member=D TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT or 12",whichever is larger. 1 �„tt� — 1 t MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT S2 OR S3=Minimum distance between openings based JOIST a ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE On larger opening =3 x d OR 3 x In OR 3 x w TJIO whichever Is larger DEPTH 2" 3" 1 4" 1 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 9 1/2" 2'-6" 3'0" 4'-0" 5'0" 8'0" T-6" 3'-6" 4'-6" T-6" 7'-6" Opening Size and Spacing a ci n g 260 3'0" 4'0" 5'6" 6'6" 9'0" 3.0 4'-6", 5'6„ 7,6„ 8,0, '^' 11 7/8' 1'-6" 3'-0" 4'-6" 5'6" 8'0" 8'6" 12'-0" 3'-0" 4'-6" 6'-0" F-0" 10'-6" 11'-0" 12'-0" Notes: A `l I N G 14" 560 1'-0" 1'-0" V_6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" V-0" 3'-0" 5'-0" T-0" 10'.0" 11'-0" 13'-6" 15'-0" 16" 560 1'-0" 1'0" 1'0" 1'-0" 2'-6" 3'6" 7'-0" 11'0" 15'0" 1'0" 1'-0" 3'_ 5'6" 9'0" 10'0" 14'-6" 16'0" 18'0" 1- This detail may be used for shop or field cut openings without G consulting the structural engineer Any opening outside these OTE S & D ETAI L5 RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. constraints must be approved by the structural engineer HOLE MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE, 2 All field cut openings must be cut with as smooth of edges as -KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. ` . possible and then ground to eliminate notches and irregularities .FOR SIMPLE SPAN(5'MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM 51ZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE J015T SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. TYPICAL BEAM PENETRATION DETAIL .DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL 5PECIFIER'5 GUIDE5. FOR OTHER LOAD CONDITIONS OR HOLE CONFIGURATIONS USE ILEVELO TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. N.T.S. 11111111 W_ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ALLOWABLEHOLES — TJI® JOISTS Professional Engineer,Architect.or Land Surveyor,to alter any item in any way.If an item bearing " the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. SQUAREFOOTAGE OARAG E 678 5 F NORK5HOP 280 5F EXTERIOR WALL W/SHINGLE 510ING 2 N D FL R. STORAGE 650 SF ON 30# BLDG. PAPER ON 50' PLYWD. SHEATHING TOTAL INTERIOR 1608 5 F ON 2X6@16" O.G. FRAMING (TYP.) PROVIDE R-1 q BATT INSULATION PER SPECS. 26 1'4" 23'-4" 1,-4„ GU N4828 X CLOSET I 3 9-1/2"LVL HDR. I ROOF BELOW m NORKSHOP I o a I SYNTHETIC SLATE SHINGLE TYP. 2X„JOISTS tu CONCRETE FLOOR :o % 2X6 R.R, (VAULTED CEILING)LJ N I IX _ _ Lu (! I I I ,(3)11-1/5"LVL RAFTERI (ml � u, o 26 STANDING SEAM ...1. 13' 15, METAL ROOF ry GU N4828 X _36X84 — —m vovryu m� 1II 1II �pJry=QI IIrIII (2)--q-1/--2"L Y--L.5 H)---TYR P. tIIIIII IlI IIIIIIII i -\° (3)1 1/u°o4o�" o�V'L HDR. ILD t Qz-. ry WEST. CKEEK Lu 0) @)tu 0) W Lu � J) w PLAN DESIGN BUILDKjj- z z =3oX64 > XCV x X- — - - - - - - - 2ESIGN DRANINGS LOOR C 12Xq (2) 2) ID -1 NEST CREEK o ry ryI 51MP50N PO BOX 256 GARAGE ro CONNECTOR5 w w CONCRETE FLOOR - - - - NEYSUFFOLK, NY 11g56(IT52.31/q dj 631 734-8416w Lu m w - D w v- I N � � Z z III I >IIX � �' � � w � O � w x `Z o Cn (Yl Z In W m- <- W LL p W LL ♦- Q� W C(1 Q ry ( \III W O W 0) � � u- � � p u- I � � O W U) am v O ; w ,� J § ,� W U- O LL W BJOIST ENCGINEER 25' 1" I cmv I cXv O O J p `n �O p N tu 2X6 R R, X GONDON ENGINEERING, P.G. 1755 SIGSBEE ROAD O (V CN 6 (2)q-1/2"LVL HDR. (3)11-1/8"LVL HDR. (2 q-1/2"LVL HDR. (3)1-1/4" YL HDR. MATTITU GK, NY 11 q52 GUDH-N61614 GUDH-NG4426 GUDH-NG1614 GUDH-NG4026 \ 631 2q8-1 q86 B R B Y 5'-1 1/2" 1'-10 1/2" T-10 1/2" 5-1 1/2" 26' 26'- ISISUB/RBYISION5 Oq - 14.20 PROJECT .FIRST FLOOR PLANPLAN. O�KLEY RESIDENCE 3400 LITTLE NECK ROAD SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" GUTGHOG U E, NY 11 q35 SCAL 1 /411 = 1 ' GARAGE FLOOR PLANS GARA SCALE : 1/4" = 1'-0" Al 'tea. i r , I ROOF 5YNTHETIG SLATE ROOF 5HIN6LES TYP. "v •` I I ' I 5 I �:'• I WORKSHOP I :�. I 1 12 GONGRETE FLOOR 1,2 .: 4" THK. POURED 1 i 1 3/4� m CONCRETE SLAB I I STANDING SEAM I " I W/6X6, #10/#10 WWM I -.� I METAL ROOF 8"X16" POURED CONC. FOOTIN& L- - - - - - - - - - - - - - - - - - - - - - -� LL, SET ON UNDISTURBED 501L W/(2)#5 r �.. I CONTINUOUS REBAR 5 �12 5 �;• .,12 4 . 8" THK. POURED GONG. I 1 FOUNDATION WALL W/#5 REBAR I I I WEST @36" O.G. EACH WAY W/36" 5PLIGE I I I I CKEEK 3 W/LIQUID APPLIED DAMPROOFING m 1 4 I I v 12 - I .: I I 1 � 812 8 41 DESIGN PLAN BUILD � I I (2)#5 CONTINUOUS REBAR I I GARAGE TOP OF WALL I GONGRETE FLOOR I I DESIGN D RAN I N G S I I I WEST GREEK 5/8"X 12"ANCHOR BOLTS @ 25" O.G. I I I I ry AT 8' END ZONES AND 29" O.G. AT I I I I GUTTERS r 0 BOX 25G' INTERIOR ZONES W/3X3X3/16" I 6"HALF ROUND GUTTER N EY�I S U FFOLK, NY 11 q56 METAL WASHER I '.� I I I FREEDOM GREY COATED COPPER 12" FROM EACH CORNER I I I i #20 REGAL BAR HANGER N1 ROD& NUT #2 ROUND DOWN5POUT5 631 734-8416 4" THK. POURED I I 12 12 CONCRETE SLAB 1 I ry e 2 4 s W/6X6, #10/#10 WWM 6 I I I I ENGINEER I •�� I I I I CONDON ENGINEERING, P.G. I I I 1155 SIOSBEE ROAD I I I 12 12 MATTITUGK, NY 11 q52 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6312g8-1g86 26' IS,SUE/REVISIONS 0q. 14.20 PROJECT is FOUNDATION PLA ROOF ELOOR OAKLEY RESIDENCE ` 3400 LITTLE NECK ROAD SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" GIUTGHOGUE, NY 11 q35 1 /4" = 1 ' GARAGE FLOOR PLANS GARAGE n P,. SCALE : 1/4" = 1 '-011 i ROOF PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING EXTERIOR TRIM GABLE TRIM DETAIL TYP. PROVIDE CELLULAR PVC TRIM AS NOTED LEAD COATED COPPER HEAD FLASHING PROVIDE CELLULAR PVC CASED BEAMS & 5" GROWN MOULD GOLUMN5 AT PORCHES 2 1/5" FASCIA 2 1/2" X 6" CORNICE BOARD UPPER EAVE TRIM SOLID GROWN 5" GROWN MOULD CUSTOM BRACKETS 7 1/4" W X 6" H X 1'-4 1/2" L 2 1/6" FASCIA I . I ILT 2 1/2"X 5" CORNICE BOARD WINDOW TRIMFT SOLID GROWN 1 1/2"X 7 1/4" HEAD CASING BOARD W/ 1" 51DE EXTENSIONS AND 50LID GROWN ROOF OVERHANG ry 5/4 X 5 1/2" JAMB CASING STANDING SEAM BOARD TYPICAL AT WINDOW5 METAL ROOF W/ 2' - 0"WIDE OR LE55 CUSTOM BRACKETS 5/4 X 7 1/4" JAMB CA51NG p BOARD AT WINDOWS WIDER r THAN 2' - 0" � � PROVIDE PRE-PRIMED SHINGLE SIDING IN FIBER CEMENT ON FARMHOUSE SILL & BED MOULD ® WRB SPECIFIED BY MANUFACTURER. TYPICAL AT WINDOW5 ® 5/5 SHEATHING ON 2X6@16" O.G. FRAMING W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR SHINGLE FLARE WES E CKEEK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLAN I DESIGN ( BUILD EAST ELEVATION DESIGN DRANINGS SCALE : 1/4" = 1'-0" NE5T CREEK PO BOX 256 ROOF PROVIDE SYNTHETIC, SLATE ROOF SHINGLES ON NEVN 5UEEOLK, NY 1 1 q56 MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DEGKING ON 631 734-8416 2X10@1&' ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE VENTING -NC71NEER EXTERIOR TRIM GONDON ENGINEERING, P.G. PROVIDE CELLULAR PVG TRIM AS NOTED GAE!LE TRIM DETAIL TYP PROVIDE CELLULAR PVC, GA5ED BEAMS & LEAD COATED COPPER HEAD FLASHING 1155 5165BEE ROAD COLUMNS AT PORCHES 5" GROWN MOULD 2 1/5" FASCIA M TTITUGK, NY 11 q52 UPPER EAVE TRIM - % 2 112" X 6" GORNIGE BOARD 631 2q8-1 q86 5" GROWN MOULD SOLID GROWN 2 1/8" FASCIA I I T T I= CUSTOM BRACKETS 7 1/4"W X 6" H X 1'-4 1/2" L 2 1/2" X 5" CORNICE BOARD 50LID GROWN WINDOW TRIM 1C25UE/REVISION5 1 1/2"X 7 1/4" HEAD GA51NO BOARD W/ 1" SIDE EXTEN51ON5 AND SOLID GROWN Oq. 14.20 ROOF OVERHANG 5/4 X 5 1/2" JAMB CASING STANDING SEAM BOARD TYPICAL AT WINDOWS CN METAL ROOF W/ -� 2' - 0" WIDE OR LESS CUSTOM BRACKETS 5!4 X 7 1/4" JAMB CASING OAKLEY RESIDENCE SIDING BOARD AT WINDOWS WIDER 3400 LITTLE NECK ROAD PROVIDE PRE-PRIMED SHINGLE THAN 2' - 0" SIDING IN FIBER GEMENT ON WRB 5PEGIFIED BY MANUFACTURER. FARMHOUSE BILL & BED MOULD GUTGHOGUE, NY 11 q35 5/8 SHEATHING ON 2X6@16" O.G. FRAMING TYPICAL AT WINDOWS W/ BATT INSULATION SHINGLE FLARE DETAIL AT 15T FLOOR SHINGLE FLARE SCALE 1 /4" = 1 ' � - � _ DRANING- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � -1� GARAGE ELEVATIONS G A RAWEST El EVATIO GE SCALE : 1/4" = 1'-0" _�Y SCALE : 1/4�► = 1 �_0 GABLE TRIM DETAIL TYP. LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 2 1/8" FASCIA 2 1/2"X 6" CORNICE BOARD ROOF 50LID GROWN PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON CUSTOM BRAGKET5 7 1/4"W X 6" H X 1'-4 1/2" L MANUFACTURER SPECIFIED UNDERLAYMENT ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE RAKE TRIM CONTINUOUS RIDGE VENTING LEAD COATED COPPER RAKE FLASHING UPPER SAVE TRIM 5" GROWN MOULD I I I 1 11 5" GROWN MOULD EXTERIOR TRIM 5/4 X q 1/4" RAKE BOARD 2 1/8" FASCIA PROVIDE CELLULAR PVC,TRIM AS NOTED 2 1/2"X 8" CORNICE BOARD PROVIDE CELLULAR PVG GA5ED BEAMS & 50LID GROWN COLUMNS AT PORCHES WINDOW TRIM 5/4 X 7 1W' JAMB GA51NG ® GUTTERS BOARD AT WINDOW5 WIDER Hill6" BERGER HALF ROUND THAN 2' -0" FREEDOM GREY COATED COPPER 11111 Hill #20 REGAL BAR HANGER W/ ROD & NUT FARMHOUSE SILL & BED MOULD #2 PLAIN ROUND DOWNSPOUTS TYPICAL AT WINDOWS _ ROOF OVERHANG 5TANDIN6 SEAM EE[I Ell EE] EE11 METAL ROOF W/ ROOF OVERHANG CUSTOM BRACKETS STANDING SEAM METAL ROOF W/ CUSTOM BRACKETS LLLL SIDING Tm B PROVIDE PRE-PRIMED 5HINGLE PTUA SIDING IN FIBER CEMENT ON WRB SPECIFIED BY MANUFACTURER. Lj Ij Ll u I 1 2- _1 5/5 SHEATHING ON 2X6@16" O.G. FRAMING --- SHINGLE FLARE / W/ BATT INSULATION 5HINGLE FLARE DETAIL AT 15T FLOOR i WEST EEPOURED CONCRETE FOUNDATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PLAN I DESIGN I BUILD NORTH ELEVATION. DESIGN DRANINGS SCALE : 1/4" = 1'-0" Y4E5T CREEK PO BOX 256 GABLE TRIM DETAIL TYP. N EN 5 U F EOLK, NY 11 q56 LEAD COATED COPPER HEAD FLASHING 5" GROWN MOULD 631 134-8416 2 10' FASCIA ROOF 2 1/2" X 6" CORNICE BOARD PROVIDE SYNTHETIC SLATE ROOF SHINGLES ON 50LID GROWN MANUFACTURER SPECIFIED UNDERLAYMENT CUSTOM BRAGKET5 7 1/4" W X 6" H X V-4 1/2" L F-N CG 1 N EE p I� ON 3/4" PLYWOOD DECKING ON 2X10@16' ROOF RAFTERS. PROVIDE CONDOM ENGINEERING, P.G. CONTINUOUS RIDGE VENTING RAKE TRIM 1 155 51O5BEE ROAD LEAD COATED COPPER *� UPPER EAVE TRIM RAKE FLASHING MATTITUCK, NY 11 q52 EXTERIOR TRIM 5" GROWN MOULD -� 5" GROWN MOULD PROVIDE CELLULAR PVG TRIM AS NOTED 2 1/8" FASCIA 5/4 X q 1/4" RAKE BOARD 631 2q8-1 q86 PROVIDE CELLULAR PVG CASED BEAMS & 2 1/2"X 8" CORNICE BOARD COLUMNS AT PORCHES 50LID GROWN ------_ - 155UE/RE1/I5ION5 NINNDOW TRIM GUTTERS I L ® - BOARD 0q. 14.20 6" BERGER HALF ROUND W/ 1" SIDE EXTENSIONS AND SOLID GROWN FREEDOM GREY COATED COPPER 5/4 X 5 1/2" JAMB GA51N6 #20 REGAL BAR HANGER W/ ROD & NUT / ' BOARD TYPICAL AT WINDOW5 PROJECT #2 PLAIN ROUND DOWN5POUT5 2' - 0" WIDE OR LESS Hill DAKLEY RESIDENCE E 5/4 X 7 1/4" JAMB CASING SIDING BOARD AT WINDOW5 WIDER 3400 LITTLE NECK ROAD PROVIDE PRE-PRIMED SHINGLE THAN 2' - 0" SIDING IN FIBER CEMENT ON ® ® CUTGHOGUE, NY 11 q35 WRB SPECIFIED BY MANUFACTURER. _ FARMHOUSE 51LL & BED MOULD 5/5 SHEATHING ON 2X6@16" O.G. FRAMING ® I T77 I F 1 1111111 1 1 lTq TYPICAL AT WINDOWS W/ BATT INSULATION 5HINGLE FLARE DETAIL AT 15T FLOOR , --5HINGLE FLARE 1 /4 = 1 ' DRANING L- - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GARAGE ELEYATION5 GARA tt- �e SCALE : 1/4 - 1 1-011 SOUTH ELEVATIO SCALE : 1/4 = V-0 i I ut' ut' KIVC7t 2X10 OUTRIGGER RAFTERS @16"O.G. r m , iv in TOP OF PLATE � r- CA ry TOP OF 2ND FLOOR 5U5FLOOR TOP OF PLATE TOP OF PLATE v- TOP OF FOUNDATION TOP OF FOUNDATION 8"THK. POURED GONG. 4" THK. POURED CONCRETE FOUNDATION WALL W/#5 REBAR m 5LAB W/6X6, #10/#10 WWM r @36"O.G. EACH WAY W136" SPLICE TOP OF FOOTING m W/LIQUID APPLIED DAMPROOFING - - - - PROVIDE CONTROL JOINTS - TOP OF FOOTING------------- - 8"X16" POURED GONG. FOOTING SET ON UNDISTURBED SOIL W/(2)#5 (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 5/5"X 12"ANCHOR BOLTS @ 25" O.G. AT 8' END ZONES AND 29"O.G.AT INTERIOR ZONES W/3X3X3/16" METAL WASHER 12" FROM EACH CORNERWEST CKEEK ,` SECTION A, SCALE : 1/4" = 1'-0" PLAN I DESIGN BUILD DESIGN DRANINC75 NEST GREEK PO BOX 256 TOP OF RIDGE NEN 5UFFOLK, NY 11 q56 - - - - - - - - - - - - - 631734-8416 IGINEER TOP OF PLATE CONDON ENGINEERING, P.G. BTM. OF HEADER - — — — — — — — — — m 1755 51O5BEE ROAD MATTITUCK, NY 11 q52 m 631 2q8-1 q86 TOP OF 2ND FLOOR 5U5FLOOR — — TOP OF PLATE � �C !CJU��YICJIONGJ TOP OF PLATE BTM OF HEADER Qq, 14.20 oil ❑ PROJECT m m - i— ° _ OAKLEY RESIDENCE TOP OF FOUNDATION TOP OF FOUNDATION 3400 LITTLE NECK ROAD GUTGHOGUE, NY 11 C135 8"THK. POURED GONG. _ CA �r lz 4" THK. POURED CONCRETE FOUNDATION WALL W/#5 REBAR m 5LA5 W/6X6, #10/#10 WWM r @36"O.G. EACH WAY W/36"SPLICE m / TOP OF FOOTING W/LIQUID APPLIED DAMPROOFING PROVIDE CONTROL JOINTS TOP OF FOOTING SCALE — — 8"X16" POURED GONG. FOOTING 1 /411 SET ON UNDISTURBED SOIL W/(2)#5- (2)#5 CONTINUOUS REBAR CONTINUOUS REBAR TOP OF WALL 5/8"X 12"ANCHOR BOLTS @ 25"O.G. ' AT 8' END ZONES AND 29"O.G.AT D RAY `^' i I N G INTERIOR ZONES W/3X3X3/16" GARAGE SECTIONS METAL WASHER 12" FROM EACH CORNER ECTION B GARA SCALE • 1/4" = 1'-0" SCALE : 1/4 = 1 -0 ; - --- ELECTRICAL LEGEND -0 SURFACE MOUNTED LIGHT LM RECE55ED CEILING LIGHT �-O WALL MOUNTED LIGHT kO DUPLEX RECEPTACLE KC DUPLEX RECEPTACLE - HALF SWITCHED kV DEDICATED RECEPTACLE M QUADRUPLEX RECEPTACLE EXHAUSTFAN EXHAUST FAN W/ LIGHT 5WITGH B 5WITGH 3-WAY ® FLOOR RECEPTACLE GUDH-NG4022 GUDH-N51614 GUDH-NG4426 CUDH4,461614 Z B R B - - - ill 1 17 I / Er" I_ �� 1II 1 1 1 1 1 11I 1 WESTCKEK \- -BOX84= I / I I I I \ LAN DESIGN BUILD / I?_E516N DEAN ING5 ul \ I V z I I I z A l l �� X - NEST GREEK � I 1 1 �} I I I Jx ! z PO BOX 256 I1 - - - - - - - - - - - - - - - I 1 � \ - - / �- - - - - - - - - - - NEN 5UFFOLK, NY 11g56 - - - - - - - - - - � — I I �� 631734-b416 1 1 i i i �� , — — -ENGIN ER IX GONDOLA ENGINEERING, P.G. wP I I 3bX a I I 1755 SIGSBEE ROAD MATTITUGK, NY 11952 108X96_ I L --.._....--GUDH-NG4022 �E 631 2qb-1 qbb I �V I M z L _ J xn MOTION — — — N ACTIVATED y ✓IJUE/REV151ON5 X Oq. 14.20 PROJECT FIRST ELOOR ELECTRICAL PLA SECOND FLOOR ELFCT" ICA JrD A i v _L OAKLEY RE51DENGE SCALE : 1/4" = 11-011 SCALE : 1/4" = 11-011 3400 LITTLE NECK ROAD CUTCHOGUE, NY 11 q35 1 /411 DIRrrWING GARAGE ELEGTRICAL PLANr-1ARA &ro .Jf SCALE.. 1 11 ,1/411 1= -0