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HomeMy WebLinkAbout50342-Z �o��,oF soulyo<o Town of Southold * * P.O. Box 1179 53095 Main Rd coutHm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45706 Date: 10/29/2024 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 3310 Little Neck Rd Cutchogue, NY 11935 Sec/Block/Lot: 103.-9-12 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/11/2024 Pursuant to which Building Permit No. 50342 and dated: 02/14/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory shed/storage building as applied for. The certificate is issued to: Daniel Oakley,Eileen Oakley Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50342 09/30/2024 PLUMBERS CERTIFICATION: Auth rize S'gnature o�suFFot,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY y�01 `la° 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#: 50342 Date: 2/14/2024 Permission is hereby granted to: Oakley, Daniel 3310 Little Neck Rd- Cutchogue, NY 11935 To: construct accessory shed/storage building as applied for per DEC approval with flood permit. At premises located at: 3310 Little Neck Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-9-12 Pursuant to application dated 1/11/2024 and approved by the Building Inspector. To expire on 8/15/2025. Fees: ACCESSORY $395.00 CO-ACCESSORY BUILDING $100.00 Flood Permit $150.00 Total: $645.00 Building Inspector o��OF SO!/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Oakley Address: 3310 Little Neck Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 50342 Section: 103 Block: 9 Lot: 12 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 Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Shed X INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4, Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: 100AQ Sub Panel 20 Circuit/4 Used Notes: Acc. Shed Inspector Signature: ate: September 30, 2024 3310LittleNeckS hedElectric O � of SOUIyo� _ TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND At & [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & .CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tu q, I ��- -�v n v.e,. DATE •a -a INSPECTOR OF soOryO� J V a I O` S 5 /U L►f // /L /V w► .. TOWN OF SOUTHOLD BUILDING DEPT. �ou 631-765-1802 INSPECTION J [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE&'CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A ELECTRICAL (FINAL) [ ] ,CODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: r nuA 0 L Y Aju ovwi� lot DATE INSPECTOR ho�a0F S0UjyOlo LJ� � � �� Lt 4 1 Ajie,� # • ,# OWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION. [ ] FOUNDATION 1 ST/ REBAR [ ] .ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE_& CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [: ]` FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]. PRE C/O [ ] RENTAL REMARKS: �amod 5 1►� S� �- 5 er V I ce v ril ciocir'S-, DATE It 2 INSPECTOR - - r Big- all- { .� s� ;° • � sty �,� �+ y .� � � ••i�Ya � 2 R � a• f ' e t. r k do t�lt6 .4. —,,,nI6 +y 4 - r _ A Jft U� �► AD t14 ADI a� r �33NI ADVANCE► r t`. i .A 1. 't « 4 a i k Lim � �+ •` t IND 00 aw AL n wr. r = „rirr 6 FIELD INSPECTION REPORT DATE COMMENTS77 {� V ! 'C om FOUNDATION (1ST) — --- - --- ------------------------------------ - --- ^ C cn FOUNDATION (2ND) -- - z ,Z &elo CA ROUGH FRAMING& — - a W PLUMBINGEN INSULATION PER N.Y. STATE ENERGY CODE - -----J��0-1 t FINAL _ c ADDITIONAL COMMENTS O 100= I< lo 7 q 7S- o rn (6 . •e z �o�S°FFo[K�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P..O.Box 1179 Southold,NY 1197170959 goy • o�� Telephone.(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnYov Date Received APPLICATION FOR.BUILDI.NG PERMIT For Office Use Only- PERMIT 56 � N0. Building Inspector: JQN 1. 1 P 024: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an YA77 Owner's Authorization form(Page 2)shall be completed. ,�,,.r �u,• ;-. w.. Date: OWNER(S)OF PROPERTY: Name: SCTM#s000-Co3 Project Address: :33j� G:r � ./V �G�i e- _/) Phone# . 7 9 SZ �Z. Email: ! Mailing Address: ®VCR CONTACT PERSON: Name; Mailing Address: . Phone#: Email: . DESIGN PROFESSIONAL INFORMATION: Name: P Mailing Address: 5'li t L `. Phone#: (o_'�,>jp (i� _S3 Email: CONTRACTOR INFORMATION: Name: Mailing Address: � 1�L\-e 3 C Z�� l b 3{o Email:Phone#: w --,fi--. DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑.Addition DAlteration ❑Repair RIDemolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes 00. Will excess fill be removed from premises? ❑Yes o 1 . PROPERTY INFORMATION Existing use.of property: �' ��G �i'' Intended use of property:�/�$r GrP.r22� Zone or use district in which 'remises is situated: . Are.there any cove ,nts and restrictions with respect to r t�lQ this property? es ❑No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water"issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted �By(print name): // G� � /. (]Authorized ent f�bwrier J Signature of Applicant: Date: �/ JOHN OLSZEWSKI .STATE OF NEW YORK) . NOTARY PUBLIC, State of New York $S: No.4898051:. . COUNTY OF c F Qualified in Suffolk County . Commission Expires July 13;. 6 2 `7 t L NEA;�".1 f;1_uc—w being duly sworn,deposes and says that.(s)he_is the,applicant (Name of individual signing.contract)above named, (S)he:isthe WAIC_� . (Contractor,Agent,Corporate Officer;etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file.this application;that:all statements contained in this.application are true to'the best of his/her knowledge and.belief;and- that,the work will be performed iri the.manner set forth i6 the.application file therewith. Sworn before me this 1�T*-,day of �b����CS-v). 20 N tary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at do hereby authorize to apply on. my.behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date :Print Owner's Name. . 2.. Sl1fFOr,t Opp. TOWN OF SOUTHOLD—BUILDING DEPARTME 2 p �1 f1 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY �7 0 9 11 U l5 o o� Telephone (631) 765-1802 htt s://www.southoldtov nn . F E B 1 4 2024 Floodplain Development Permit Applicati9,q,,,, TdA' ",'I C'4 1, eta PROPERTY.INFORMATION:.FlooclZone:AE (EL 6) FIRM Panel:86103COl 64 H SCTM#l000-f68-9-12 Address:3310 Little Neck Rd. city:Cutchogue zip:11935 CONTACT PERSON: ' Name:Adam Volosik Architect Phone#:(631) 806-2537 Mailing Address:528 South Harbor Rd. Southold NY 11971 PROJECT DESCRIPTION: Demolition of a shed and the proposed construction of a new shed. SECTION A:STRUCTURALAEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity 8 Residential(1 to 4 families) 9 New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑ Manufactured Home ❑Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration(attach description) ❑ Excavation (not related to a structured development) ❑Other development not listed (specify): By signing below-)agree to the terms and conditions of this permit and certify to the best of my knowledge'thd information contained in this application is true and accurate.I understand that no work may start"until a,permit is issued.The permit maybe revoked if any . false statements are made herein. If revoked,all work must cease until permit is re-issued. Development.shall not be used or occupied until.al Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Otherpermits maybe required to fulfill regulatory requirements.Applicant gives consent_to local authority or representative to make reasonable inspections to verify compliance.:. Application Submitted By(print name): s7t;1 f;�VI-T— Signature of Applican . - Date: GoPK Glenn Goldsmith,President �dF S®�/r� Town Hall Annex ® 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski 11 Southold,New York 11971 Liz Gillooly �s Elizabeth Peeples ® Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10418A Date of Receipt of Application: July 7, 2023 Applicant : Daniel C. & Eileen Oakley SCTM#: 1000-103-9-12 Project Location: 3310 Little Neck Road, Cutchogue Date of Resolution/Issuance: July 19, 2023 Date of Expiration: July 19, 2026 Reviewed by: A Nicholas Krupski, Vice-President Project Description: Demolish an existing 24.4'x24.4' garage. 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 site plan prepared by Adam Volosik, dated June 23, 2023, and stamped approved on July 19, 2023. 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. s This is not a determination from a y other agency. ` A Nicholas Krupski, Vice- resident Board of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION laacility DEC ID 1-4738-02894 PERMIT Under the Environmental Conservation Law ECL Permittee and. Facility Information Permit Issued To: Facility: EILEEN B OAKLEY OAKLEY PROPERTY 3310 LITTLE NECK RD 3310 LITTLE NECK RDI1000-103-9-12 CUTCHOGUE,NY 11935 CUTCHOGUE, NY 11935 (704) 904-5252 DANIEL OAKLEY 3400 LITTLE NECK RD CUTCHOGUE, NY 11935 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD;NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 713.241 NYTM-N: 4543.294 Latitude: 41°00'46.7" Longitude: 72°27'50.8" Project Location: 3310 Little Neck Rd, SCTM# 1000-103-09-12 Authorized Activity: Demolish existing garage and construct a new shed. All work must be done according to the plans by Adam C. Volosik, last revised 11/15/2023 and stamped NYSDEC approved on 12/21/2023. (VAR) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-02894/00003 New Permit Effective Date: 12/21/2023 Expiration Date: 12/20/2028 Page 1 of 6 Is NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � l+acility DEC ID 1-4738-02894 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:MARY A MACKINNON, DEPUTY REGIONAL PERMIT ADMINISTRATOR Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3 09e Authorized Signature: IV, Date Distribution List PATRICIA C MOORE Bureau of Marine Habitat Protection File Victoria Reed 1 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 1. 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. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they 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. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02894 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 Adam C. Volosik, last revised I l/15/2023 and stamped NYSDEC approved on 12/21/2023. 4. Concrete Leachate During construction, no wet or fresh.concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter Any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. 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. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. 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. & 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. 9. 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. 10. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit, modification, amendment). I I. Clearing For Boardwalk The ground area cleared for construction of a path or boardwalk is limited to a maximum width of six feet. The path or boardwalk itself is limited to a maximum width of four feet. 12. Bulkhead.Decking No portion of the decking or boardwalk shall extend seaward of the bulkhead sheathing. 13. 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. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02894 14. 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. 15. 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. 16. 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. 17. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, 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. 18. State May Require Site Restoration If upon the expiration or revocation of this permit,the 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. 19. State Not Liable for.Damage The State of New York shall in no case be liable for any damage or injury to the structure 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. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-02894 ��GE�NER�ALONDITIONS �App�lytoALL Authorized Permits: I. 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 pemiittee 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, issuance of this permit does not modify, supersede or rescind 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. Stich 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. Submission of Renewal Application The permittee must submit a renewal application at least 30 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; 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; Page 5 of 6 N1EW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02894 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 OSI,IGA'I'IONS 77�1 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 terns 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 E: 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 responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Ttem 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 BUILDING DEPARTMENT-Electrical Inspector TOWN Of SOUTHOLD n 4 \ Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 ; ro err southoldtownny gov a seand1a southoldtownny.t'ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: ' J S elec,-1-r i L C Electrician's Name: r• 5c'-(c'c-c License No.: �9 3 d In Elec. email: or -Fa v, Elec. Phone No:63 �2 994545 request an email copy of Certificate of Compliance Elec. Address.: 10( 5t)ha i h U ( l 9 - JOB SITE INFORMATION (All information Required) Name: Address: 340 L- It 9 :3 Cross Street: 5tLo 6,s o+ Phone No.: BIdg.Permit#: 50 3'4 z email: Tax Map District: 1000 Section: Lo J Block: 02 Lot:l-7, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): S�►�� i `boo -��' �/w Square Footage: oa Circle All That Apply: Is job ready for inspection?: YES❑NO Rough In �Final Do you need a Temp Certificate?: E] YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect[]Service Reconnect[]Underground[]Overhead #Underground Laterals D1 2 El H Frame Pole Work done on Service? M Y RN Additional Information: PAYMENT DUE WITH APPLICATION 5-03 41 Z PERMIT# Address: Switches At Outlets+11---- GFI's Surface �ll Sconces �� H H's UC Lts Fridge HW POOL Panel . Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPADisc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps I' Have �W, Used L— f Comments 16 I 150' 13 15 1 14 \MON.LAND I \\ �11 11 - 1 -� 8 10 r — _ OVERHEA WIRES_\��- N/F F _ PEGGY SCHWARTZ 4 9 \ \— _ - \\ — 1 �' — — W.M. -- 5 6 \ T \ WATEF LINE.—..— \R I U.P�16 -- TK. CONIC SLA ALK PIPE Z1 41.9' 2 3 � vo�,.):1.:`.-..••:..-:..•:.•. II O wm v \ \1 \ \ \ IEDGE / \ ow '0' /ZONIX GF129Nv ��Q / \ 15o 4o 15.6' 1�3 Ul isa.a 00 IOWEXISTING "i 0I STY F /FEV I I 1 I \\ I b I 1 DWELLIINNGE m TO REMAIN o':•_:-:•_:':•:• I I I 1 11 1 I FFL 14.0 15'WIDE NON-TURF BUFFER 1 Z0.2%ONE �XHANCEI 1 III 11 �10.1 v':•:•:•:' 24.0' 0 F•is� ❑/ I ANNUA�FLOOD I 1 1\ 11 16 SST.fUw oEGK_ 5 \ \ `- (6 1 \ 11 PROPOSED SILT/EROSION \1� GEDCANAL o CONTROL FENCING / // / I I �� ORED F \ LIGHT POLE /ZONE AE(EL 6) /, \ $ ON g....... ,q`� / PROPOSE6SILT/EROSION CONTROL FENCING/ 24.47 / / i 11 I U.P. o' EXIST.DECK TO BE / / / / / - \ cr REMOVED GE 1 l / �l 12 I f•vma••• 1 G R MAIN'> 10 TO 35N —i— \ 7 - — `3 LAND N/F OF - EILEEN OAKLEY ——_ RELEASES WETLANDS FLAG PER s Q�oPOP Rco<0Cyl \ NATHAN CORWIN LAND SURVEYORS SURVEY DATED:OCTOBER 21,2022 ` 9�F°32427 Q'F' FOR NEW Vn -- _ GEOTE)MUE Oakley Lot Coverage FABRIC I"� r WOOD OR METAL House 2-5 sf 1 r SUPPORT POSTS ONISVO BY*T 24 SX 61S NMoaoonos 0NV SNOISN31XB 301S.L/M OB ONISVO OV3H"4R L X.Vt I. 1 112"X 7114"HEAD CASING BD W/1"SIDE EXTENSIONS AND SOLID CROWN 514 X512'JAMB CASING i 'ROOFING TO MATCH _i....—_ I I ROOFING TO MATCH EXISTING HOUSE I _ _ EXISTING HOUSE 12 I I 12 1 t T 4 B..• TRIM BEAVE I ^- •-- ��-+,•:•1 TRIM 8 EA E DETAILS TO MATCH 1 L'_:...,: A Y.�'' - DETAILST MATCH • �. _ _ _ HOUSE EXISTING OUSE ' i I f(STING , 11/CX71ld'HEAD.CASING BD -.W/1'SIDE EXTENSIONSAND�__— - 'SOLID CROWN l I ,j 1 VT 71/4'HEAD CASING BD HARDIE SHINGLE SIDING 5/4 X7{l4'UAMB CASING `I' i ` W/1"SIDE EXTENSIONS AND I i._..__.,.,_ STRAIGHT EDGE PANEL 1� SOLID CROWN ! I i I 1 I i i' i HARDIE SHINGLE SIDING COLOR 70 MATCH •� 'r 'r O © 514 X7114'JAMB CASING -' - I I I i,l I "-tit'; STRAIGH1 EDGE PANEL EXISTING HOUSE J_� _ �_ "v Y .I.l .! COLORT MATCH O Ji. _ I 1 rl! EXISTING OUSE i! Ep FARMHOUSE SILL 6 BED MOULD I FLOOD VENT `FLOOD VENT e rc+nsm eum,rvc FER.vr OS EE&t11Mv]az. FNC 7 ]E SEPfEMBEfi M]S FM aFPPWnlS E]0]] 3 AT]ORNEYPEv,EW fLENl FEVIEW ]SRGPM1 M]] W. 4SIV.3ICE WTE RELEASES 1 SOUTH ELEVATION WEST ELEVATION sE-L ZEREOg9 1 SCALE:lfr-T-P 2. SCALE:114'-T.W e�GP p}A C.vo�O y A N� 9jF�J2427 Q+F Op NEW�( 1 1/2'X 71/4'HEAD CASING BD W/1'SIDE EXTENSIONS AND 1 12"X 71/4'HEAD CASING BD SOLID CROWN W/1"SIDE EXTENSIONS AND 5/4 X51/2"JAMB CASING SOLID CROWN 514 X512"JAMB CASING j ROOFING TO MATCH ROOFING TO MATCH i EXISTING HOUSE I 1 I �_ EXISTING HOUSE i _ i I iiI I I : 121 8 TRIM 8 1EAV DETAILS ING HOUSEE _ _ 'DETAILSTOMATCH - _— : 1�2 (EXISTING HOUSE EX( EXISTING ��',- � FF0.1ECf s Oakley Residence rl h., ! HARDIE SHINGLE SIDING 1 1 I STRAIGHT EDGE PANEL 112'X 71l4"HEAD CASING BD ';11..1_ •I '•1 COLOR TO MATCH I t g - -- Ii --- W/1'SIDE EXTENSIONS AND - i I Al r EXISTING HOUSE _ I _ IDINGTO•MATCH •' I-L SOLID CROWN (1r i11�. II _ b •(EXISTING HOUSE I' r .� I I I (5/4 X7 1/4'JAMB CASING �.1 1 `I I -I J. Churchogue,NY I - I sA I FLOOD VENT SHED ELEVATIONS ABBREVIATIONS SYMBOL KEY Division #4: Carpentry/Wood/Steel: Division #5: Roofing: Division #1 2: Electrical: @❑ AT MIN.❑ MINIMUM WALL CONSTRUCTION AdamVolosik Division #I : General Requirements: ACOUST.❑ ACOUSTICAL MISC.❑ MISCELLANEOUS The following General Notes shall apply to all sections and divisions of the Rough Carpentry/Wood: Roof Shingles: I All work shall conform to and be in accordance with all applicable codes A.D.❑ AREA DRAIN MTD.❑ MOUNTED CONSTRUCTION ABOVE ARCHITECT Specflcations, to the Working Drawings and to the entire project. g Including Fire Underwriter's Specifications. Provide Fire Underwriter's ADJUS.❑ ADJUSTABLE MTL.D METAL I All framin shall be done in accordance with the latest edition of National I Roofing: Shall match the existing roofing material. Install per manufacturers Approval for all required stages of construction. A.F.F.❑ ABOVE FINISHED FLOOR #❑ MATERIAL , „ DENOTES DIMENSION TO FACE OF 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 I The contractor shall furnish all labor, materials, equipmznt and services Design Specfication for Stress Graded Lumber and Its Fastening" as published recommendations. Submit actual sample of roofing for Architects approval. 2 Furnish and install a l Ilght and power wiring services, equipment, conduits, ALUM.❑ ALUMINUM N.A.❑ NUMBER -� FINISH, ROUGH OPENINGS(WINDOWS) necessary and required to complete all work described in and implied by by the National Lumber Manf. A55o. OR DOOR SIZES these specifications and Working Drawings. 2 Ridge Vents: Install Ridge Vents by Cor-A-Vent or approved equal/ low outlet boxes,junction boxes, pull boxes, floor boxes, wiring devices, dimming APPROX.❑ APPROXIMATE N.LC.❑ NOT APPLICABLE 2 All lumber materials used in the building shall be good, sound, dry material profile/cover vent#V-400/c5 or approved equal. Also provide as Indicated devices, and cover plates for a complete working system. ARCH.❑ ARCHITECT,ARCHITECTURAL NO.❑ NOT IN CONTRACT �+}� 2 In order not to delay the work, the contractor shall order all specficed free from rot, large and loose knots, shakes, and other imperfections whereby gable end vents. BLDG.❑ BUILDING N.T.S.❑ NUMBER DENOTES DESIRED ALIGNMENTS OF APPM AS NOTE1�materials and fabricated Items with sufficient lead time as to ensure the proper the strength may be Impaired and of sizes indicated on the drawings. 3 Lamp all fixtures at completion of job. FINISHED SURFACES OR ELEVATIONS sequencing of the work. Roof Flashing/Gutters/ Leaders: BLK.❑ BLOCK O.C.❑ NOT TO SCALE DAT �}(?3 All work and workmanship including Walling, blocking, bridging, etc shall 4 Furnish and Install all required wiring and electrical connections to all HVAC BLKG.❑ BLOCKING O.D.❑ ON CENTER3 The standards Indicated shall apply to the work except when applicable conform to State / Local Code Requirements. I Roof flashing, including all hips and valleys, shall be aluminum coil flashing. Equipment, Appliances, and all other Electrical Devices supplied by the other BM.❑ BEAM O.H.❑ OUTSIDE DIAMETER DENOTES CENTERLINE UNLESS FEEBY;governing codes or regulations are more restricted, in which case such codes All work shall be in accordance with the roofing manufacturers trades. OTHERWISE SPECIFIEDand regulations shall govern the work. 4 Provide Ledger, Blocking, Nailers and Rough Framing Hardware as required. recommendations. BOT.❑ BOTTOM OPP.❑ OPPOSITE HAND t� 631-7NOTI28ATO 4PM FOR H B.P.❑ BUILDING PAPER PERIM.❑ OPPOSITE 631-765-1802 8AM TO 4PM FOR THE 5 Provide and install empty conduit lines and Junctions as directed in field by FOLI-Oi"1!N(j INSPECTIONS' 4 In general, manf. recommendations and installation Instructions shall be 5 Unless other wise noted, all lumber for roof and floor Joists and other 2 Gutters shall be installed matching the existing house, using max lengths owner/architect. Leave a drag wire in all such areas. BSMT.❑ BASEMENT PERP.❑ PERIMETER followed for all materials Used in this project. structural members shall be Douglas Fir Larch No. 2 or better with min. possible with min number of joints. Gutters to be pitched to drains. B'TWN.❑ BETWEEN PG.❑ PERPENDICULAR 1 SECTION/ELEVATION NUMBER 1 {�'Il+tf" '�NI- rW(�REQUIRED P,..:.;c PD�'n�J(;RETE FB-1 500p5i and E-1 .7 psi and shall bear visible grade stamp. G Electrical Fixtures/Devices/ Etc. Provide and Install ail recessed electrical CL ❑ CENTERLINE PL.❑ PAGE AO' 2. ii?�:; I D 5 Checking and Scaling Drawings: The contractor shall veil all dimensions 3 Roof gutter drains shall be match the existing house with strainer basket fixtures, devices, etc. All decorative fixtures and sconces to be provided by DRAWING SHEET NUMBER 1-h"iiNG& PLUMBING shown on the working drawings and will be responsible for the correctness of G All beams,Joists and rafters to be set with natural crown up. and all other required accessorized. Drains shall be as manufacturerd by owner. CAB.❑ CABINET PLUMB.❑ PLATE the setting e the "work". The contractor shall not "set"work by"scaling" the Josam Company or approved equal. CER.❑ CERAMIC PLYWD.❑ PLUMBING 3• , CON drawings. He will follow dimensions rather than scale. All dimensions shown 7 Provide double Joists and headers around all roof openings and parallel 7 Coordinate work and locations with owner/architect. 4. Fii C - PLFT FC-C ON MUST CL.❑ CLOSET PR.❑ PLYWOOD DETAIL NUMBER pI=C(;itvr,PLr r�_ FC," C O walls unless otherwise noted on plans and details. 4 All re wired leaders from utters shall be 4" and shall be attached to ALL ("`1NSTRi;i1 :�iz `,; to be "verified" or "confirmed" shall be verified In the field. p q g CLG.❑ CEILING P.S.F.❑ PAIR A0. -WALL MEET THE building face with appropriate copper fasteners. Leaders shall have cleanouts 8 All wiring shall be run concealed, except in basement area. G All work shall be inaccordance with all applicable building codes and 8 Unless otherwise noted provide a (3) 2x 10 minimum header where rough and be attached to dry well system and or pipe to dayhte. Match existing COL.❑ COLUMN P.S.L❑ PER SQUARE FOOT DRAWING SHEET NUMBER REQ;I STA4Er�hi is i")F R , �:ONSi LE NEW I'I' ` `'F ` .air �� regulations of the governing town rind state. The contractor shall not do any opening does not exceed 3'-0". typical gutter and Jeader system. 9 All work under this section shall include cutting necessary to install the CONC.❑ CONCRETE P.T.PT❑ POUNDS PER SQUARE INCH YORi, STATE. Ie41 ,;. :,';�Ir3LE FOR work which is in violation of these codes. electrical work and to make same come together with the work required under CONST.❑ CONSTRUCTION PTD.❑ PRESSURE TREATED EXTERIOR WINDOW/DOOR NUMBER DESIGN OR COfNO;R',),„01+- C-I3RORS 9 Plywood 5ubfioor N/A Division #G: Sealants/Flashing: other operations involved in the construction. All cutting shall be done in a CONT. CONTINUOUS P.V.C.❑ PAINTED O 7 The working drawings and 5pCCI-:1catlon5 are to be considered as neat workmank like manner. cooperative. Any work showen in the drawings, but not described in the 10 Material used for wall and roof sheathing (where required) shall be APA CPT.❑ CARPET QTY.❑ POLYVINYL CHLORIDE specifications, or visa-versa, or any work within the limits of the drawings and reated sheathing 5/8". Index stamp shall be visible on all sheets. All edges Sealants: 10 Cleaning: All equipment installed shall be wiped clean of all dust and CTR.❑ CENTER RD QUANTITY O INTERIOR DOOR NUMBER COMPLY WITH ALL CODES OF specifications, 15 to be considered as part of the contract and shall be shall be supported on 2x blocking. Nail material at G o.c. at panel edges and debris. All temporary stickers, labels, and markings, shall be removed before C.V.G.❑ CLEAR VERTICAL GRAIN R.D.❑ RADIUS, RISER NEW YORK STATE &TOWN CODES executed by the contractor. 1 2" o.c. at intermediate supports; with GE) nails,allow 1/8" spacing at panel I One part silicone sealant, in color as selected by owner, at all exterior final acceptance. D.❑ DRYER REFRIG.❑ ROOF DRAIN AS REQUIRED AND CONDITIONS OF ends and 114" spacing at panel edges. All work shall conform to the frames in contact with cement, plaster, concrete, wood, etc. and at joints <1 }- WALL CONSTRUCTION TYPE 11 recommendations of the American Plywood Association. and locations noted on drawin s. I I . Contractor is to verify existing service and report to owner/architect DIA.❑ DIAMETER REINF.❑ REFRIGERATOR v� + vie �� 8 The contractor shall be responsible for debris removal. g prior to performing any it all work. Verify existing electrical service Is adequate DIM.❑ DIMENSION REQ'D.❑ REINFORCING Si 11 6 OAR D 9 The contractor shall be responsible for all the methods and means of I I Unless otherwise noted,joist hangers, framing anchors, rafter anchors, 2 Filler: Filler material shall be closed cell, compressible, resilient, free from for new electrical installation. DN.❑ DOWN RF.D REQUIRED Construction necessary and required for carrying out the work. and cross bridging shall be minimum 18 gauge prime galvanized steel as tar, asphalt, oil, or other foreign substances. Filler shall be approved ELEVATION DESIGNATION ABOVE 1 'I -LU iiiiv Ins TEES manufactured b TECO, Simpson, or approved equal. Special nails as supplied expandedpolyethylene form in rod shape. D.S.❑ DOWNSPOUT RM.❑ ROOF DATUM UNLESS OTHERWISE SPECIFIED Y p pp a p pp p p YS&DEC 10 The contractor shall provide and execute all shorings,jackings, bracings, by manufacturer shall be used for required nailing. DWD DISHWASHER R.O.❑ ROOM JUI L etc. required to accomplish the work. The contractor shall be responsible for 3 Caulking primer shall be non staining primer as recommended by the caulking DWG.❑ DRAWING SCHED.❑ ROUGH OPENING AXIS NUMBER � the design and execution of these Items. 12 Provide "x" bridging or solid blocking 8'-0" minimum o.c. bottom ends of compound manuf. E.I.F.S.❑ EXTERIOR INSULATED FINISH SYSTEM SECT.❑ SCHEDULE CENTERLINE AXIS 11 bridging shall not be nailed until after subfloors and partitions above are constructed. Flashing: T ELEC.❑ ELECTRICAL SHT.❑ SECTION Division #2: 51te-work/ Excavation/Septic System/ Uti ity Connections: ELEV.❑ ELEVATION SIM.❑ SHEET ELECTRICAL OCCUPANCY Its i-/A NCY OR 13 Wood plates and sill in contact with concrete foundation walls and I All building flashing indicated and required shall be aluminum Coll flashing. EQ.❑ EQUAL SPEC.❑ SIMILAR � Site Work: concrete slabs shall be pressure treated. EXIST.❑ EXISTING SQ.❑ SPECIFICATIONS LEGEND J _ ����� US IS UNLAWFUL 2 For other flashing and waterproofing materials see details. F.D.❑ FLOOR DRAIN S.S.❑ SQUARE _ i Landscaping: The contractor shall do those things indicated on the plans 14 All pressure treated wood shall be "ACQ"or approved equal. j� p, and necessary to the carrying out of the construction work. He shall protect 3 The contractor shall provide pan flashing and counterflashing at all FIN.❑ FINISH STD. STAINLESS STEEL "'MITI {OUT CERTIFICA-` from damage those Items which might be harmed by his work. All plantings 15 All joists, beams, trusses, or rafters, which are flush framed, shall be penetrations of roof and exterior walls at windows and door heads and at FLOUR.❑ FLOURESCENT STL.❑ STANDARD \\�\\�\\�\ EARTH DO NOT PROCE 'D WITH \ , _' :� 1 !NJTIL SURVEY, close to the construction will be protected from damage. Provide and spread connected with approved type galvanized metal Joists or beam hangers. door sills and at all other areas indicated and required by good construction. FLR.❑ FR�,1 OF OCCUPANCY FLOOR STOR.❑ STEEL OF FG''i + 'Fi; 1N OCATIQs�•. grass seed in disturbed areas and areas indicated on the Site Plan. FLSG.❑ FLASHING STRUC.❑ STORAGE if "'^' HAS BEEN APPROVED; ° I G Provide a minimum of two studs at end of all beams and headers if no 4 Elastomeric Flashing: Provide and Install Elaston is Flashing as manuf. by , `'',`. ',-�`,`..' CONCRETE 2 Site Preparation: The contractor shall organize the storing of materials/ posts are specified on Structural Plans. WR Grace and Co or approved equal @ Roof Eaves as indicated and all valley/ FT.0 FOUNDATION SW.0 STRUCTURAL .t';. tools/etc and the placement of debris containers in an orderly and neat roof Intersections for a min of 3'-C" coverage each side of break. FT.❑ FEET, FOOT SW.❑ SUSPENDED manner as approved by the Owner. The "work areas" shall be kept clean and 17 Inflitration Barrier (Membrane): Provide and Install Henry BlUeskin SA at all n >1i .7('';• r,t r neat at the end of the work day. p p T❑ SWITCH ►r Fir R�TAlId $TQP .4 G.�.. ?� exterior walls and as per manufacturers s CCIflcations. GRAVEL �t CT c'rlox ��," sting Division #7: Exterior Windows and Doors/ Interior Doors: GA.❑ GAUGE TEL.❑ TREAD � I �.! � ' r �n�t,�tl�r�, r��n , �cl or PI,RSU�'�T TO C'f 3 Staking and Layout: Before starting the new work, the contractor shall 18 All bolts shall be made from steel which satisfies the requirements of G.C.0 GALVANIZED T&G❑ TELEPHONE 0� TI'IE ��iti°''N �� G.C.❑ GENERAL CONTRACTOR T.O.❑ TONGUE AND GROOVE � t"CPa!t"C� "€,��� %° ° ' stakeout the new work and investigate the foundation conditions. He shall A5TM-A307-8GA"Standard Specificaton for Carbon Steel BGlts and Studs, I All windows and doors shall be Andersen 400 Series. Installed per STEEL to C it .,.. verify final locations and conditions with the Owner and the Architect before G0,000p51 tensile strength". Bolts shall be- inserted in holes with a diameter manufactures recommendations. G.W.B.❑ GYPSUM WALL BOARD T.O.C.❑ TOP OF proceeding. I/I G" larger then the bolt diameter. The end distance, edge distance, and H.B.❑ HOSE BIB T.O.S.❑ TOP OF CONCRETE of the Tl?1,Lt C spacing of bolts shall be as shown in the details. 2 Contractor shall confirm and check all RO Sizes, Frame Sizes, etc. prior to BATT INSULATION Excavation and Grading: ordering. HDWR❑ HARDWARE T.O.W.D TOP OF STEEL 2 BUILDING PERMIT 02 202 1 PRICING 26 SEPTEMBERTEMBER 2023 11 10 All lag screws shall be made from steel which satisfies the requirements of HEM.❑ HEMLOCK TYP.❑ TOP OF WALL I Investigate foundation conditions of construction, to see if they meet ASTM A307-8GA. Lag screws shall be Inserted in lead holes as follows: 1 . 3 Interior and Exterior Wood Trim/Casing RIGID INSULATION NO. ISSUANCE Trim/ Extension Jambs/Sills/etc. HORIZ.❑ HORIZONTAL, T.P.❑ TYPICAL DATE assumed conditions. The lead hole for the shank shall have the same diameter and depth of shall be supplied and installed by the contractor as required. Profiles/ Details H.M.❑ HEAT MIRROR VERT.❑ TOILET PAPER DISPENSER RELEASES penetration as the shank„ 2. The lead hole for the threaded portion shall to match existing submit samplesH.V.A.C.❑ HEATING VENTILATION&AIR CONDITIONING W.❑for Architect approved. VERTICAL 2 Excavate for foundations as required by plans, details, and job conditions. have a diameter equal to 112 the shank diameter and a depth equal to the All footings shall rest on undisturbed soil, a minimum of 4-O below grade. length of the threaded portion. 4 The contractor shall supply and install all Interior Doors as per plans. The I.D.❑ INSIDE DIAMETER W/❑ WASHER GYPSUM WALLBOARD SEAL: :,:,..:... Provide all labor and materials as per details. contractor shall supply and install all hardware as selected. Hinges shall be IN.❑ INCH, INCHES W.C.❑ WITH "" `f '''" 4` 20 See Typical Wall Details and Specifications and other Details for other included. All interior doors shall be as Manf by Simpson, architect shall INSUL.❑ INSULATION, INSULATED WD.❑ WATER CLOSET �°j��M CD��Cy/ 3 Provide New Underground Footing and Basement Drains as indicated on requirements and materials. I ' • approve prior to ordering. Provide cut spec for approval. INT.❑ INTERIOR W.H.❑ WOOD BLS MASONRY Q4i�Q4� C� Drawings and/or required by code. Provide Site Drainage/Dry Wells/ Etc. as LAM.❑ LAMINATED WIND.❑ WATER HEATER indicated. Structural Steel: 5 The contractor shall provide rough openings/casing trim/stone saddles/ 5/4"jambs, etc as required. All doors shall be painted. LAV.❑ LAVATORY W.W.M.❑ WINDOW t 4 Provide for all temporary Utilities, Water, Electrical, Telephone, Cable TV, I All steel shall satisfy the requirements of the following L : ® BLOCKING Well Line, etc. as required. A) Structual shapes, tees, and plates, ASTMA992 B) Pipe ASTM POUND EI WELDED WIRE MESH a ® FRAMING MEMBERS A50 I-84 L.F.❑ LINEAR FOOT X❑ WITHOUT 5 Grading: Backfill and grade around foundations and slab work as required C) Square and Rectangular Tubing ASTM A500-84 Division #10: Painting and Finishing: LVR.❑ ❑ LOUVER YD.❑ INDICATES TIMES OR BY 03 an as indicated on Plans. Foundation backfill shall be PLYWOOD 1�. 242"I (�¢� ` by job conditions d MAX.❑ MAXIMUM YARD placed, compacted, and puddled n layers 12 inches deep. 2 All members shall have their surfaces prepared as follows: General MECH.❑ MECHANICAL LAMINATED VENEER LUMBER �F NEW A) Remove all visible oil and grease using solvent cleaners before hand or ® MFR.❑ MANUFACTURER G Strip topsoil from areas to be excavated, stock pile close by, and reinstall power tool cleaning. I All colors shall be as selected by the owner. Samples for all colors, paints, on top of all disturbed, filled and backfilled areas at the end of construction. B) Remove all loose miill scale and rust using hand or power tool wire and finishes shall be prepared by the contractor for the owners approval. All ® FINISHED WOOD brushing. trim to have a gloss finish. All walls and ceilings to have a flat finish. 7 Furnish and spread approved fill as required by backfiiling. C) Remove all dirt and dust by brushing or vacuum cleaning. D) Apply shop paint or rust preventative coatings as specifled. 2 All painting and finishing shall be performed and all surfaces prepared for GENERAL NOTES: " O0�Z® E 8 Septic System: N/A painting and finishing manf. recommendations strict accordance with m recommendations and r� 3 All steel members, except as noted, shall receive one shop coat of paint to specifications. All new surfaces and altered existing surfaces shall be properly COMPLY WITH CHAPTER "46 9 Well/Water: N/A a minimum dry film thickness of 1 .5 mils. The paint to be used shall satisfy the prepared to receive the finish. 1.)ANY ERRORS, OMMISSIONS, OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS FLOOD DAMAGE PREVENTION requirements of the Steel Structures Painting Council. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. SOUTHOLD TOWN CODE. 10 Utility Connections: The contractor shall provide all labor and materials 3 The following Is a list of approved manf.: I Pratt and Lambert, 2 Pittsburgh required to provide the necessary Utility Services. The contractor shall 4 All fabrication and erection of structural steelshall satisfy the Spec for Paints, 3 Sherwin Williams, 4 Benjamin Moore, 5 Cabots Stain, G Cuprinol. 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE. DO NOT SCALE THE DRAWINGS. contact all necessary people and companies, coordinate services and work, design, fabrication and erection of structural steel for buildings" and the "Code 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND and obtain all necessary permits and approvals. All work shall be done as per of standard practice for steel buildings and bridges by the American Institute 4 All paint, pigments, 0115, etc. shall be of"first line quality", requiring no code and regulations. Provide load calulaticns as required and prepare of Steel Construction. addition of thinners or other vehicles, and shall be delivered to the site in ANY OTHER LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REQUIREMENTS GOVERNING THIS detailed expansion, if required, report. manf. sealed and labeled containers. All products shall be oil based unless CONSTRUCTION. Finish Carpentry: otherwise noted. 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. Division #3: Masonry . I See plans, and details for other work and materials. 5 Hardware, hardware acces:�ories, machined surfaces, plates, lighting 5)VERIFY ALL BUILDING LOCATIONS AND CONC. PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. Concrete and Foundations: fixtures and similar items in contact with painted surfaces and not to be 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD 2 Exterior Sldin Hardie shin le sldin stral ht ed e panel - color to match painted, shall be removed, masked or protected prior to surface preparation g� g 9 9 9 p DIMENSIONS OF EXISTING CONDITIONS. I See Structural Plans, Notes, and other Details, for Concrete Slabs, Slab existing house. and painting operations. 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL Pitching, and other foundations and structural conditions. Exterior Finishing: OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. PROJECT: 2 Concrete: No concrete shall be poured subject to freezing conditions or 3 Exterior Trim: Trim pieces, as indicated, shall be painted and match the on frozen ground. All footings shall be formed to meet sizes indicated on existing material in dimension and profiles as indicated/ inferred by drawings I All exterior wood, doors and windows (which will be installed primed) will 8.) DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.1 drawings and details and should rest on undisturbed soil/a minimum of 3'-G" and as approved by Owner/Architect approved. receive two coats of exterior grade paint (color as selected by architect). 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. Oakley Residence below grade. Twenty-eight days comprehensive strength for concrete shall be 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING as follows: Footings 3000p51, Slab on Grade 4000p51, W3115 3000p51. New 4 Exterior Roof Soffits: Shall match the existing house as required. 2 In general, all exterior wood shall be finished as described above. Supply Slab areas on grade shall be 4" thick stone concrete with WWF GxG W 1 .4 X samples for owner approval. OF OR INSTALLATION OF ANY ITEMS. 1 .4 over G" 314" gravel bed. Provide G mil Polyethylene Vapor Barrier under 5 Columns: Structural Columns are GxG Structural Wood (treated) where 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS slab. Slab shall be finished in accordance with ACI Standards 3 18,304,and noted, otherwise 4" laliy columns with all approprate connectors and OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. 310, fasteners, or otherwise noted on the plans. To be faced and trimmed as 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. indicated/ inferred by drawings. All reinforcing bars shall be billet steel conforming to ASTM AG 15, grade GO. Ties and stirrups must be grade 4-0. All welded wire mesh (WWF) shall conform to ASTM A 185. All vertical surfaces of concrete shall be formed for walls. Reinforcing steel shall be placed to provide the followlnig minimum concrete ANDERSEN 400 SERIES EXT. - DOOR/ WINDOW SCH. Cutchogue, NY cover: Slab on Grade 1 112", W3115 2", Footings 3". The contractor shall verify all drawings for coordination between trades and provide and or install 0 QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WXH) anchors, inserts, sleeves, hangers, etc. required for various trades. DRAWING NAME: 3 Provide damproofing at foundation walls and slabs/as per details and per A 4 AWNING A21 2'-0 1/8"x2'-0 1/8" CONSTRUCTION code. B 2 DOUBLE HUNG TW30410 T-1 5/8"x5'-0 7/8" DOCUMENTS COVER SHEET EXTERIOR DOOR SCH. - CUSTOM SPECIFICATIONS O QUAN TYPE UNIT SIZE (WXH) DRAWING NUMBER: DRAWN BY: ACV SET::A 1 1 SWINGING T-0"x 6'-8" CHECKED BY: ACV 2 2 SWINGING PAIR T-Ox9'-0" SCALE: 1/4"=1'-0" SHEET: CURRENT 0 • 1 ISSUE DATE: 11-10-2006 - NAILING SCHEDULE Joint Description Nail Sizes Nail Spacing OdomVolosik ARCHITECT ROOF FRAMING Rafter to Top Plate(Toe-nailed) 3-8d per rafter 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 Ceiling Joist to Top Plate(Toe-na'led) 3-8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap Collar Tie to Rafter(Face-nailed) 2-8d per tie Blocking to Rafter(Toe-nailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2- 16d' per foot Top Plates at Intersections(Face.-nailed) 4-16d joints-each side Stud to Stud (Face-nailed) 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c. along edges 1 Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud 2- 16d per 2x6 stud 2-16d per 2x8 stud Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2- 16d" per foot FLOOR FRAMING Joist to Sill , Top Plate or Girder(Toe-nailed) 4-8d per joist Bridging to Joist(Toe-nailed) 2-8d each end SIMPSON LSTA — 20 GAGE RIDGE STRAP ALL ROOF RAFTERS Blocking to Joist(Toe-nailed) 2-8d each end Blocking to Sill or Top Plate (Toe.-nailed) 3- 16d each block (2) 2"X6" TIE — SET 12" ABOVE Ledger Strip to Beam (Face-nailed) 3- 16d each joist WALL PLATE W/ A 2"X8" ROOF RAFTER Joist on Ledger to Beam (Toe-Walled) 3-8d per joist EACH SIDE OF TIE Band Joist to Joist(End-nailed) 3- 16d per joist W/ (2) 4"' MACHINE BOLTS CONNECTION Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d' per foot TYPICAL EACH TIE ICE SHIELD UNDERLAYMENT REQUIRED RAFTER NOT ALIGNED W/ SUS: ROOF SHEATHING SIMPSON H24 HURRICANE C IR @ 16" O.C. OA EXT. FACE OF P Structural Panels 8d 4"o.c. perimeter zone RAFTER ALIGNED W/ STUDS: W/ 5 — 8d NAILS @ EACH E D other6"D.C. edges of �, SIMPSON H2A HURRICANE CLIP @ & SIMPSON M TA24 18 GA. METAL panel, 12"o.c. interior ��0>> 16" O.C. W/ 5 — 8d NAILS @ STRAPS @ 2 ' O.C. W/ 18 Od of panel o RAFTERS, 2-8d NAILS @ PLATE NAILS & 5-8d NAILS @ STUDS i J a CEILING SHEATHING Gypsum Wallboard 5d 7"edge/10"field DOUBLE TOP PLATE l HEADER WALL SHEATHING 2 X 8 @ 16" O.C. LYWOOD SHEATHING TO COVER STUDS TOP PLATES & BOX BEAM @ BOTTOM I Structural Panels 8d (see table 3.9) i SIMPSON MSTA24 18 GA. Fiberboard Panels METAL STRAPS @EACH JACK POST 7/ 16" 6d 3"edge/6"field O.C. W/ 18-10d NAILS 25/32" 8d 3"edge/6"field SIMPSON H6Z 2 4" WIDE — 16 GA. Gypsum Wallboard 5d 7"edge/10"field HURRICAINE CLIP @ 32" O.C. Hardboard 8d (see table 3.9) W/ (8) 8d NAILS TOP & BOTTOM 2 BUILDING PERMIT 02 JANUARY 2024 1 PRICING 26 SEPTEMBER 2023 Particleboard Panels 8d (see table 3.9) REPEAT @ ALL JACK POSTS Diagonal Board Sheathing - 1"x 6"or 1"x 8" 2-8d per support 1"x 10"or wider 3-8d per support 8" APA RATED PLYWD. SHEATHING OP OF N0. ISSUANCE DATE PROVIDE 8d COMMON NAILS @ 4" FOUNDATION O.C. AT EXTERIOR EDGE OF ALL RELEASES FLOOR SHEATHING SHEATHING Structural Panels SEAL: 1"or less 8d 6"edge/12"field greater than 1" 10d 6"edge/6"field NAIL SHEATHING TO SILL PLATE EU q�?C Diagonal Board Sheathing 8d NAILS @ 4" O.C. 6� p.M C Vp 1"x 6"or 1"x 8" 2-8d per support Li PO 2 X 6 SILL PLATE 1"x 10"or wider 3-8d per support ACO TREATED. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. �32427 �Q 2 When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to OF NEW be reduced to 1 - 16d nail per foot. SECTION DIAGRAM ELEVATION DIAGRAM DESIGN CRITERIA: GROUND SNOW LOAD-45 IPSF. WEATHERING-SEVERE HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH I FIRST LEVEL -40 PSF. L.L. FROST LINE DEPTH-36" LIVING AREAS -40 PSF. L.L. TERMITE-MODERATE TO HEAVY BEDROOMS -30 PS'F. L.L. DECAY-SLIGHT WIND SPEED - 130 NIPH SEISMIC DESIGN CATEGORY-B ICE SHIELD UNDERLAYMENT REQUIRED-YES ° *a a ° ° °' a ° PLYWOOD SHEATHING 2 X 6 STUD WALL STA15-20 GAUGE STRAP TO STUD METAL STRAP @48" O.C. W/ (4) 8d NAILS + 12" FROM EACH CORNER 0 0 WRAP AROUND SILL PLATE. USE WINDOWS - C�LAZ E D OPENING 1, 71h 2 x 6 TREATED (4) 8d NAILS INTO SILL PLATE. PROJECT: SILL PLATE NAIL SHEATHING TO SILL FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING 0 (2) #5 REBAR CONTINUOUS PLATE USING 8d NAILS @ 4" O.C. THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 0 < 10 10 0< 0 < 30 0 1/2" EXPANSION SEAL Oakley Residence OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES °,...... °... ° 4" CONC. SLAB ERMITE SHIELD AND LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING ° W/6X6 #10/#10 WWM SILL SEAL. TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING GABLE ROOFS GRADE 6" MIN. BELOW TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 0 HIP ROOFS PROVIDE 8d COMMON NAILS @ 4" O.C. ; . . TOP OF CONC. O 10 AT HIGH PRESSURE 20NE. 1\171 @ 6 O.C. AT ALL OTHER PORTIONS OF THE PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: ° ° ° ° ROOF TYP. 5/8" DIA. x12" A.B. @48" - A-CLEAR SHIELD HURRICANE+SECURITY PANELS-631 -287 5060 ° ° O.C. — TYP. +12" FROM WATERPROOF ALL OR EACH CORNER. W/ FENDER WASHER. ' Cutcho e NY URFACES BELOW B-QUICK GUARD STORM PANELS. 631 -287 5330 : .. .�� : GRADE (TYP.) OR C-PLYWOOD PANELS AS FIER CODE -0 o DRAWING NAME: PROTECTION DEVICES TO IBE IN ACCORDANCE WITH LARGE MISSILE TEST OF h `� ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR �� , • 2" X 4" KEYWAY CONSTRUCTION 0 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. DOCUMENTS NOTE : ° = 4 FT. IN ALL CASES (3 3CONTINUOUS �`' ` COVER SHEET GABLE ROOFS WIND DIAGRAMS OX20 PC. FTG. SET ON 10' 0 < 45 0 UNDISTURBED SOIL SET 36" BELOW GRADE DRAWING NUMBER: DRAWN BY: ACV SET: NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM CHECKED BY: ACV A SCALE: 1/4"=1'-0" SHEET: CURRENT 0 • ISSUE DATE: 11-10-2006 _ 2 damV010su, ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD,NY 631 806 2537 16 I 150' 13 15 1 \ 14 _\MMO-N \ \ 11 12 _ I LAND N/F OF _ —1` �_OVERHEA WIRES �- - \ 8 10 � - °� PEGGY SCHWARTZ 9 \ — \ W M U. 4 5 6 \ WATER LINE _ . — _ D ,\RCS 1 \ 16 — —lip I o I OI I 0)\ TK. / am 1 CONC PIPE SLA LK Z 41.9' \ \\ 1 W32 M \ \ I > I\ HEDGE I I 1 I ZON X GARAGE CY5 \ \ \ ¢ \ GF 12.5 N \ 4, I �\ 15 o \ \ \ p Q �°o 1 15a' 6" PRO OSED I I \ \ ( 0 v o 15.6' 13 \ � ' a a` W. .`. ' 18,X p� SHED I \ I 1 I I p EXISTING riFill', 0 0 '!! W FE 6' II 1 DWEL STY LNGE �,P� \TO REMAIN `G��' FFL 14.0 rn o 06 f \ \ v ' C , o / l ` ZONL'�X I 1 I I 10.1' 24.0 \ I v 15' WIDE NON-TURF BUFFER 0.2/o CHANCE 1 ' I ANNU4 FLOOD I \ 1\1 (0 MLJJ � � X1ST. co 1 \ \I 5 / 1 1 Z PROPOSED SILT/EROSION \ 60.4' \ \ NAB o . CONTROL FENCING 5 _ fjj DREDGED GA . . / ZONE AE(EL 6) 7 � \ ..I \ LIGHT POLE \ \ \ ON 0 o ` ��,� / PROPOSED SILT/EROSION m . CONTRC� FENCING/ EXIST. DECK TO BE 4. I o :rn � •: : . 1 REMOVED AGE J 210 I To GF 5.3 9 REVISED BUILDING PERMIT 06 FEBRUARY 2024 _ 8 BUILDING PERMIT 02 JANUARY 2024 7 DEC 15 NOVEMBER 2023 — 6 PRICING 26 SEPTEMBER 2023 5 DEC 28 AUGUST 2023 — — \ \ 4 PERMIT 16 AUGUST 2023 3 FOR APPROVALS 12 JUNE 2023 4 2 ATTORNEY REVIEW 26 APRIL 2023 — -- -­2 2 LAND N/F OF NO. ISSUANCE DATE EILEEN OAKLEY RELEASES SEAL: ��ERE WETLANDS FLAG PER ��`OPMC. vo�C'y,� \ NATHAN CORWIN LAND SURVEYORS P - SURVEY DATED: OCTOBER 21, 2022 �32427 O�NEW�D GEOTEXTILE Oakley Lot Coverage FABRIC WOOD OR METAL House 2514 sf PROJECT: SUPPORT POSTS Wood deck (House) 785 sf FLOW DIRECTION C Oakley Residence onc walk 164 sf Conc walk 140 sf 6 �� �; `'1 �� s EXIST. L EXCAVATED& GRADE Front porch 138 sf F4 r BACKFILLED ���� � ; TRENCH Driveway 2411 sf__ Bilco door 20 sf 1 I I,. Proposed Shed 550 s SITE PLAN I p Cutchogue,NY SCALE:1"=16' Proposed Shed Concrete Slabs 72 sf Bulkhead 130 sf DRAWING NAME: z- Wood deck (bulkhead) 586 sf a" N Wood deck (dock) 76 sf N Site Plan S.C. TAX No. 1000-103-09-13.1 Total sq. ft. 7,586 Isf Total Lot Area Upland 54,253 Isf DRAWING NUMBER: DRAWN BY: SETA Total Lot Coverage 7- 13.98%1CHECKED BY: 2 SILT/EROSION CONTROL FENCING SALE: 1/16"=1' SHEET: ■ SCALE:1"=20' PROJECT No 1 .O amValoal ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631806 2537 --- - - - - - - - - - - - - - - - - - - - ...................... ............ - - - - - - - - - - - - ............ ............. ............ .................... ..................... ....... .......................... ........... .................... ROOFING TO MATCH EXISTING G HOUSE SHED ELEV: 6.0 - - - - - - - - - - - - - - - - - - - - - - CONCRETE SLAB ON GRADE - 6 UNH/ TED ............. ................. ............................. ....... .. ............. ............................. ---------- ................... ........................................................... - - - - - - - - - - - - - -- - - - - - - - - - -.................................................... O L - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - 15-0" 11'-11 1/2" S-0 1/2" 6 REVISED BUILDING PERMIT 06 FEBRUARY 2024 01 5 BUILDING PERMIT 02 JANUARY 2024 30'-0" 4 PRICING 26 SEPTEMBER 2023 3 FOR APPROVALS 12 JUNE 2023 2 ATTORNEY REVIEW 26 APRIL 2023 1 CLIENT REVIEW 25 APRIL 2023 NO. ISSUANCE DATE ROOF PLAN RELEASES FIRST FLOOR PLAN 25 SCALE: 1/4"=l'-O"1 . SEAL: SCALE: 1/4"=l'-O" (iEREDq C. `x 1 - 14 7 2,�„ ��FNEW10"X20" P.C. 8" P.C. FOOTING W/ FOUNDATION WALL W/ (3)#5 REBAR (T)#5 REBAR @ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF WALL -T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOD VENT FLOOD VENT b X @) (2)2"X6"TIE SET 12"ABOVE WALL PLATE W/A 2"X8" ROOF RAFTER EACH SIDE OF TIE W- I W/(2)3" MACHINE BOLTS CONNECTION 4 1-- CD og (2) 11 VL RIDGE CONTINUOUS TYPICAL EACH TIE DROP WALL DROP WALL 6 °' I i FOR DOOR FOR DOOR i I I N `" `" N PROJECT: Oakley Residence I I i I � o ,��� ��J� I �2 ?< @) C? -j I L — — — — — — — — — — — — — — — — — — — ——— — — — — — — — — — — — — — — ............... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2)2"X1 0" (2)2"X10" z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Chutchogue, NY FLOOD VENT 2-4" DRAWING NAME: 30'-0"- 110, SHED PLANS FLOOD VENT CALCULATIONS: SMART VENT MODEL 1504-520 - FLOOD COVERAGE 200 S.F (3) VENTS X 200SFS = 600SF (540 SF REQUIRED) DRAWING NUMBER: 3 FOUNDATION PLAN ROOF FRAMING PLAN DRAWN BY: SET: SCALE: 1/4"=I'-0" 41 SCALE: 114"=1'-0" CHECKED BY: A SCALE: 1/411=11-Oft SHEET: 0 5' 10, 2 PROJECT NO 2490 9 IL I Z'Z�L RID( ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631806 2537 ONISVO OVYVI72/1, SY t,/9 NM021O GI-IOS (INV SNOISN31Y3 301S ..6/M (19 ONISVO GVEIH ,.t/l, L Y2/1, I, 1 1/2"X 7 1/4" HEAD CASING BID W/1"SIDE EXTENSIONS AND SOLID CROWN 5/4 X5 1/2"JAMB CASING ROOFING TO MATCH ROOFING TO MATCH EXISTING HOUSE I I EXISTING H!OUSE 12 12 4 -7 11 TRIM &'EAVE TRIM & EA E 8 DETAILS Tq MATCH �16 DETAILS TO MATCH EXISTING HOUSE EXISTING OUSE . ......... 7. 7-j 7 T. T... .............. ............ C) Ii ............... 7 r � H AD: CASING B0 ;'11/2"X 7 1/4" E W/ I ...SIDE.,EXTtNsibNS.AN: ID SOLID CROWN NJ ..........i........... 1 1/2"X 7 1/4" HEAD CASING BID -6 /4 X7 1/4":JAMB CASING HARDIE SHINGLE SIDING W/ 1"SIDE EXTENSIONS AND SOLID CROWN HARDIE S14INGLE SIDING STRAIGHT EDGE PANEL 5/4 X7 1/4"JAMB CASING STRAIGH1 EDGE PANEL COLOR TO MATCH COLOR TO MATCH ........... EXISTING HOUSE EXISTING HOUSE O J, P %j FLOOD VENT FARMHOUSE SILL& BED MOULD L FLOOD VENT 6 REVISED BUILDING PERMIT 06 FEBRUARY 2024 5 BUILDING PERMIT 02 JANUARY 2024 4 PRICING 26 SEPTEMBER 2023 3 FOR APPROVALS 12 JUNE 2023 2 ATTORNEY REVIEW 26 APRIL 2023 1 CLIENT REVIEW 25 APRIL 2023 NO. ISSUANCE DATE RELEASES SOUTH ELEVATION WEST ELEVATION SEAL: 1 . . SCALE: 114"=1'-0" 20 SCALE: 1/4"=1'-0" %e1RED,q nC. v '427 NEW 1 1/2"X 7 1/4" HEAD CASING BID W/ V SIDE EXTENSIONS AND 1 1/2"X 7 1/4" HEAD CASING BID SOLID CROWN W/ 1"SIDE EXTENSIONS AND 5/4 X5 1/2"JAMB CASING SOLID CROWN 5/4 X5 1/2"JAMB CASING 1 ROOFING T ROOFING TO MATCH 0 MATCH EXI!STING HOUSE EXISTING HOUSE .......... 12 4;17/ TR14M & EAVE 1 T DETAILS TO MATCH DETAILS TO MATCH EXISTING HOUSE PROJECT:EXI TING 0 USE ....... Oakley Residence T 7 HARDIE SHINGLE SIDING 0`0 0 E C) I : i ji : 00 STRAIGHT EDGE PANEL 1 1/2"X 7 1/4" HEAD CASING BID COL OR TO MATCH ..... ........ ............. W/ 1 SIDE EXTENSIC NS AND EXISTING HOUSE SIDING TO MATCH SOLID 'j ms-rl TIN G HOUSE 5/4 X7 1/4"JAM B CASCROWN I N G i ........ .... ............ .......... ........... .................... .......... ....... .......... .7 1.7-1 1 1 LT ............... ......... .......... ............. Ch%j T utchogue, NY 91 L FLOOD VENT I DRAWINIG NAME: SHED ELEVATIONS DRAWING NUMBER: 3 NORTH ELEVATION EAST ELEVATION DRAWN BY: SET: a SCALE: 1/4"=1'-0" 40 SCALE: 1/4"=l'-0" CHECKED BY: A SCALE: SHEET: 4, 0 51 10, 2 PROJECT No 3 . 1 i ARCHITECT 528 SOUTH HARBOR ROAD SOUTHOLD, NY 631 806 2537 4" MACHINE BOLT W/SOLID BLOCKING SET BETWEEN TIES °�° DBL. RR SET BETWEEN TIES j ' 12 6 EL: +0'-0" EL. +0'-0" 2"X6"TIES TO PLATE TO PLATE UNFINISHED DBL.4"MACHINE BOLTS TYP. UNFINSHED 00 i \h o I I _ EL: +0'-0" EL: +0'-0" I o TO FOUND. WALL q TO FOUND. WALL TOP OF GRADE _ EL: -O'-8" (6') ARIES TO SLAB TOP OF GRADE EL: -0'-8" (6') % VARIES = % TO SLAB _z 4�, w o 6 o Q EL: -4'-0" "' BO FOOTING z EL: -4'-0" BO FOOTING 6 REVISED BUILDING PERMIT 06 FEBRUARY 2024 5 BUILDING PERMIT 02 JANUARY 2024 4 PRICING 26 SEPTEMBER 2023 3 FOR APPROVALS 12 JUNE 2023 2 ATTORNEY REVIEW 26 APRIL 2023 1 CLIENT REVIEW 25 APRIL 2023 NO. ISSUANCE DATE RELEASES LONGINTUDNAL SECTION CROSS SECTION SEAL: _ 1 . SCALE:114"=1'-0" 2 . SCALE:114"=1'-0" S'(E d qqC Q��POPM C. vozo W (P .• �32427 �OP NEW PROJECT: Oakley Residence Chutchogue, NY DRAWIING NAME: SHED SECTIONS DRAWING NUMBER: DRAWN BY: SET: CHECKED BY: A SCALE: 1/4"=1'-0" SHEET: 0 5 10, 2 PROJECT No 3 ,02