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HomeMy WebLinkAbout41047-Z V UFFQL/( � Town of Southold 8/24/2017 P.O.Box 1179 o - °" 53095 Main Rd X41, o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39169 Date: 8/24/2017 THIS CERTIFIES that the building ACCESSORY Location of Property: 1255 Goose Creek Ln, Southold SCTM#: 473889 See/Block/Lot: 78.-8-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/22/2016 pursuant to which Building Permit No. 41047 dated 9/30/2016 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 STORAGE ABOVE AS APPLIED FOR The certificate is issued to Milgrim, Stephen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41047 07-13-2017 PLUMBERS CERTIFICATION DATED A trSignatEre O�gOFFaIAtr TOWN OF SOUTHOLD �a Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY dol � .paw 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#: 41047 Date: 9/30/2016 Permission is hereby granted to: Milgrim, Stephen PO BOX 1696 Southold, NY 11971 To: construct an accessory garage as applied for. At premises located at: 1255 Goose Creek Ln, Southold SCTM # 473889 Sec/Block/Lot# 78.-8-9 Pursuant to application dated 9/22/2016 and approved by the Building Inspector. To expire on 4/1/2018. Fees: ACCESSORY $364.00 O-A IN $50.00 Total: $414.00 { I og Insp 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: &Oosa C#eek wl*_� e2�its►� House No. Street Hamlet Owner or Owners of Property: NA1L.%'f•%)A Suffolk County Tax Map No 1000, Section : 0 Block E, Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ *Appli ignature ®��OF SO(/��®l - h O Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 aQ roper.richertCcD-town.southoId.ny.us Southold,NY 11971-0959 Q `yC®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Milgrim Address: 1255 Goose Creek Lane city:Southold st: New York zip: 11971 Budding Permit#: 41047 Section: 78 Block: 8 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors Sub Panel 80%x' A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Q Twist Lock Exit Fixtures TVSS Other Equipment: "ACCESSORY BUILDING - BARN" Notes: Inspector Signature: Date: July 13, 2017 0-Cert Electrical Compliance Form As 411D OE SO(/T�o N o holy 0 tm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ` [ ] ELECTRICAL (FINAL) REMARKS: &," AtO kiVVA SDI( �i✓�d✓ -�i S W � DATE INSPECTOR �aOF SOUTy� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ F AMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) REMARKS: ® ��+At oi/ +fort' s OK DATE 9' INSPECTO �O��OF S64-7UTyolo 6� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 0<1 ELECTRICAL (FINAL) REMARKS: DATE f ` 7 INSPECTOR 50 N 0 TOWN OF SOUTHOLD BUILDING DEPT. _ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] �!'NSULA/TrION [ ] FRAMING / STRAPPING [V3FINAL bA✓ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Y J � cc, (let ver r,vV Ipr Y�olti c�4v� vi tl � DATE INSPECTO •,� ' / VA Fri I:J X11■ W,l :f'.. A, • _ » 1 II • r. I Eq5.TJL.ATION • ORWAWA �. b��Y �'�U Ii'11i• iM __ r _ —; �C � IIS �:�.� � �-i_..r�. s•. �� :ww., I «�� �...:.__a-...�� �- _ h • 1 • ^ir n r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. -I I® Check Septic Form N.Y.S.D E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ✓ ,20 Mail to: Disapproved a/c Phone: Expiration ,20 'g Inspe ® fEC[E0%q[2 APPLICATION FOR BUILDING PERMIT SEP 2 2 201 D Date `1 22_ , 201(o INSTRUCTIONS BWO�Ian UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 SIR 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 kehr on the premises available for inspection throughout the work. e.4o'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. c Signat a applicant or name,if a corporation) vt>lWyn \bot cunt, W I NGl� (Mailing address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder o 0 t.(. Name of owner of premises µ�L1����, STC4'Wft4 / ylra_ ,, 5,0 cx.A),A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1Z.6 G.aP�. C W'& - t_. House Number Street Hamlet County Tax Map No. 1000 Section $ Block 11WIS Lot °% gubdiv sion Filed Map No. Lot 2. State existinguse and occupancy of premises and intended use and occupancy of proposed construction: a. 'Existing use and occupancy t-,.1t44ercc —P� �`.`� 7.4.S19t-C3C� b. Intended use and occupancy e.%M y,:N%A ``� ` js,C—S�p�•tL�, 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work �GL65SorR`+i bu1t,.DW 4 (Description) 4. Estimated Cost (v6CO X %RO 00 r = Fee '!76tA (To be paid on filing this application) 5. If dwelling, number of dwelling units k1► A. Number of dwelling units on each floor 14/A If garage, number of cars N► 0. 6. If business, commercial or mixed occupancy, specify nature,'and extent,of each type of use. kAN 7. . Dimensions of existing structures, if any: Front 5b' Rear ZZ' Depth 1_%51 Height Zb' Number of Stories—?.- Dimensions tories Z Dimensions of same structure with alterations or additions: Front 56'. Rear ZZ' Depth *c%.' LIB' Height Za Number of Stories Z. 8. Dimensions of entire new construction: Front Z'1�/z Rear ZI /7 Depth VA' Height 1rb' Number of Stories 9. Size of lot: Front '15' Rear '75' Depth Z50,06 10. Date of Purchase 1.\_)�4,�ZoGo Name of Former Owner K14AR9::t_ MNrc, 6-i rA-,r %A. L`,t4W& 11. Zone or use district in which premises are situated P•L- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13'. Will lot be re-graded? YES NO *0% Will excess fill be removed from premises? YES NO D( = - 14. Names of Owner of premises�o!�Au %A dress IM b0ri 1686 Phone No. (.31-16-I�ZgS Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland ora freshwater wetland? *YES__�, _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 NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO K * IF YES,PROVIDE A COPY. 1 STATE OF NEW YORK) S: COUNTY OF U St1 being duly sworn, deposes and says that(s)he is the'applicant (Namd of individual si ni contract)above named, (S)He is the 06Cr (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. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn,to before me,this NO.01 DW6306900 a y^� day of 20�" QUALIFIED IN SUFFOLK COUNTY c COMMISSION EXPIRES JUNE 30,2y_6 Notary Public A."A tore of Applicant z V y "BOARD OF SOUTHOLD',TOWNTRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8826, DATE: JUNE 223,2016, ISSUED TO: ;STEPHEN-MILGRIM PROPERTY ADDRESS: 1255 GOOSE CREEK LANE,,SOUTHOLD '. SCTM# 1000-78-8-9 AUTHORIZATION Pursuant to the,provisions of Chapter 275 of the Town Code of the Town of Southold and in 0 accordance with-die Resolution of the Board-of Triist"ees'Adopted at the meeting field on June 22,2016,and in considerAtion'bf application-fee in the-sumof$250.00 paid by Stephen'Milirim and subject to the Terms and Conditions as stated in the Resolution, the Southold Town-Boird,of Trustees authorizes and permits the following: Wetla'nd Permit to,construct a 27.6lx241 wood timber frame-barn on full frost wall and slab; and as depicted on the survey of Nathan Taft Corwin 111,Land Survey&,last pray 4. dated on May 19,,2016,,and,stamped approved on June,22,2016.' IN WITNESS WHEREOF,the said Board of Trustees hereby causes,its Corporate Seal to be affixed, ,,'t r, and these presents to be subscribed by a majority of the said Boazf�of this date. 4 BBs 2'eaLr C4 3 IC M TERMS-AND CONDITIONS The Permittee Stephen Milgxim,residing at 1255 Goose Creek Lane, Southold,pNew York,as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,-but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or,project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be'subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of'the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That-the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This pennit 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. Michael J.Domino,President ®��®� S0114t, Town Hall Annex l John M.Bredemeyer III,Vice-President 54375 Route 25 r,. P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G ® Q Tel 0 63�l3 765-1889922 A. Nicholas Krupski C®UNTY,� � �1 ,J AUG 1 5 2017 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BLULDNG DEPT. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1380C Date: August 15, 2017 THIS CERTIFIES that the construction of a 27.6'x24' wood timber frame barn on full frost wall and slab; At 1255 Goose Creek Lane, Southold Suffolk County Tax Map#1000-78-8-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 23,2016 pursuant to which Trustees Wetland Permit 48826 Dated June 22,2016,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 of a 27.6'x24' wood timber frame barn on full frost wall and slab. The certificate is issued to STEPHEN MILGRIM owner of the aforesaid property. t'-� Authorized Signature AM w y NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04473 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: STEPHEN MILGRIM MILGRIM PROPERTY PO BOX 1696 1255 GOOSE CREEK LNISCTM 1000-78-8-9 SOUTHOLD,NY 11971-1696 SOUTHOLD,NY 11971 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Project Location: Watercourse - SO-38 and Goose Creek Authorized Activity: Construct barn and install dry-well. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 8/26/16. (JRP) Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04473/00001 New Permit Effective Date: 8/26T,/2016 Expiration Date: 8/26/2021 Freshwater Wetlands-Under Article 24 Permit ID 1-4738-04473/00002 New Permit Effective Date: 8/26/2016 Expiration Date: 8/26/2021 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:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790-3409 Authorized Signature: ,�' ' Date Page 1 of 6 AM `w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04473 Distribution List Habitat-TW Habitat JACQUELINE R PASQUINI Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAE. RESOURCE PERMIT CONIaITIONS - Apply to the Following Permits: TIDAL WETLANDS; FRESHWATER WETLANDS 1. Area Limits The limits of clearing, grading and ground disturbance line is equal to the proposed silt fence line, as shown on the approved plans. 2. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance as described above. 3. Materials Disposed at Upland Site Any demolition debris, excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body,wetland, or wetland adjacent area. 4. Equipment Storage 100' from Wetland,Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. s. Straw Bales Prior to commencement of any construction activities, a continuous row of straw bales shall be staked end to end along the silt fence line as shown on the approved plans . 6. Straw Bales to Be Entrenched Straw bales shall be entrenched two to four inches into the ground. 7. Maintain Bales The bales shall be maintained,repaired and replaced as often as necessary to ensure proper function, until all disturbed areas are permanently vegetated. The average useful life of a bale is approximately 3-4 months. Sediments trapped by the bales shall be removed to an approved upland location before the bales themselves are removed. Page 2 of 6 AM `I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NW Facility DEC ID 1-4738-04473 8. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project,within two days of final grading, or by the'expiration of the permit,whichever is first. 9. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. lo. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 %area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 11. 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. 12. 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. '13. Notice 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 Regional Habitat Manager NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 14. Storm Water Condition All runoff from the barn roof must be directed to the drywell as shown and noted on the approved plans. 15. Clearing Condition The two trees south of the proposed barn may be trimmed lightly to allow for the installation of the barn. The trimming must not be done to the extent where the trees are put at risk of dying. For this reason,we suggest that the trimming be done by a New York State licensed arborist. No other cutting of woody vegetation within 100 feet of the wetland is permitted, even within the clearing limit line. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04473 16. 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. 17. 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. 18. 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. 19. 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 Nathan Taft Corwin last revised 5/19/16. 20. 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. GENERAL CONDITIONS - AppIy 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 permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 Am v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION IRW Facility DEC ID 1-4738-04473 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. 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. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands,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; 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. Page 5 of 6 Aft alkw NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04473 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 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. 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 ti Scott A. Russell ��" �� ST01K1�MIWAT]EIK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET SEP 2016 (TO BE.COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE A'VY OF THE FOLLOWITIG. E Ye$ NO ;CHECK ALL THAT APPLY1 s I ❑(,g 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 1 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 I erosion hazard area. {{ ' ®❑ E. Site preparation within the one-hundred-year f loodplain as depicted 3 on FIRM Map of any watercourse. ❑W 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 I in-kind replacement of impervious surfaces. 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. APPLICAYr (Property O;iner.tk,ign Profen Eonal.Agent.Contractor.Other) S.C.T.M. *: 1000 Date- District ateDistrict NAME -79 9> 7-7— v, �_ Section Block Lot FOR BUILDING DEl'_A.RTN ERT USE ONLY Contact IntormatroEt - - — — — — — — — — — — — — — — � # Re%IeN%edBy: Property Address/Location of Construction Work:! Date: ; �I S'2-�� G,.bDS� G- � t�.?�. 1E � ❑ Approved for processin, wlding Permit. '? ! Sto --rater Management Control Plan Not Required � — — — — — — — — — — — — — (.mVL!!p. ly-4 »��� tormnater Management Control Plan Is Required. i (For,and to Engineering Department for Reviexv.) r0—RM— SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 CH (Property Owner,Design Professional,Agent,Contractor,Other) w....., �a„- �QSu1 Q�; CH TER 236 '1 15 _ B A Stormwater Management Control Plan CHECK LIST NAME rZt.1 fr�llj,,C,% A, Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P1 I'm Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing -?&56ZP)5; ZZ ip�) � all Information that has been Required by the following Checklist! � arc fdryhoro Numlzr, 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you treed additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries O0 b. Total Site Acreage. 0[� c. Existing - Natural & Man Made Features within 500 L.F. EROSION&SEDIMENT-CeWROLS of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0= e. Limits of Clearing & Area of Proposed Land Disturbance. on rue ion n ran f. Existing & Proposed Contours of the Site (Minimum z iniervais) =0 Wire BacRed biltening,stabilization g. Location of all existing & proposed structures, roads, Seeding of expose and/or inactive soi . Str 27-M driveways, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. plin I. Location of proposed Swimming Pool and discharge ring. =10C11.1 -BOOL, kty TOWN SOUTHOLD I. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). 0� M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing DEA 7-1 ) that the stormwater improvements are sized to capture,store,and infiltrateEXII�� contact TOS Engineering at 765-1560 before on-site the run-off from all Impervious surfaces generated by a two(2'9 inch Backfill, OR Provide Engineer's Certification rainfall/storm event that the drainage has been installed to Ude. 3. Details&Sectional Drawings toi stormwater practices ale requited for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 00 b. Construction Entrance & Site Access. EKI00 c. Inlet Drainage Structures (e.g.catch basins,trench chains,etc.) �0 d. Leaching Structures (e.g infiltration basins,swales,etc.) **** FOR-ENGINEERIN '� PAR'fN1ENT USE ONLY 1Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete, Approved By: - — — — — — — — — — — — — — — — — — — — — — — — !j I Stormwater Management Control Plan is Complete. Date: 2 6 I SMCP has been approved by the Engineering Department. I _ FORM # SWCP eek List -TOS MAY 2014 - j - Town Hall Annex Telephone(681)765-1802 54375 Main Road � � g p . Southold,P.O.NY 11971-0959 ♦ �Box 1179 �er:rlChe Ow((�1 S0jr n,(t!S BUIMING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. .3� , Date: Company Name: ale l d E ;C', Name: License No.: 7 Address: 6je d Phone No.: -,36S— !�4?Z JOBSITE 36S— JOBSITE INFORMATION: (*Indicates required information) *Name: � �1►�cr,.vt. *Address: 1 *Cross Street: *Phone No.: ' Permit No.: ®6 Tax-Map District: 1000 Section: Block:` Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) !ej-w% LA-v,r, c (Please Circle All That Apply) Is job ready for inspection: YE O Rough In Final *Do-you need a Temp Ce-rfflcate: YES Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 8241equest for rns wUon Form 1 C (���3 - Q�Q�uFFD�K � Go Town Hall AnnexGym Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P. O. Box 1179 Southold, NY 11971-0959 �,t{ BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 10\ zr- �(o Owner: Location of Property: G'.00SC. CA•��— L-ArtjAc �trTF40L� Please take notice that the (check applicable line): New residential structure ` �CCQS Addition to existing residential structure b j Rehabilitation to an existing residential structure . t - :'-. to be constructed or performed at the subject property reference above will utilize - (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Ot , including girders and beams (F) OC Roof framing (R) Floor and roof framing (FR) r ' Signature: + Name (person submitting this form): Capacity(check applicable line): K Owner Owner representative TrussResReo15.docx Effective 111!2015 6" D8AMETER REFLECTIVE RED ROMAN ALPHANUMERIC - PANT ONE - - - - - - - - DESIGNATION-OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1/2" STROKE _._.._-•_--------_—__-- .._ .._. ...-DE�StGNATION'FOEi'S'f`ftC�C'i`ttl2'Ai- ..- --__.__._ �.._.__.--•--------------.--.--!__--- COMPONENTS THAT•ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS=AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS USS I1..1i=J ri I IRl.ty i I CN SIGN CM/PtJMCE WTH 19 NYCRR PART 1•265t,4qe- i wrMakE CODES DIVISION E)M/P-E TRUSS IDFNi1FIWCN SIGN DATE-03108/2005 - NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADIlltNfSTRAT1QN a �UEA:�RjbtENT�F�;(�tFE- SCTM # _ /dco--7 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET / '"' VILLAGE DIST SUB. LOT 57� �h e-h M, 5A444 ACR. REMARKS VA -Mz quo 4l7 -z4--,-e: � - TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL - DATE )� U FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL VYIH-L HO-100 S"q OWNER STREET fVILLAGE DIST. SUB. LOT t > z �44, v'"P�P�.Ai. :+ FORMER OWN Ektkkch{a E ACR. �z, . 1� cc tf l �- /Slbnmf S OAW TYPE OF BUILDING ,} �yJ, /,1 1��} //JryryJ(//�({�Jn yj�J/JJ' / /�,JP,,t,�'J`( �J �JJyI � .Y .rCs�..r!1J1P..ba � '+ d� L•"W L' ! I ✓Y fi/L+'-�y�GG�^.sYa V✓.C.` D .yJi' ✓ y'r'Ec'1 I �.Cx L /.'�a/da RES. ' �¢ SEAS. VL. FARM COMM. CB. MISC. Mkt. Value •.Y LAND IMP. TOTAL DATE REMARKS 12 t9 ® 2,1. , y"I6 o . 1A E B kl DING I,ONDIT N - -- a� rc T- d!q / fF��v+�P r 7 3 11/a- �-/' // � .v c r NEW N RMAL� B j o° .-/BO Cho "I - 3 -�1 �e�M�IE 1®l�v� �-�w��a� ��� ��� 1,P- bf) a 7 C Tillable 3 �} > �g� �� t15401 &7— e�Vj •Z t�, �� Woodland I4,-L i 14 5 7 Jo A9 )—1 r1n e Swampland FRON AGE ON WATER• r� p �� - e_C.14,-(as d l 3rushland FRONTAGE ON ROAD ;souse Plot _ DEPTH BULKHEAD VnL( a �C�S P� r P.a-t•ti C7Vs� Total DOCK i� z.$ • � rel � J � - ��� _-1T`-iB T'�'-7 _ f - � d—_ /" P ^. 6. 4 � - i - ��'3 -amu /J��(/� !c./ !V1�1 C.1L�vV/ i 1/C..�Il L/��f� 3 a8 • l'�7! �j�� •Y� �� �'�'`°��r->-�,_..�.,._.;� ;�- l COLOR � +"� �^'i �=!-• .�; y 1, i,� - TRIM_ +.• A;' m��:. '�;"�'°�a-''�F'r� `C�a`�Wi,•+`v�.,,Y ,Y^•;ji�.; s r��-.�� �«M � Q��/J�' Y't w_ '..x '3� ;. ' -^ -� L'.`*^�`2G �"ti�9ts'� 9*,"'eM ='X.•`^� �.'�•,. vd..',::a •':-'>h'-"-� s1 r t 2�� •;:w°g �k•'tiG•:c--. � �"";�.i;•r' .:'"".,-��::xi«r'-e;=;.'.�i�,; •'�y,�sp �,�." Zt 1c� ' .{� 'ti"`n'C�>�°iS.°t �`t�� }•'?"•.. :?+'"'�'.�_ `,;,:�:.7:ti• 'r*Sr_J' -` "'✓rc`.'.-",• J tir it- a"'_ ;.-,a ,•., "'v';....-�h�,.s":� y `u_ wR,�„ j �-,Y.-4-�`; 1 'f � 4 t '�M?v ro i. y,"r`-� m., � i:';:, ,,.�,:srlr '-1'`.+7' •$'r ;p _ '�.S" ""s3�i ,}.- .:' n r � '.k,;:t' ��,k.-Y-,,- N;.�,�ate.:`>N3.s:.,•` i.r,.,.`--t -:;!- - ��;'qr+ �Y,fi u-, �' � �`��x�:`� �`Fina ��,�:�:�'.:.�+;M•,�.., zk�''.c'�.:�wy..;:ix=�'�.:a - ;r \ �7"'+�a4.sn �t '+�'. � � •�� J`x'�+'F•�'�,i�-•�"G�'�;n�5:���;.:.��_ �'�5^`��-��'�ii a'L`u ;�`''siY••t_ -<��' kr"� '..^tir'::w}. .w, ' �- !'�h'A^•& ro - =_ u�" fFi}.3�nk➢ 't• :�..:},".::115�°a'. r!t iii6t.*_aec...ss... �..E 78.-8-9 12/0 :=.=:7 lv1'•'Bldg: ✓' . Foundation G Bath Dinette -- Extension F � _ ^. } �✓ asement �,/ Floors K. _ Pct'ension; 3 .r �. Xt. Walls �' , d'� Interior Finish; - = Exte Sion• a' ' �`� / ire Place d Heat DR. Type Roof Rooms 1st Floor BR. Poii' { /" , �;' �'� 1f ecreation Room Rooms 2nd Floor �_�____,�_. FIN. B. _ Porch , f .x_ ?fir" _. _=— ��r ormer41Q - A4 �11 riveway 6!lx Patio '. ' �'` iP ^.�r .' ;s' ✓ G.� i,.,` ` �Totah,--' - -- ---A.,..... ... . . :... . . . ; __ �-:�'.'.,--' -- �..-J;-- 't�',4,-a..j.,4.,_ - t-•: _ .,-. , _�_. ., : '_ +� . . -- �} IarJy r - - � �.'�;":,?, ,�,� _�- � •mow.____ ={` - r`��`_`•�--___..: � - t��•� :r�'� ..•�- • •f-' -� - '+L� - i � r ��f i f � S 777 .._ 1 4 ,t ' !`4t 4y �_j. ', ��.. f c �V + � -b1Y' 9 � i ,� i "� r ��� A '�r i �! - rr-. M1 1- � ', m 1 #''��w � �. � , it j i ,r ,� �� ,�� �� �. ,, � � ,: ,; ,� �4�� �` -- ,� t. -St4-oT7-(-W- 1�1 lz '' rim D DC�D�d� DD AUG 2 4 2017 PTJU,DING DEPT. TOWIIOFSOUTHOLD O��OF SO!/T�,ol � o Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q August 15, 2017 �y"nou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Stephen Milgrim PO Box 1696 Southold NY 11971 Re: 1255 Goose Creek Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if C ecked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Photo of sto required. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 411/84) ustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41047 —Accessory Garage ,.- , I cn "`"``%��/�y,\`' M1,1' N'C'NCC' UB'7A/65 1 8.1 W NTO SCALE I --15171— rh=- SILT FENCE SHALL BNOT TO PLACED PARALLEL TO SLOPE CONTOURS TO s MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER gyp` �91f �F ryyti / �� I EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. =REMOVED 6.9 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. -(L TREES 25 s kQ� I I 0.9'E. 1 9 - - - --- - ---- - - - - ' I DRAINAGE INSPECTIONS ARE REQUIRED 36" HIGH POE (MAX.) 3' ; 3 ' DIA STEEL OR WOOD POST -0.SX _ I I o TREEContact TOS Engineering at 765-1560 before 15.5 17.9 tl Cpckfill,pia Provide Engineer's Certification FLOW t ' DIA• X 3 yOFF I mat the dra;nage has been installed to Code. PROP05ED b FOR BARN ROO 9.Ov 1 42'5, v \ n 1 5 � \0 9.4 t I. •:, o '! ' ' \ \ h ' ~ \j\\sO EROSION&SEDIMENT CONTROLS i oa� Shall include but not be limited tc , / 12.2 14.8 17.9 /\\ •��� ��/\\ I ;;s.► t : \ A well maintained Construction Entrance, /� �, c ' ' "� �� _ Wire Backed Silt Fencing,stabilization& ��\ ,, >/ x 6' TRENCH EXISTIN � / W/ COMPACTED �rO BE X }w Seedin o sed and/or inactive soils. BACKFILL 8 �` 425' \ gyp ` 9 0 \ CO NCoN' TRENCH DETAIL Tib%FN - 5T Pt20��� FIA. t0.0 x s. SFS 1—a\ 7 �j. \'� (NOT TO SCALE) "1 E P _Of,05ED 5tL7 FEN FO NO CON' N \,N 1 ` • MA' 1 S 670 5 NOTES: 9� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM 3 EXISTING ELEVATIONS ARE SHOWN THUS: XKK '8 A EXISTING CONTOUR LINES ARE SHOWN THUS: — — — xx-- — — - o� \ PROPOSED ELEVATIONS ARE SHOWN THUS: x.x `7 F 0 �20H PROPOSED CONTOUR LINES ARE SHOWN THUS: Inc, JOHN NG KENDALL `�w 2F.FL. - FIRST FLOOR 0H�* G.FL. - GROUND FLOOR ' k 2. FLOOD ZONE INFORMATION TAKEN FROM: _ r FLOOD INSURANCE RATE MAP No. 36103CO187 H _ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ► ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF .1% ANNUAL CHANCE FLOOD WITH AVERAGE I DEPTH OF LESS THAN 1 FOOT'OR 3' WITH DRAINAGE AREAS LESS THAN 1 SQUARE 'MILE; AND AREAS ZONE X* PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE AE ZONE ZONE X: CAREAS HANCE DETERMINED BE OUTSIDE THE 0.2% ANNUAL PREPARED IN ACCORDANCE WITH•THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Ib BY THE LI.A.L.S. AND APPROVED AND ADOPTED Alb 1 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION.EDGe _ OF F'ESyK,47tR w��N 33_11,II ��t OF NJE7q, all, Ds ' TYPICAL S TO R M WAT E R UNIT ,i,, ARpvAC p¢STORIVII9�ATER TNIAI�IAGIwIM1iol (TOP TO BE TRAFFIC BEARING) _T Code P 2 (NOT TO SCALE) alr' ' CONTRO PLA Date: FINISHED GRADE 6' THICK REINFORCED CONC. COVER _ Approv d t>'y 8' TRAFFIC BEARING SLAB 1'-O ti y\ yv r f PIPE FROM ROOF GUTTERS N.Y.S. Lic. No. 5046, 3'-O. 8'-0' 3'-0. (min.) o (min.) UNAUTHORIZED ALTERATION OR ADDITION Nathan T a t Corwin l l l LEACHING RINGS 4 WRAP LEACHING SECTIONS WITH FILTER FABRIC TO THIS SURVEY IS A VIOLATION OF REINFORCED PRECAST CONC. SECTION 7209 OF THE NEW YORK STATE 4000 PSI ® 28 DAYS EDUCATION LAW. Land Surveyor CRUSHED 3/4' - 1-1/2' STONE ALL AROUND COPIES OF THIS SURVEY MAP NOT BEARING �i E THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GROUND WATER CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley 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 DRAINAGE SYSTEM CALCULATIONS: TITLE COMPANY, GOVERNMENTAL AGENCY AND >rtle Surveys — Subdivisions — Site Plans — Construction Layout PROPOSED BARN ROOF AREA: 660 s ft. TOTHE ASSIGNEESDING OF THE ENDINGON LISTED 'INSN-TII- q• PHONE (631)727-2090 Fax (631)727-1727 660 sq. ft. X 0.17 = 1 1 3 cu'. ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING,ADDRESS 113 cu. ff. / 42.2 = 2.7 vertical ft. of 8 dia. leaching pool required THE EXISTENCE^OF^RIGHT OF WAYS ..,.. r.... 1IRR LA- P.....4 _ I 5te p h e n Milgrim APR VEE AS NOTE �' 'lwi �' B €o& ` CIISSQC T(.ti[ifRFrant>Bt3Quuhc:s DATE: 2U B P.# American Country Sams FEE __ 69 East Street NOTIFY BUILDING DEPARTMENT AT Bethlehem,GT 06751 2"1.5' x 2Monitor Barn 765-1842 8 AM 'TO 4 PM FOR THE 500-79-BARN5 '>>� uw/ Half Loft "D FOLLOWING INSPECTIONS: (800-792-2767) 3 1. FO UP•1DAT!ON TWO REQUIRED FOR POURED CONCRETE Engineer: 2. ROUGH - FRAMING & PLUMR!NG Structural and 3. INSULATION. Architectural J"J 4. FINAL =-CONSTRUCTION MUST DeStefano 8, Engineering BE COMPLETE FOR C.O; Chamberlain 50T1�rp 0d,CT MINIM osa25 nu ALL CONSTRUCTION SHALL MEET THE Fax 23254-0231 Fax 203 254 5713 REQUIREMENTS OF THE CODES OF NEIN wr„ m YORK STATE. NOT RESPONSIBLE FOR Customer: DESIGN OR CONSTRUCTION ERRORS. " Stephen Milgrim 1255 Goose Greek Lane --���, �� ®� Southold, NY 11971 , USE IS UNLAWFUL P.O. g Address: ® � P.O. Box 1696 ITHCUT CERTIFICATE Phone:(651)'765-6265 ®F OCCUPANCY Gell: (631) ptonli e. smilgrim@optonline.net Print on: H ALL CODES OF PX S 1 A E & TOWN CODES TABLOID 11 x 1l IRED AND CONDITIONS OF Date: LU Wiffl'iLurl February 4, 2016 CAPD Work: February 4, 2016 �V March 10-11, 2016 March 22-25, 2016 March 28-30, 2016 April 1, 2016 April 5-6, 2016 50 before Back If S E.E;€Ld6i� ion Project Manager: _> 1 dMI as been irl=dfe d to Code. - Mark Galabro M American Country Sams Criteria Southold, New York ALL STRUCTURAL MATERIAL 15 EAa5TERN HEMLOCK UNLE55 OTHERWI5E NOTED. of Are (800)792-2767 ExT:512 o-1 U• n Ground Snow Load (Ibs er s ft) 20 Wind 5 eed (mph) 120 * CUPOLA 5UPPLIED BY OTHERS. pss; Computer Design: Weathering 5EYERE JSP III Frost Line Depth 42" ��r ? American Country Sams Termite moderate to heavy TH15 DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, DecaW sll ht to moderate REGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN Winter Desi n Tem (de rees farenhei ht) 7 COUNTRY BARNS,LLC'5WRITTENPERMISSION. Page: ACB - 1 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC AmEmcAN '' - CiusicT[rtn�aFan+it$ulcrnrsc;s American country Barns 69 East Street Bethlehem, GT 06751 800-79-BARNS - (800-792-2767) Engineer: Structural and Architectural Engineering DeStefano& Chamberlain 60T"°'pe5lreet F4,U1eItl,CT 06824-5725 Tel 203 254 7131 Fax 20325d-0263 FEB dcrhcwrni<mn . customer: 1111TUStephen Milgrim 1255 Goose Greek Lane Southold, NY 11971 Mail 1 FRONT GABLE ELEVATION 2 REAR GABLE ELEVATION P.O!Box 1696s AGB-2 Scale: 11b in. = 1 ft. A`GB Scale: 1/6 in. = 1 ft. Phone: (631)'165-6265 Gell: (631)834-8792 smilgrim@optonline.net Print on: TABLOID 11" x 11" Date: February 4, 201 b GAD Work: February 4, 201 b March 10-11, 2016 March 22-25, 2016 March 26-30, 2016 April 1, 2016 H . FIR April 5-6, 2016 Project Manager: Mark Calabro American country Barns �tipf uEg.Y. ,o- x�, (800)792-2767 EXT:512 3 LEFT EAVE ELEVATION 4 RIGHT SAVE ELEVATION a azar ass Computer Design: AGB-2 Scale: 11b in. = 1 ft. AGB-2 Scale: 1/6 in. = 1 ft. J510 III 1I / American Country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESSCOUNTRY BARNS,LLC'5 WRITTEN DPERMISSION. OUT MERICAN Page: AGB - 2 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC AmEwcAN COUNTRY BARNS 12'-0" 12'-0" Ctisstc�rtitr ttFratitE$UU—NNcs LEFT American Country Barns r — — — — — — — — — — — — — — — — — 69 East Street - Bethlehem, GT 06751 - - - - - - - - - - - - - - - - - - - - - - - - I 800-79-BARNS ** FOUNDATION DONE BY OTHERS ' I LEVEL AND GRADE SITE (800-792-2767) "* FOOTING SHALL BEAR ON UND15TURBED VIRGIN 501L I COMPACT SOIL Engineer: 'A Stmctu'.I and FREE OF MUD, FROST OR ORGANIC MATERIAL."" I I AEngineering DeStefano 8. A55UMED BEARING PRE55URE - 2 TONS PER 50. FT. *" Chamberlain TOl2SEEM 03254 13 06r 5725 Tel 203254 7131 Fax 203254-0263 O03Z14-0163 Customer: L _ I I Stephen Milgrim 1255 Goose Greek Lane Southold, NY 11,171 4" POURED CONCRETE SLAB I I Mailing Address: 6 x 6 - 10/10 MESH I I P.O. Box 1696 OVER b" CRUSHED STONE Phone:(631)765-6285 7-0 ry Gell: (631)834-8792 O I n smilgrim@optonline.net Z I W-0" 5GR x 12" DO YV/444 E.W. Print on: TABLOID 11" x 11" I x I F i I _ I I Date: t February 4, 2016 DBA I GAD Work: TYPICAL February 4, 201 b March 10-11, 2016 March 22-25, 2016 March 25-30, 2016 L - - - - - - - - - - - - - - - - - - - - 24" X12" April 1, 2016 FOOTING April 5-6, 2016 L — — — — — — — = — — — — — — — — — — — — — — — — -J Project Manager: RIGHT 8" CONCRETE Mark Galabro ` FOUNDATION WALL 24'-0" American Country Barns - 4�0F NEW t yaP sg°rs,�°=. (800)792-2767 EXT:512 1 FOUNDATION PLAN NOTE: All 3' x 3' x 1' Footing "` g pads should be poured so top of the pad is at the bottom of the sab. s5, Computer Design: AGB-3 Scale: 1/4 in. = 1 ft. NOTE: All outside posts attached to slab.with Simpson 5TH014 as shown in Detail 05. 1 J5P III American Country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION COUNTRY BARNS,LLC 5 WRITTEN DPERMISSION. MERICAN Page: AGB - 3 COPYRIGHT 02016 AMERICAN COUNTRY BARNS,LLC AmEmcAN LEFT ! COUNTR..YBAR _ �1S 12'-0" CtAsuc FTNIRF2(FAME BUIU)IING1 P1 PB1 P2 PB1 P1 American Country Barns 8"x 12" 8"x 12" bq Fast Street -- Bethlehem,GT 06151 INSIDE PARTITION TO 800-'1q-BARNS BE DONE BY (800-1112-2161) b"x 8" b"x53, GU5TOMER o b"x8" Engineer: TB 1 TB2 i structural and TB 1 Architectural Engineering DeStefano& Chamberlain OTharpe Sheet G 1 032 TIL s ai e FFaltflefdCT at 203 254-0263 8"x 12" 8"x 12" ' Customer: Stephen Milgrim 1255 Goose Greek Lane Southold, NY 11 q11 J1 J1 J2 J1 J1 BJ1 y -n BJ1 n Mailing Address: 70 7t P.O. Box 1 bqb b" x 8" x Phone: (631)'169-6285 x I Gell: (631)834-87112 �' Q, smilgrim@optonline.net Print on: TABLOID 11" x 11' 8"x 12" 8"x 12" P4 P5 P3 G1 G1 Date: February 4, 2016 mob"x F b°x 8" CID Work: TB1 b"x 8" TB2 February 4, 2016 TB1 March 10-11, 2016 March 22-25, 2016 March 26-30, 2016 8"x 12" all April 1, 2016 x 12" April 5-6, 2016 P1 P2 Project Manager: RIGHT Mark Calabro American Country Barns ��QF r�ewr �1a sa c:Stno r (800)lq2-2161 EXT:512 'b f5929t r 1 FIRST FLOOR P05T, BEAM & JOIBT LAYOUT ss,° Computer Design: JSP III I�GB-4 Scale: 1/4 in. = 1 ft. American Country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESSCONSTRUCTION COUNTRY BARNS,LL5 WPRRITTEN MISSIONKTHOUT MERICAN CPage: ACB - 4 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC AmEwcm COUNTPYBARNS CLl15IC TISi411•F'aniE BUIUI?INiS LEFT American Country Barns 1z-o„ 12'-0° bq East Street -- P1 PB1 P2 PB1 P1 Bethlehem,GT 06151 8"x 12" , 8"x 12" 800-111-BARNS (800-1112-2161) Engineer: Structural and u Architectural X$u (or'x 8'r (or' Eng r'x 8" En lneerin DeStefano& F 50 Tlwrpe street TB1 TB2 TB1 CilaTni�efialn F�za°s'u \ TeL 203 254 7131 Fax 254-0263 w be 254-1263 G1 G1 Customer: P3 P4 8"x 12" 8"x 12" Stephen Milgrim 1255 Goose Greek Lane Southold, NY 11 1111 Mailing Address: P.O. Box 16116 . w BJ1 > Phone: (631)1654285 BJ1 Gell: (631)834-87112 O ry smligrim@optonline.net z o —� - r`I Z X Print on: TABLOID 11" x 11" Date: 8"x 12" 8"x 12" P4 P5 P3 February 4, 201 b G1 G1 CAPD Work: February 4, 201b March 10-11, 201 b `mob"x e" brr x V March 22-25, 201 b TB1 brr x brr TB2 TB1 March 26-30, 2016 April 1, 2016 April 5-6, 2016 8"x 12" 5"x 12" Project Manager: � Mark Galabro P1 PB1 P2z ,0, Q.51 P1 American Country Barns RIGHT K�Of NE yY (800)'Iq2-216? EXT:512 5EGOND FLOOR P05T pDesign: �F$5 Gom uter 1 AND BEAM LAYOUT J510 III AaGB-5 American Country Barns Scale: 1/4 in. = 1 ft. THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS G COUNTRY BARNS,LLI S WRITTENON DPERMtISSIONOUT MERIGAN GPage: AtCB - 5 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLG AmEmcAN COU TPY BARNS , _ �LiS.SIC 1 tMRFR Flvlttl:�iltlt131NG1 American country Barns bq East Street Bethlehem,GT 06751 800-7q-BARN5 (800-7612-2767) 4"x8" Rafters @ 4' O.G. 2" x 5" Roof decking Engineer: Structural and "'Designed for Asphalt Shingles "Engineeing - Main Rafters are Half- DeStefan0�. 50 Tlwrpe Street lapped and connected with Chamberlain Fal IeItl,R (2) 1"Hardwood Pegs Tel 066L1s725 203 2 54-7131 a Fax 203 254-0763 -ac"ruwr,lcmn 12 \ Customer: R1 R1 Stephen Milgrim 1255 Goose Greek Lane Southold, NY 11 61'11 l b"x 8" Mailing Address: TB3 P.O. Box 16616 NK82 K82 2"x 10"Ledger attached to 12 qUB WW— a 4"x 10"framing member Phone: (651)'165 Gell: (631)834-87612 4 R2 Ro°r R2 smilgrim@optonline.net ;o LB1 KB2 Kg Print on: 6"x8" 8"x8" b"xY 4 4'xb'For511d1ng 10'-2" 4-x6'For511dhq �p TAtBLOID 11�� x 1�" Doo Track Door Treck m KB1 ,o K51 - _ KB1 d� Date: 3x5' 4"x _ o P4 P1 X 4" 5'x5' KB1 x g"� °a X 9Lu x Th Double � g"�W� ia February 4 2016 A Maas�re P3 W.- t WnPLO ror - Slider Wndow For iv P1 d3 d, P.O _ Measure door for GAD Work: ~ " R r February 4, 2016 KB1 KB1 9'-0" KB1 KB1 March 10-11, 2016 March 22-25, 2016 March 25-30, 2016 April 1, 2016 D 0,01, April 5-6, 2016 1 o 0 Project Manager: Mark Galabro American country Barns lEof 0'fW (800)7612-2767 EXT:512 1 FRONT GABLE GK AGB-6 ssr Computer Design: Scale: 1/4 in. = 1 ft. JSP III American,Country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN /� COUNTRY BARNS,LLC'S WRITTEN PERMISSION. Page: AGB — 6 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC AMEVJCAN C_ C)L)NTRYBARNS ' Cl<usrcTthttisaFws:�tEBunrnn�cs American country Barns b9 East Street - Bethlehem,GT 06151 800-79-BARNS 411x8" Rafters @ 4' 0.0. (800-192-2161) 2" x Y Roof decking Engineer: Structural and Designed for Asphalt Shingles Architectural Engineering Main Rafters are Half- collar Ties attached to inside DeStefano& lapped and connected with rafter sets with(2)8"Timberlok SO Teo pe S1,14 (2)1"Hardwood Pegs Screws Chamberlain 068Z4 5 25 Tel 203254-7131 Fat 203254-0263 wwdcsn.cw,eicmn 124 R1 R1 Customer: F X16, 4"x6" 4"k8„ Stephen Milgrim 1255 Goose Greek Lane Southold, NY 11971 6'-8 15/16" Mailing Address: A 2"x 10"Ledger attached to P.O. Box 1696 12 4"x 10"framing member 4 (— R2 Phone: (651)'765-6285 S"x 6"Center Joist,all R2 Gell: (631)834-8792 other Loft Joists are b"x a" smilgrim@optonline.net TB, ry TB, Print on: m b"x b" 8"x 8" b"x 6" 10-2 J2 TABLOID 11" x 11" m KB1 KB1 _ KB1 a� - x P3 P4 ea KB1 X P1 4°x " Date: P1 X `4"x b" -N February 4, 2016 t— CAD Work: February 4, 2016 March 10-11, 2016 March 22-25, 2016 March 26-50, 2016 April 1, 2016 April 5-6, 2016 6,_0,. ._6.. 6,_0,. - o 4, Project Manager: Mark Calabro American Country Sams SOF iJfY�Y (800)192-2767 EXT:512 1 MID-GABLE GR055-5,ECTION computer Design: AGB-7 Scale: 1/4 in. = 1 ft. J5P III _r American Country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY 51MILAR STRUCTURE, REGARDLES5 OF CO NTRYBARNSULLG'5 WRITTENCTION DPERMISSION. MERIGAN Page: AGB - -1 COPYRIGHT®2016 AMERICAN COUNTRY BARNS,LLG i Ammicm Cl lSSIC•I IMBER FRAME BUJUANGS American Country Barns b9 East Street — Bethlehem,GT 06751 4"xV Rafters @ 4' O.G. NS 2" x b" Roof decking (800'792 2167) "Designed for Asphalt Shingles Engineer: Main Rafters are Half- lapped and connected with Sttrr ctu ci and 2"x 10"Ridge Beam (2) 1"Hardwood Pegs DeStefano Ensineering 8. \J Chamberlain T0l 0682A 5721 O Falrlleld,Ci 06824-5725 12 Tel 203254 7131 Fa-x 03254-0263 ec"ncrmel<om 4 F R1 g„ R1 k8" Customer: 6"x 8" Stephen Milgrim 1255 Goose Greek Lane TB3 Southold, NY 11971 cnKe2 Kee 2"x 10"Ledger attached to 12 9-LPsu4nd— 4"x 10"framing member P.O!Box1696s, 4 gR2 �R o r R2 Phone:(01)7654285 ;p Lel K82 Kg2 smilgrlm@optonline.net ry Errx Sr. Srr x 8" 6"x Srr ,0'-2" Print on: TB1 Tet `m KB1 °? KB1 _ KB1 KB1 TABLOID 11" x 1'I" 3'x3' 4"x6" P3 P4 X P1 _ 9-LNe Wndaw \ e _ 4rr x Err later lastalletlan of W Meazure 3'w x"I'h Door `p 3'x 3' ry x windowfor Wlm— Win= 9-Lli window fV RO P1 a3 o Meaure Measure door Meaue Date: 1'-2" 2'-b" "lnd=for for R 0 uA.dowlor 4 r Q RO p R r February 4,201(5 KB 1 3'-0" KB GAD Work: K51 KB1 February 4, 2016 March 10-11, 2016 March 22-25, 201 b March 25-30, 2016 April 1, 2016 27'-b" April 5-6, 2016 Project Manager: Mark Galabro American Country Barns SOF NiY,.y (800)792-2767 EXT:512 x n"ir•'1' w� 1 BACK GABLE ss`NP� Computer Design: i JSP III AGB-8 Scale: 114 in. = 1 ft. '�� • American Country Barns THI5 DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR 5UB5TANTIALLY 51MILAR 5TRUCTURE, REGARDLE55 OF CONSTRUCTION METHOD,WITHOUT AMERICAN n COUNTRY BARNS,LLC'5 WRITTEN PERMI5510N. Page: AGB - COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC AmEwcAN COU NTRYBRN5 P>B1 P81 Civstc Tra:nea Fwti�tF$vlu�lhcs 8"x 12" 8"x 12" ix American country Barns 69 East Street K01 K81\ KB1 Bethlehem,GT 06751 P 1Ce 24"x 36" 24"x 36" \ 24"x 36" �= 800-79-5ARN 5 x YWndow Window XKndow X 0:l (800-792-2767) Measure Measure - Measure P1 N window far window for P2 window for R RO bOrr X 84'r RO � Engineer: Double Door Structural and Architectural KB 1 Engineering K81 KB1 DeStefano& Chamberlain Thorpe Slreel FaUfleltl,R 06824 5725 TeL 203254 7131 ww�d03254-0263 12'-0" 5 8 12 0" Customer: 24'-0" Stephen Milgrim 1255 Goose Greek Lane Southold, NY 11971 1 LEFT LEAN-TO EAVE AGB-9 Scale: 1/4 in. = 1 ft. Mailing o.Boxd16965 Phone: (631)'165-6265 Gell: (631)834-8792 smilgrim@optonline.net Print on: PB1 PB1 TABLOID 11" x 1'i" 8"x 12" 8"x 12" K81 KFl1 K51 KBl ' Date: P1 February 4, 2016 24"x 36" 24°x 36" 24"x 36" 24"x 36" - x Window Window1\�� xx Window Window x - GAD Work: c Measure Measure Measure Measure P1 'ry window for window for P2 window for window,for R R RO. RO February 4, 2016 March 10-11, 2016 K51 March 22-25, 2016 KB1 K51 KB1 March 26-30, 2016 April 1, 2016 v ° April 5-6; 2016• 12'-0" 24'-0" Project Manager: Mark calabro American country Barns ,�•OF VtY✓y y`L��pES,fit (800)792-2767 EXT:512 2 RIGHT LEAN-TO SAVE s w AGB-q Scale: 1/4 in. = 1 ft. Computer Design:� JSP III American country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN COUNTRY BARNS,LLC'S WRITTEN PERMISSION. Page: AGB - 9 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC AmEpicAN COUNTRYBARNS Ct<ustcTl!:tn>:!ti'ra�tE Hvluil�€c:s American Country Sams b9 East Street Bethlehem, GT 06151 800-79-5ARNS (800-792-2767) Engineer: Structural and ,' Architectural Engineering DeStefan'o& J 50 Thorpe 11,1 Chamberlain Wffidd,Cr 06824-5725 Td 203 254 7131 12'-0" Fax 2403 254`0263 ,CP B1 PB1 Customer: 8"x 12" 8"x 12" �— Stephen Milgrim 1255 Goose Greek Lane ' ry K82 4'w x 1'h KB2 K82 4'w x 1'h K52 Southold, NY 11,171 iv Window Window 4"x 10" 4"x 10" Mailing Address:P.O. Box 1696 4"x 10"framing o member for attaching 1"Housing for Loft 2"x 10"Ledger Board KBz ry KB KB2 Joists KBz Phone: (631)765-6285 for Shed rafters. it Gell: (631)834-8792 smilgrim@optonline.net u8"x 12" u u 8"x 12" u G1 a G1 m m Print on: x KB1 xKB1 x P4 KB1 Q? KB1 `� TABLOID 11 x 11" P3 11-01. Date: February 4, 201 b CAD Vgork: February 4, 2016 o March 10-11, 2016 March 22-25, 2016 24'-0" March 25-50, 2016 April 1, 201b s April 5-6, 2016 Project Manager: Mark Calabro American Country Sams r 1�OF MfWY MID-EAYE GR055-SECTION (800)792-2767 EXT:512 1 AGB-10 Computer Design: Scale: 1/4 in. = 1 ft. `S�'� J5P III _f American Country Sams THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN COUNTRY BARNS,LLG'S WRITTEN PERMISSION. Page: AGB - 10 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC AmEmcAN CCNU[` TRY BARNS Cussfc TltrtBF2 Franz:B-m NGS American country Barns 6"x 12" 6"x 12" `� 69 East Street Bethlehem, GT Ob-151 PB1 PB2 _ 800-7q-BARNS (8004612-21bl) Engineer: Structural and Architetal MEN= Engineeig (R2 ��� DeStefano 8 Chamberlain Tho pe Street FahfleW,CT LB 1 LB 1 Tel 2333 Z54-7131 0 25 131 Fax 203 w dcrtncwral<cm 8"x12" Vx12" Customer: PB1 PB2 Stephen Milgrim 411 x 8" Rafters @ 48 ' o. . R1 R1 R1 1255 Goose Greek Lane R1 R1 R1 R1 Southold, NY 116171 4"x 6"�� 4"x b"�� 4"x b"--` Mailing Address: P.O. Box 1 bqb GT1 CT1 CT1 CT1 CT1 Phone: (631)7654285 ✓ ✓ 4"x b"and 2"x 4" Gell: 01)834-87612 4"x b"Collar Ties ✓ Attached to outside rafter smilgrim@optonline.net attached with(2)V for build-out of overhang Timberlok Screws on R1 R1 each end R1 R1 R1 Print on: R1 R1 PB1 P132 TABLOID 11" x 11" ` Vx12" Vx12" LB1 LB1 Date: «R2J R2 R2 R2 R2 R2 R2 February 4, 2016 GAD Work: February 4, 2016 0.4., 3.6.. 0'-4" 3._8.. 0--4" 3 8 0,-411 3,_8.. 0'-4" 3.8.. 0,4,1 _-S-4" March 10-11, 2016 March 22-25, 2016 March 28-30, 2016 PB1 PB2 April 1, 2016 e"x 12" V x 12" April 5-6, 2016 La Project Manager: Mark Calabro American Country Barns S�pF NfWY (800)7612-2767 EXT:512 1 RAFTER DETAILS computer Design: AGB-11 Scale: 1/4 in. = 1 ft. JSP III American Country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SU55TANTIALLY SIMILAR STRUCTURE, REGARDLESS CO COUNTRY BARNS,LLG'5 WRITTEN PERM155IONVOTHOUT MERIGAN Page: AGB - 11 COPYRIGHT O 2016 AMERICAN COUNTRY BARNS,LLC, AmEpicAN Typical Post to Foundation Connections COUNTRYBARNS - - �� Ci�sstc TmtnFa F6NME BuivamV.;s 1"Round x 1/2"Deep Countersink Hole for 4" 31It11.1i11 . American Country Barns #101^lood-5crew q%„H 641 East Street — o Bill Beal- ` Bethlehem,GT 06751 Provided by Owner „ D 800-1q-BARN5 Decorative 3 x 8 (800-192-2161) 5111 Cover 2 x 8 PT ... Engineer: Effiff Sill Plate ; rn _ �• �' Structural and !_ Architectural Engineering DeStefano& i ,•• SO Thorpe StrM 10"of strap burled In concrete,24" D `�'; gq A�-bar Chamberlain FaUFleItl,R Is out of concrete to attach to post. D ' � o 3 354 7z5 V \ :,d M 1�4+114*Ri FaN22032S44-0263 D STH014 Uplift Holddown ' Strong Tie Detail G Strap-Screwed to outside (' of post using 16d nails D p —�' jCfift$[0:1 Customer: D Stephen Milgrim D 1255 Goose Greek Lane POST D D Southold, NY 114171 5tandard 5imson 5TH014 Installation Detail Mailing Address: PT Sill Bolted to Concrete Using 3/4"Anchor Bolts embedded in top of P.O. Box 1696 frost wall/No more than 45"apart, Follow local code specifications. Phone: (631)165-6285 Decorative Sill Cover Mounted Using 1"x 1/2"Deep countersink Hole& Gell: W1)834-81412 PT 5111 4"#10 Deck Screws spaced 36"apart,Then plugged with wood Gap. smilgrlm@optonline.net All fasteners must be corrosive resistant material if in contact with D pressure treated wood Print On: FROST �' a WALL :A TABLOID 11"x 11" Date: Nall into post a IF using(19)16P February 4, 2016 Galvanized Nails ' 5ee Foundation Plan for-Reinforcement and Engineering Specs ' l CAPD Work: February 4, 2016 March 10-11, 2016 March 22-25 2016 March 25-30, 2016 ry'y�11 April 1, 2016 2.x1 e 3, April 5-6, 2016 `. . Project Manager: Mark Calabro 5tandard 5imson 5TH014 American Country Barns Corner Installation Detail y�p` ry �`°_� � ` }, (800)792-2761 EXT:512 o 5 JOINT DETAIL4 FC.9 OUTSIDE POSTS 0 '�* USP STA 014 is the Equivalent of the Simpson STHD14. ** rF�s Computer Design: NOT TO SCALE American Country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS COUNTRY BARNS,LLC'S METHOD,Y41THOUT IONMERIGAN Page: ArCB - 12 Simpson 5TH014 9 GOPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC 2"XWTREATED SILL PLATE WITH Double Up Tenon - Butt Joint A� �' 4"CONCRETE FLOOR SLAB FOAM SILL SEAL UNDERNE �,,,ATH D� I ,. NTRY BARNS "b"xb"W11 4 x W11 4 WIRE WELDED MESH 1/2"ANCHOR BOLTS 60 C - —-OVER 6MIL VAPOR BARRIER AND 6"COMPACTED #5 (5�sstc't IMUR FRAME BUIU)Ihcs GRAVEL BELOW TOP OF WALL TYPICAL GRADE American Country Barns bq East Street Plate Beam Bethlehem,GT 06751 Plate Beam or Girder 2„_____ ___� } or Girder 800-7g-BARN5 10”POURED CONCRETE 2° l 4"Up Tenon (800-792-2767) M VERTICAL REINF 2-12'. 1 48" Min. #5 REBAR E W @ 12"O G 4" 4" Engineer: Structural and 10"X 20"CONT CONCRETE FOOTING OMNI= Architectural 2#5 @ 12" EVE PLATE TO POST DETAIL Engineering DeStefano& 3/4"Through Peg 6 x 6 Post Chamberlain " d t 10"in Length °�'A57ss Tel 203254.7131 25 Fax 203254-0263 IO PLATE BPI.N ww d10—""ek— — . -�l KNEE BRACE TYPICAL 51MP50N•7212T Customer. (SEE D12) ATTATGHED WITH (12) ON FOUNDATION - POURED CONCRETE 10" OUTSIDE O OF POST Stephen Milgrim 8.5 P05T 1255 Goose Greek Lane FOUNDATION DE5I6NED FOR ALLOWING BEARING PRESSURE OF 2,000 P517. ** Southold, NY 11871 Mailing Address: (OUN�VATION FOUNDATION CRO55 SECTION P.O. Box 1686 DETAIL NOT TO SCALE Dl DT JOINT DETAILS UP TENON NOT TO SCALE Phone: (631)765-6285 Gell: (631)834-8792 smilgrim@optonline.net Typical Post to Foundation Connections 05 314"x 10"Nan- PLUMB OUT EAVE 5OFFIT DETAIL Print on: corrosive Steel Fin Post attached to PT sill TABLOID 11" x 11" z " Date: Strong Tie DetailI I ° p° o February 4, 201b GAsD Work: P05Tp p Siding continues February 4, 2016 2%8 PT to telling March 10-11, 201b Non•Gorroslve p Sill Plate March 22-25, 201b Steel In p o LOML1�B�'° PT 5111 ° o ° ° ° March 28-30, 201b ° p ° ° 'Ail fasteners must be corrosive resistant material If In contact with pressure treated wood DRIP EDGE ; April 1, 201 b D (Optional) I April 5-6, 201b Bottom Yew of Post Q. SO OGRETE ��`� Project Manager: Mark Calabro 314'Drlll Hole X 4'Deep American Country Barns Dnlled Into Slab as Well 5% (2)x•viv-r •�,OF NFK, (800)792-2767 EXT:512 1"reveal 1"x6"Facla Siding ,�slx Computer Design: 05A CENTER P05T CONNECTION cut from siding DSA JSP III N51DE P05T5 NOT TO SCALE American Country BarnsTHIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN OPEN RAFTER TAILS COUNTRY BARNS,LLG'5 WRITTEN PERMI55ION Page: A CB - 13 COPYRIGHT 02016 AMERICAN COUNTRY BARNS,LLC I Floor Joist Connections C_ OUNTR.:YB_AR S__ — CI.1S.S1CTIbitiFti fprmEl3UIUJIN6 gp h 6x1a 1 2" +a: American Country Barns Timberlock Screws 69 East Street 010 (See chart for Bethlehem, GT 06751 Length) Typical Rafter Typical Collar Tie 800-79-BARNS on 1-story barns (800-792-2767) 1'Countersink Holes _ 44 — — � — � (see chart for depth) Engineer: r Structural and Architectural 4" 6. Engineering Plate Beam 4" r r r DeStefano$. SO Thorpe Street o Plateme --6"—� T Chamberlain = Beam Tel203256 71313 254-0263 Fax 20 Rafter Size Q Used Screw Size < ai.cwr°ic°m 3 x 8 1 10" PLATE BEAM TOP VIEW OF 4 x 8 1 101, D 14 / — JOIST TO PLATE 3x10 2 10'1 M '- Customer: 4x10 2 10" 4i"' surae 10/12 of Pitch— 34"KNEE BRACE Floor Joist 6 x 8 21 2 12" 211 Stephen Milgrim 1255 Goose Greek Lane 4x6 Southold KNEE BRACE FOR 2ND FLOOR KNEE WALL r NY 11971 FASTENED - POST& Mailing Address: PLATE w/4 6 TIMBERLOCK SCREWS; 2 ON TOP AND 2 ON BOTTOM D9 Vol JOINT DETAIL MAKE SURE 2"OF THREAD IS IN POST P.O. Box 1696 COLLAR TI NOT TO SCALE Top View of Knee Brace 8x8 POST 4x6 Knee Braces D10 FLOOR JOIST CONNECTIONS Phone: (63 1)765-6285 LOOR JOISTS Gell: (631)834-8792 NOT TO 5GALE smllgrim@optonline.net D 11 4-1"x 1/2"deep 34" 6" Side View "-45°An le Print on: countersink holes filled 9 with(4)1'x 1/2"deep I — hardwood plugs sTABLOID 11 x 11" +r4'Iladwood Plug n u 411 10"TIMBERLOK PLATE BEAM Date: SCREW 012!�./ /311, February 4, 2016 I CAD 1Nork: TIE BEAM 44"KNEE BRACE February 4, 2016 10"TIMBERLOK SCREW March 10-11, 2016 31' 4x6 KNEE BRACE FOR 15T FLOOR March 22-25, 201 b FASTENED TO P05T& March 28-30, 2016 LATE BW BEAM PLATE w/4 -8"TIMBERLOK 5CRE5; 2 ON TOP AND 2 ON BOTTOM April 1, 2016 MAKE SURE 2"OF THREAD 15 IN P05T April 5-6, 2016 SL Attatched with Top View of Knee Brace 8x8 POST (12)16d NAILS Project Manager: (where necessary) 9 Mark Calabro American Country Bams ��pT frE.yJ 8x8 GORNER POST wtiP°5°'"rSyrST�>��;, (600)792-2767 EXT:512 4-1"x 1/2"deep 44" 6" countersink holes filled Slde Vlew 45°Angle with(4)1"x 1/2"deep hardwood plugs Computer Design: b 1f4" Hardwood Plug JSP III D11 011 JOINT DETAILS 4" American Country Barns ORNER TIE BEA 012 JOINT DETAIL-012 THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR NOT TO SCALE USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, 44"KNEE BRAG NOT TO 5GALE REGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN - GOUNTRY BARNS,LLC-5 WRITTEN PERM15SION Page: ACB - 14 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC - Door Detail 1NINDOW DETAIL COUNT RYBARNS GENERAL NOTESCitsstcTtatrEaFIR<XIEBvintNcs GENERAL NOTES American country Barns 1. Contractor shall verify all dimensions and job site conditions before commencing work and shall report /"T&G Siding 69 East Street - any discrepancies to American Country Barns (ACB). Bethlehem,GT 06751 2. Use written dimensions. Do not use scaled dimensions. Where no dimension is provided,consult ACB 800-79-BARN5 f or clarif!cation before proceeding with the work. 1"x8"T&6 Siding 1" (800492-2167) 3. The Contractor-is responsible for implementing job site safety and construction procedures in accordance with national, state, and local safety requirements.The design, adequacy and safety of E erection bracing, shoring,temporary supports, etcetera is the sole responsibility of the contractor and has Engineer: s � ° S=.,al and not been considered by the Engineer. The contractor is responsible for the stability of the structure prior 6"x8" 4 Head,Gasing Arch„e:,a, to the completion of all gravity and lateral framing, roof and floor diaphragms and finish materials. Door Header 4”x 4"Framing ; ; Eng,neering 4. The contractor and sub-contractor are responsible for the coordination of any penetration and/or use of Drip cap(nailed vertically Into siding) Chamberl $. Chamberlain 5°Th°rpe5lreet cT structure for conduit, raceway,or the non-structural item with the Engineer prior to the installation of the @ `6824-S Y g P r.. T,103114 1131 068L7-5715 nod-structural item. =w:1°3154-°1�3 5. The Contractor is responsible for locating and the protection of all existing utilities and adjacent structures throughout all phases of construction. Fintle Screw Customer: g p through casing Stephen Milgrim 1255 Goose Greek Lane DESIGN CRITERIA ESouthold, NY 11971 1. CODE: 2010 Building Code of the state of NY. LL 0 2. DESIGN LOADS: Malling Address: (Designer.Use For Light Framed Construction following Section 2308 of IBC) , t8"T&G9lding /"T&G Siding P.O. Box 1696 ROOF LOADS: DEAD = 15 PSF Phone: (651)'169-6285 SNOW = (Pg =20 PSF (Ground Snow Load)) Gell: (631)834-8792 - LATERAL LOADS: _ _ - ---- - - smllgrim@optonllne.net - - WIND - 120 MPH (3 Second Gust), Exposure C SEISMIC- NA Print on: FOUNDATION: FOUNDATION DESIGN AND CONSTRUCTION BY OTHERS TABLOID 11"x 17" CAST-IN-PLACE CONCRETE: DESIGN AND CONSTRUCTION BY OTHERS Date: February 4, 201 b WOOD 1. Framing lumber shall comply with the latest edition of the "National Design Specification" (NDS), CAPD 1Nork: American Forest& Paper Association/American Wood Council. February 4, 201 b 2. All timber members shall be Eastern Hemlock,no. 2 or better. March 10-11, 2016 3. Framing Anchors: "Simpson"or approved equal. Install as per manufacturer's recommendations. 5lid'Ing Door Hood Detail March 22-25, 2016 4. For nailing not shown on these drawings, use IBC nailing schedule,Table 2304.9.1. March 28-30, 2016 5. Structural members shall not be cut for pipes,ducts, etc., unless specifically noted,detailed or approved in writing by the engineer. 1x Material cut as hood(out of siding) April 1, 2016 6. All exposed members or members in contact with concrete shall be preservative-treated wood stamped a"x4"with 10°Bevel attached with b"Timberlock screws every 12" April 5-6, 2016 by an approved agency,or of an approved species that is known to be naturally decay resistant. 0 7. All steel,fasteners, and connectors in contact with wood that has ACQ formulation preservative treatment1 x Gap on ---®--------6---------®--------- --------®--------®--------®--------6--------®- Project Manager: without ammonia shall be galvanized (G185)per ASTM A653 and ASTM A153 or Type 316L stainless end of track ------------------------------------------------------------------------ steel. All steel,fasteners, and connectors in contact with wood that has ACQ formulation preservative Mark ealabro treatment with ammonia shall be Type 316L stainless steel. American country Barns 1x Facia for Box rail track attached with 1%"Self Drilling screws every 12"-16"(included) of NElp, front of cap y��s8°`$'A°fig (800)792-2767 EXT:512 � aa�'p4s7 Computer Design: JSP III American country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARD COUNTRY BARNS,LLVS WRITTENS OF CONSTRUCTION DP RMFISSIONOUT MERIGAN G Page: AGB - 15 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLG AmuuCAN COUN Below is a list of tools, equipment and fasteners that you or our builder should have on hand or our contractors should provide. T FRA B� S Y Y Y P C!lSS(C T(A1[iFR FRAME tiltIll3lh`G;S Unloading and Installation: American country Barns ® Variable reach or construction forklift with a minimum 5,000 lb load capacity.This will be used for the install as well,it is good to et a 40' + reach. 69 East Street g g ( ) Bethlehem, GT 06751 Foundation - 80049-5ARNS • Foundation hold down straps for barn(Typical straps are STHD14 Simpson straps, see your plan for exactspecifications. These can be ordered and most building supply houses and take 3-4 days to arrive and (800792-277) cost approximately$25. Engineer: © Local code requirements should always be followed for frost depths SI-1-al ra Engineering © Threaded rods as needed for pinning posts and pressure treated sill plate. (supplied by foundation contractor) DeStefano& Chamberlain 50i1F4MfedR (D6" sill seal to be placed below pressure treated sill plate. (supplied by builder) JOEP TeL 203 254-7 25 06924-5725 F..203 254-0263 w deshecmrei<om Tools Customer: © 3"Ratchet Straps. Length depends on barn size,be sure to have at least 2 straps (but more would be better; also,the longer the better.) Stephen Milgrim 0 3"Lifting Slings. You will probably want to have two 8-10 footers and one long 16-20 footer. 1255 Goose Greek Lane Southold, NY 11971 0 Adjustable wrench or socket set for tightening anchor bolts Mailing Address: 0 1/2"High torque variable speed drill or 18 volt cordless drill or 18 volt impact drill P.O. Box lb9b 0 5/16" magnetic nut driver for your drill Phone: (631)765-6285 © 15/16" forstner bit (for 1" hardwood plugs) -holes are pre-drilled. Gell: (b31)854-8792 smilgrim@optonline.net 0 3/4" auger bit(18 inch) © V auger bit(18 inch) Print On: ® #2 Square drive bit, you may want to get a half of dozen TABLOID 11" x 17 0 Drill bit kit so you can have a variety for pre drilling screws 0 Skill saw/chop saw. Chop saw isn't necessary but it will speed things along. A 12" chopsaw will work best for everything. If you go the chop saw route a couple out feed tables will also be nice to have. Date: o Pull saw February 4, 2016 (D Saw horses, a couple sets will come in handy GAD Work: 0 sledge hammers 21b and one big 10-201b hammer. February 4, 2016 © Ladders. You are going to need a couple step ladders. 4'-10' would be nice. Also, you will need a long extension ladder. 24' would probably be minimum. March 10-11, 2016, , 2016 -25 © Planks. Pump jacks are ideal. You may want to contact a rental supply for availability. March 2March 222-25, 2016 © Chisels, You will need at least a 1-2" chisel for cleaning and opening some pockets. All joinery is done in house but there is a bit to do on site due to timber differences. April 1, 2016 0 Belt sander. This comes in handy when a timber swells and tenons are fitting tightly. April 5-6, 2016 (D Old or scrap 2x4's for bracing.This is for safety as you build the kit. It is recommended that you have 2-3 per post. Project Manager: Mark Galabro Fasteners American Country Barns 1�0F NEk.� tiP 0.4.=S. b9 (800)792-2767 EXT:512 © 2 1/4" nails for siding(we recommend Maze nails or ring shank) © 3 1/2" nails for roof sheathing and loft decking, if applicable. computer Design: JSP III © 16d nails to affix hold down straps to posts-included in kit. American country Barns THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR 0 Caulk for windows and doors (White or clear, needs to be exterior grade and should be mold and mildew resistant). USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS CO COUNTRY BARNS,LLC'5 WRITTEN PERMISSIONMERIGAN Page: AC13 - 1 b COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLC SURVEY OF PROPERTY REt, SIT UA TE cA BAYVIEW l 3 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-08-09 MARCH30, 1994 SCALE ' 20' R• �• W'� MARCH 3, 2016 UPDATE SURVEY � �� MAY 19, 2016 ADD PROPOSED BARN .QOM � LOT AREA = 18,751 sq. ft. CP b 7 �� E /� �`.���/ FONID C. MON 0.431 ac. GOO i � 53 50 / RAIL FE 6.3 t Go S N 67 POST ; 1,235 EXISTING LOT COVERAGE all I,li, 5.0 �, 5. a.- . \0� S OUND . 2 q 77 °f INCE 0.4' CONC. IAvryDESCRIPTION AREA LOTCOVERAGE 06- 0.aw OST 8C RAIL FENCE \ 4Y / / FENCE �8 � � HOUSE 1,858 sq. ft. 9.9% FOUND / 9 �'c� / 0.5W• CONC. MON. FENCE I x 4 5 \i I / 62.20+ S. o.6'W. / / / 1 N FRONT DECK W/ STAIRS 425 sq. ft. 2.3% 04 REAR DECK 520 sq. ft. 2.8% 0.3- 16.9 / I / ( 1 OUTSIDE SHOWER 38 sq. ft. 0.2% °ca( I / O SHED 146 sq. ft. 0.7% N 5.6 / y ,.V Y / �\�o li_� TOTAL EXISTING 2987 sq. ft. 15.9% a I z �\ / I / PROPOSED LOT COVERAGE M ; I / \ I DESCRIPTION AREA % LOT COVERAGE HOUSE 1,858 sq. ft. 9.9% !Z/ 6' FRONT DECK W/ STAIRS 425 sq. ft. 2.3% I x7.5 REAR DECK 520 sq. ft. 2.8%� OUTSIDE SHOWER 38 sq. ft. 0.2% I I / 1 1 \ ;� /x / ,11 � 9 PROPOSED BARN 660 sq. ft. 3.5% 5.4 / x I I / 8'9 / I � / TOTAL EXISTING 3501 sq. ft. 18.8% STORMWATER MANAGEMENT NOTES: s 1 8.s I M 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION o I MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING �-+ xZ-9l 1 1 i / ^ AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. x LAWN = I I �o, I 1 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, Z 3o'w. rr \ /oy�P o A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING �\o CONC. COVE \ �P > yy AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. In 7. / S THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS s.o OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL r I a o�� '" DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS Z o TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE�N / ell \ s.1 �h \ SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE / x SCREEN IS REMOVED. 1✓4.8 l�7 gyp, 4_1 r STEEL OR WOOD EXTRA STRENGTH FILTER FABRIC POST (TYP.) 5. I �o�P� F ' ._ REQ'D. WITHOUT WIRE MESH SUPPORT E I 143 8' LAWN 8.3 � �� NNS I S� CL0R4 E ti 10' MAX. O.C. SPACING 28,W/ I J \G W/ WIRE SUPPORT FENCE W/O WIRE SUPPORT PACING I 1 7.8 �LO� °P G I I 4.z FLOW. \ 'ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST 77 \ ATO I SILT FENCE DETAILS 1 8.1� NOT TO SCALE IPG� 11. I o �LaO OF --1A NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 00 x- MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER 1 co �9l I EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 1 j C9 LI' I ' 6 9 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 8.5 CL TREES i OFF-SITE TRANSPORT. `L ° 1 ��py�' I 25.' 1 0.9'E. _ O 11 91 1 36" HIGH POLE (MAX.) x I = I I OAK DTREE STEEL OR WOOD POST 715.0 15.5 17.9 FLOW PEEP DEEP RYWELL 1 I 1 �6. CP 1 vi b, x SRN ROOT RUt-IOFF I 9.oX > f� ` a Q PROPOSED S 0 y L,I w x 10;5 I 42•� v \ 9.4 �i\\\i\13.9 �\/\ 12.2 \x- .Sx :. 'N t\z \ 14.8 17.9 .....:::::. . ::::::t \� �\\ \ ry /\ /\��� 4" X 6" TRENCH .r:rr ev ...:i,,t �.::�:. x \ SHED 4 v:Er1 1� //�. / W/ COMPACTED EXISTING BE d .... BACKFILL �^ \ FOJQ 8.3 9 E� Q C NI, TRENCH DETAIL PROpOSED N NOT TO SCALE POO K? ... .:::.X 9. sT .6 7 �! F.FL.E �E \ � v ( ) PROp05ED 51UT FEN FO ND ` " \ 7 5 ��� �.;• 1 I cc \ 67`5� ` ___70 NOTES: S -s� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM \ _ 3 EXISTING ELEVATIONS ARE SHOWN THUS: x7x - - a �o EXISTING CONTOUR LINES ARE SHOWN THUS. - -XX- PROPOSED X -PROPOSED ELEVATIONS ARE SHOWN THUS: x.x �7 0 F � �ZON PROPOSED CONTOUR LINES ARE SHOWN THUS: x NG XE 0° ZO/V`* G.FL. - GROUND OFOR JOHN X 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO187 H _ ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR 3.1 \ WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS -�� - Z_� x* PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. I,II, 3.1 ZONE AE�) ZONE X: CHANCEFLOODPLAIN.DETERMINED DTO BE OUTSIDE THE 0.2% ANNUAL 3.1 At& 61 PREPARED IN ACCORDANCE WITH THE MINIMUM 3,1 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED `II BY THE L.I.A.L.S. AND APPROVED AND ADOPTED L1j(1 5.1 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. _ COGE.DF FRESHWATER w3.1 3.1 A111ti� O� A S, TYPICAL STORMWATER UNITDS 4 � (TOP TO BE TRAFFIC BEARING) - (NOT TO SCALE) FINISHED GRADE 6" THICK REINFORCED CONC. COVER 8" TRAFFIC BEARING SLAB ti o (max.) �- �'i "^- rN Y.S. Lic. No. 50467 PIPE FROM ROOF GUTTERS S-0" 8-o. 3'-0" (min.) o (min.) UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin Ill LEACHING RINGS 4" WRAP LEACHING SECTIONS TO THIS SURVEY IS A VIOLATION OF n REINFORCED PRECAST CONC. WITH FILTER FABRIC SECTION 7209 OF THE NEW YORK STATE 4000 PSI ® 28 DAYS EDUCATION LAW. Land Surveyor CRUSHED 3/4" - 1-1/2" STONE ALL AROUND COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR N E EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GROUND WATER CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. DRAINAGE SYSTEM CALCULATIONS: IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout ON, AND PROPOSED BARN ROOF AREA: 660 S ft. TONTHEGASSIGNEEIS OFON THEENDSTED ING INSTI- q• PHONE (631)727-2090 Fax (631)727-1727 660 sq. ft. X 0.17 = 113 cu. ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 113 cu. ft. / 42.2 = 2.7 vertical ft. Of 8 dia. leaching pool required THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOL ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 I I SURVEY OF PROPERTY RED�1A� SITUATE cA BAYVIEW 1 3.0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 3.0 S.C. TAX No. 1000-78-08-09 SCALE 1 "=20' MARCH 30, 1994 o� 5 20 R• � W MARCH 3, 2016 UPDATE SURVEY MAY 19, 2016 ADD PROPOSED BARN DECEMBER 14, 2016 BARN FOUNDATION LOCATION ell� QQ 7 ! E ONC. MON. G O / c 53 5Q RAIL FE 6. 'f LOT AREA = 18,751 sq. ft. O 0s N 67 \ / p0� NcE 1,235 0.431 ac. G ` (�0����N ENCE O 4'W OUND N OST/ 5.0 ?� 5 .1'W. 7.0 NOTES: OF 3. 0 q's. CONC. EOo� \ ♦�'& RAIL FENCE / 3, / �/ p5✓W ,$ y� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM FOUND MON. ( / coNc. 4.5 / / �1 EXISTING ELEVATIONS ARE SHOWN THUS: xx.x 82.20 o.7'S Fp6W' 1,3 �4 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - xx- - - - / W PROPOSED ELEVATIONS ARE SHOWN THUS: �E C / / / / / PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR Z / / G.FL. - GROUND FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO187 H W 10 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ( o ��� I ♦ ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS O I // PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7.5 X CA /x 11.1 O D � V c�Y 5\JN .4 ; / /x 10 1 I '�`� 1 DD v 8.9 / t DEC 192016 Sz-0 �► 3.8 ^� BUILDING DEPT. z ( ( I ` ( / / TOWN OF SOUTHOLD xA0 LAWN \o . 5.-3 \ �0�� 000 O CONC. C0VE�2� �P I / / ►�].-. O II 7. `y 9-1 14.8 1�] I I 4LGJ� OGS 1/Q moo. 104.1 x 0�'OG p00 ` J tr•+ LI y 143 CL TREES AWN ti 0.4'E. 28'w. 5JD I 1 7.8 ❑ D0� CPQ GFV O .110 00 4. ��FQ On I A 15.2 0 6• \ OsyGr ( v 01 .0, 1 62 ► 1 9`� %� ( � ���p 9 y \ 8.5 pia ( xt"' �p�Y CL TREES OF O 1 0 I I 0.9'E. ► � � xi 9 I 1 \ 1 0.5x 1 ( ( ( OAK OTIREE ► 18.0 J` 0 5.1 27.5 1 \ F \ "-'x7!1 3.9\�S ► O ( I 12.2 - NN x 14 Sx 17.9 Cot4CIREIE 7 'Top O FND I \ \ \ FOU ON. I 8.3 27.5 crl 7�C% QN I � ` inl 1-\ 75. I ' FO N Io _9 )) w \ \ \// CON' M 5 ► 1 � \s 6-705 -9 o o ,N�OKENDALL n._ , JOHN F 3.1 zo X* I`II 3.1 ZONE AE (EL 7) PREPARED IN ACCORDANCE WITH THE MINIMUM 3.1 STANDARDS FOR TIT S-AS ESTABLISHED BY THE L.I.A.L.S. D AV AV RQ Ep J+N1�+ADOPTED A1& 1 FOR SUCH USEB�'jH�EW, K)5TATE,LAND TITLE ASSOC IAII- t �� Q� EDGE- 0 3.1 '2 li II, �RESNWATER W ,III, III, All, I 1-40 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii S THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley 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 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947