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HomeMy WebLinkAbout45017-Z xrr� �o�gNFFOI��oG Town of Southold 9/2/2021 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42314 Date: 9/2/2021 THIS CERTIFIES that the building ACCESSORY Location of Property: 2105 Oregon Rd.Mattituck SCTM#: 473889 Sec/Block/Lot: 100.-2-4.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore 'filed in this office dated 7/6/2020 pursuant to which Building Permit No. 45017 dated 7/23/2020 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 storage building as applied for. The certificate is issued to Robinson,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45017 2/22/2021 PLUMBERS CERTIFICATION DATED r th ri a Signature �SVFFat TOWN OF SOUTHOLD �oo� cpGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY y'flpl � ,�b�yf 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#: 45017 Date: 7/23/2020 Permission is hereby granted to: Robinson, John Attn: Roger Robinson Oregon Rd Mattituck, NY 11952 To: construct accessory storage building as applied for. At premises located at: 2105 Oregon Rd. Mattituck SCTM #473889 Sec/Block/Lot# 100.-2-4.3 Pursuant to application dated 7/6/2020 and approved by the Building Inspector. To expire on 1/22/2022. Fees: ACCESSORY $604.00 CO -ACCESSORY BUILDING $50.00 Total: $654.00 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. („(�2t3112b_t2-0 New Construction: Old or Pre-existing Building: (check one) Location of Property: a.(Ot5 ('-) (�-j &&_ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section U Block Lot 7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: \ Health Dept. Approval: Underwriters Approval: Planning Board Approval: 1 • Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $ J v c , pplicant Signature ®��oF sovr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCM-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To John Robinson Address: 2105 Oregon Rd city,Mattituck st: NY zip: 11952 Building Permit#: 45017 section: 100 Block: 2 Lot 4.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Elec Tec Inc License No: 4814ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 2x2'LED 3 Exit Fixtures Pump Other Equipment. Notes: New Garage/ Barn Inspector Signature: C, Date: February 22, 2021 S Devlin-Cert Electrical Compliance Form.xls dol ��OF SOUIyo �� to # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLRG. [ ] 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 REMARK DATE D INSPECTOR �P SOUTHp 501v� v R'r<w T- # # TOWN O SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 2Z INSPECTOR �� So•� apF SOUTy -- - - �o� o� # # TOWN OF SOUTHOLD 'BUILDING DEPT. °`y%mom 765-1802 INSPECTION [ ] FOU ION 1ST [ ] ROUGH PLBG. ` [ ] UNDATION 2ND [ " ] NSULATION/ HULKING [ FRAMING/STRAPPING [ FINAL �a, 0�e b"v [ -] FIREPLACE & CHIMNEY [ ]' FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION o [ ] ,P � /O REMA KS: L� r SDYA4 T�� ctp p DATE INSPECTOR SO//T�o # # TOWN OF SOUTHOLD BUILDING DEPT. rourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULA C ULKING [ ] FRAMING/STRAPPING [ FINAL Pi [ ] -FIREPLACE & CHIMNEY [ ] FIRE`SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0MA , DATE 9APIV74 INSPECTOR FIELD-INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------ FOUNDATION --------------------FOUNDATION(2ND) r- �'�/ i ' ROUGH FRAMING& , �• y � PLUMBING INSULATION PER N..Y. y STATE ENERGY CODE ' 51 IW" 0A FINAL • z p AM mm i e H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C O.Application Flood Permit Examined 1h3 '20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,2 Mail to: �R,1 Disapproved a/c gpA, , C Kd-kc 6C/COAJ p(Expiration 021 BuilNg g nspector L rill v APPLICATION FOR BUILDING PERMIT D a � . 6 2020 Date ) 20, JUL INSTRUCTIONS a. T � M11 T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan;'accurate plot'f1il Rcale. Fee according to schedule. b'Ploi'plari showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signdfrure of ap icant.or name, if a corporation) (Mailing address of applicant) State whether applicant is wne , lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 2"', -,- (& p, (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: House Number reet Hamlet County Tax Map No. 1000 Section ) 00 B.'locle i , w. Lot nq, 5 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �� �tA�r3Q� 4j;7QTAT C- or 3. Nature of work (check which applicable): New BuildinAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost S S2. 0M , Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor J'�jl� If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height 44g Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front °�2- Rear Height 42 ' Number of Stories > 9. Size of lot: Front -�2 -14Rear 2p :M Depth (c,'y a 10. Date of Purchase T,%k - :;Z i Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO/ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises �n Address f04� pre Phone No. _ 1-(d45 '-7/0-? Name of Architect Address Phone No Name of Contractor ShmI4 Qa(.P— 9)-A';Lde.6Address96-7 &�, ,� .Phone No. :71' 15 a. Is this property within 100 feet of a tidal wetland or a 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 dataonsurvey. 18. Are there any covenants`and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF- wjQlr U �) S0 7l being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ®�' '�'" -- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 day of \JVKN _20 E V BROWN r Notary Public Notary Public,State of New York Signature of Applicant No.01 BR4908712 Qualified in Suffolk County --�� Commission Expires October 19,®�0� BUILD, N4'bEPARTIVIENT-Electrical Inspector FEB 1 1 2021 TOWN OF SOUTHOLD C* hTown Hall Annex-54375-Main Road -PO Box 1179 Southold, New York 11971-0959 3e TM T61eph'o'h'e (631) 766-1Z02 - FAX (831) 765-9502 roue rrasoutholdtownnV.gov— seandCW -southoldtowynny.g ,APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION wi-wornmoon Required) Date: Company Name: C_ -Narne: , License No.: email: Vs. eA-ec-,k8c! r-N CZ Co rki Address: R�ket so Phone No.: JOB SITE INFORMATION (Ail information Required) Name: � Address: Cross Street Phone No.: BIdg.PeiiWit1P. email: TWMAP,District 1,000 Section: Block-. Lot BRIEF DESCRIPTION OF WORK(Please Print Clearly) _b&C)A'0� VcAe 6011 13 6 LE Circle All That Apply: Is job ready for inspection?: <YES./ NO Rough In, Final Do you need a Temp-Certificate?: YES lg) Issued On Temp Information: (All Information required) Service Sim I Ph 3 Ph Size: A #Meters ---r-Old Mdter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnected-Wderground-Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION qlpq Request for InspecWn FoffnAs PERMIT# Address: Switches I Outlets GFI's 11 Surface 111 Sconces I� HH's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon L Micrb Generator Gorribo Cooktop Transfer AC AH Mini f Special: Comments- t m AC 6wn of +k, on ro �I/ I h 1 "py ham- rg O +M cfO- ldfie �S wed Rcq-cr�oj-q- q 3ra 0�p Ste,lye02-� YL N pool iC, TRACEY L`. DWYER KIOT'AR-Y-P-UBL-IC,-STATE-OF_NEW_Y-ORK NO.01 DW6306900 UALI FI ED-I N-S U FFOLK_C011NZ1L COMMISSION EXPIRES JUNE 30,2D-a 3, .J t I 11111111 Illi VIII IIII(11111 VIII 1(11111111 VIII[III II[I 1111111111111(IIIri111l111- . �� � ,•-�_.._' - - -�1 ~SUFFOLK COUNTY" CLERK RECORDS OFFICE RECORDING PAGE = '� Type of Instrument: DECLARATION Recorded:: 07/08/2019 Number of Pages: 9 _- At04 :01:48 PM Receipt Number . 19-0126023 ` LIBER: D00013018 ' PAGE: 549 District: Section: Block: Lot: 1000 100 .00 i 02 .'00 004.002 EXAMINED AND CHARGED AS FOLLOWS _�aeived the Following Fees For Above Instrument Exempt Exempt Page/Filing $45.00 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15.0'0 NO TP-584 $0 .00 NO Notation $0.00 NO Cert.Copies $11.25 NO RPT $200.00 NO Fees Paid $296.25 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County C . O V E N ' S R E S T . R I C I O N S �' L1 2 F•ECOkC�ED / isNumber of pages 2019 Jul 05' 04:01:4 P11 JUDITH A. PASCALE CLERk OF Thdocument will be public alFFOLI* C:OUIITY record_Please remove all L DOOO17XI.8 Social Security Numbers P 549 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES /,_ Mortgage Amt. Page J Filing Fee __ 1/ 1. 1.8asic Tax Handling 20. 00 2. Additional Tax TP-584 SubTotai Spec./Assit. Notation or EA-52 17(County) SubTotal � Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S A. o� Held forAppointment Comm.of Ed 5 00 4 Transfer Tax Mansion Tax Affidavit q� The property covered by this mortgage is CertifiedLopy �' `� or will be improved by a one or two family dwelling only NYS Surcharge 15. 00 Zy_ Sub Total JJ YES orNO Other -7 q Z S Grand Total If NO,see appropriate tax clause on page of this instrument. 4 Dist.1Q( 3904643 1000 10000 0200 004002 1 5 Community Preservation Fund Real Property R T S III�I��■U�I���� Consideration Amount$0.00 Tax Service R LPA A Agency 08-JUL-19 CPF Tax Due $0.00 Verification Improved Satisfactions/Discharges/Releases tJst Pro eerty Owners Mailing Address 6 RECORD&RETURN IO:, Vacant land Lisa Clare Kombrink, Esq. Twomey,Latham,Shea, Kelley,et at. TD P.O.Box 9398 TD Riverhead,NY 11901-9398 TD Mail to-Judith A.Pascale,Suffolk County Clerk Title Company,Information 310 Center Drive, Riverhead, NY 11901 Co Name Fidelity National Title Insurance Services www.suffo[kcountyny.gov/clerk TitleN 7404-003947 R Suffolk County Recording & Endorsement Page This page forms part of the attached DECLARATION OF COVENANTS AND RESTRICTIONS made by. (SPECIFY TYPE OF INSTRUMENT) The premises hdrein is situated In ROGER ROBINSON,as Devisee,etc SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD In the VILLAGE TOWN OF SOUTHOLD or HAMLET of MATTITUCK BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING over DECLARATION OF COVENANTS AND RESTRICTIONS l THIS DECLARATION, made as of the 12`h day of June, 2019, by Roger J. Robinson, as devisee under the Last Will and Testament of John W. Robinson, Surrogate's Court of Suffolk County File#577 P 1988, and as sole heir at law and distributee under the Administration of Ellen R. Robinson, Suffolk County Surrogate's Court File#526 A 1994, with an address of 2105 Oregon Road, Mattituck, NY 11952, hereinafter referred to as the"DECLARANT. WITNESSETH: WHEREAS, DECLARANT is the owner of certain real property situate at 2105 Oregon Road, Mattituck, in the Town of Southold, County of Suffolk and State of New York designated as SCTM#1000-100-2-4, and shown on a survey prepared by Andre K. Miller, L.S. of True Point Survey, Inc. dated May 13, 2019 (the"Survey"), a reduced copy of which is attached hereto and made a part hereof, and described in the metes and bounds description attached as Exhibit"A" and made a part hereof(the"Property"); and WHEREAS,the Survey shows a"Town of Southold Development Rights Easement Area"of 30.0 acres (the"Easement Area") and an`Excluded Area" of 4.3 acres, both described in the metes and bounds descriptions attached as Exhibit"B" and"C", respectively; and WHEREAS, the DECLARANT has granted to the Town of Southold a Grant of Development Rights Easement dated June 12,2019 for part of SCTM#1000-100-2-4; and WHEREAS, for and in consideration of the acceptance of the Grant of Development Rights Easement,the Town Board of the Town of Southold(the"Town Board")has deemed it in the best interests of the Town of Southold(the"Town") and the owner and prospective owners of the Property that the within covenants and restrictions be imposed on the Property, and, as a condition of the acceptance of the Grant of Development Rights Easement, the Town Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS,the DECLARANT has considered the foregoing and has determined that this Declaration of Covenants and Restrictions will be in the interests of the DECLARANT and subsequent owners of the Property; and NOW,THEREFORE, be it declared as follows: The DECLARANT,for the purpose of carrying out the intentions above expressed does hereby make known, admit,publish, covenant and agree that the Property shall hereinafter be subject to the covenants and restrictions as set forth herein,which shall run with the land and shall be binding upon all purchasers and holders of the Property,their heirs,executors, legal representatives, distributees, successors and assigns,to wit: 1 DECLARANT may make an application for subdivision or separation or for any other relief from the Town of Southold that would allow subdivision of the "Excluded Area"from the Easement Area, but such application and the approval thereof shall be conditioned upon a minimum development area of 80,000 square feet not being subdivided from the Easement Area. These covenants and restrictions shall be construed to be in addition to and not in derogation or limitation upon any local,state, and federal laws, ordinances, regulations or provisions in effect at the time of execution of this Declaration, or at the time such laws, ordinances, regulations and/or provisions may hereafter be revised, amended or promulgated. These covenants and restrictions shall be enforceable by the Town of Southold, by injunctive relief or any other remedy in equity or,at law. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of-Southold or any officer or employee thereof. If any section, subsection,paragraph, clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. This Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. This Declaration shall run with the land and shall be binding upon DECLARANT, its successors and assigns,and upon all persons or entities claiming under them, and may not be annulled, waived, changed,modified, terminated,revoked or amended by subsequent owners of the Property unless and until approved by a majority plus one vote of the Town Board or its legal successor,following a public hearing. IN WITNESS WHEREOF, the DECLARANT above named has duly executed the foregoing Declaration the day and year first above written. Roger J. Robinson,Declarant VNJ429 Ad1n;N;.51 dN vF 01(21J (Z. ROKI)So�J 2 J STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) On the 12"' day of June 2019 before me the undersigned, personally appeared Roger J. Robinson, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Pu 1c ROBERT DEMESE NOTARY PUBLIC,STATEOF NEW YORK Registration No.01DE5M117 Qualified In Suffolk County MY Commission Expires October 24.2022 i 3 EXHIBIT A—OVERALL DESCRIPTION / ALL that certain plot,piece or parcel of land situate,lying and being in Mattituck,Town of Southold, County of Suffolk,State of New York bounded and described as follows: BEGINNING at a point on the northerly side of Oregon Road (a variable width Right of Way)distant the following three courses and distances from the corner formed by the intersection of the easterly side of Elijahs Lane(a 50 foot Right of Way)with the southerly side of Oregon Road: 1. North 53 degrees 08 minutes 10 seconds West 56.81 feet through Oregon Road to the north side of Oregon Road; 2. South 59 degrees 44 minutes 10 seconds West 500.88 feet; 3. South 57 degrees 50 minutes 20 seconds West 501.18 feet to the point of BEGINNING; THENCE along the northerly side of Oregon Road South 60 degrees 43 minutes 19 seconds West 473.72 feet to land now or formerly of Krupski; THENCE along said land the following three courses and distances: 1. North 20 degrees 58 minutes 06 seconds We$t 3619.29 feet; 2. South 73 degrees 26 minutes 15 seconds West 322.00 feet; 3. North 20 degrees 50 minutes 45 secgnds West 73.36 feet; THENCE along land now or formerly of Mount,Gettings and Sheridan the following two courses and distances: 1.. North 73 degrees 46 minutes 15 seconds East 327,94 feet; 2. North 69 degrees 19 minutes 08 seconds East 332.23 feet to land now or formerly of- Laveglia; THENCE along said land and land now or formerly of Pessin, Kaelin,Imbriano and 2205 Oregon Road LLC the following five courses and distances: 1. South 22 degrees 42 minutes 00 seconds East 141.89 feet; 2. South 21 degrees 03 minutes 00 seconds East 75.00 feet; 3. South 22 degrees 21 minutes 20 seconds East 37.07 feet; 4. South 23 degrees 06 minutes 30 seconds East 2969.32 feet; S. South 23 degrees 02 minutes 20 seconds East 399.29 feet to the point or place of BEGINNING. Exhibit B- Easement Area FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO. 7404-003947 SCHEDULE*-t (Description of the Land) / - - 00 000 � For Tax Map tD(s}: 1000 100.00 02.00 P/0 4. - AMENDED 05/20/2019 ALL that certain plot, piece or parcel of land situate,lying and being in Mattituck,Town of Southold, County of Suffolk. State of New York bounded and described as follows: BEGINNING at a point on the northerly side of Oregon Road (a variable width Right of Way)distant the following four courses and distances from the corner formed by the intersection of the easterly side of Elijahs Lane(a 50 foot Right of Way)with the southerly side of Oregon Road: 1. North 53 degrees 08 minutes 10 seconds West 56.61 feet through Oregon Road to the north side of Oregon Road; 2.South 59 degrees 44 minutes 10 seconds West 500.88 feet-. 3. South 57 degrees 50 minutes 20 seconds West 501.18 feet; 4.South 60 degrees 43 minutes 19 seconds West 274.85 feet to the point of BEGINNING: RUNNING THENCE along the northerly side of Oregon Road South 60 degrees 43 minutes 19 seconds West 198.87 feet to land now or formerly of Krupski; THENCE along said land the following three courses and distances: ' 1. North 20 degrees 58 minutes 06 seconds West 3619.29 feet: 2.South 73 degrees 26 minutes 15 seconds West 322.00 feet; 3. North 20 degrees 50 minutes 45 seconds West 73.36 feet; THENCE along land now or formerly of Mount,Gettings and Sheridan the following two courses and distances: 1.North 73 degrees 46 minutes 15 seconds East 327.94 feet; 2.North 69 degrees 19 minutes 08 seconds East 332.23 feet to land now or formerly of Laveglia; THENCE along said land and land now or formerly of Pessin,Kaelin,Imbriano and 2205 Oregon Road LLC the following five courses and distances: 1. South 22 degrees 42 minutes 00 seconds East 141.89 feet; 2. South 21 degrees 03 minutes 00 seconds East 75-00 feet; 3.South 22 degrees 21 minutes 20 seconds East 37.07 feet; 4. South 23 degrees 06 minutes 30 seconds East 2686.88 feet; THENCE South 66 degrees 56 minutes 38 seconds West 242.56 feet; THENCE South 06 degrees 39 minutes 36 seconds East 107.18 feet; THENCE South 23 degrees 01 minutes 48 seconds East 608.70 feet to the northerly side of Oregon Road and the point or place of BEGINNING. Camrndment for Title Insurance Pruned: 05.20.19 @ 03:13 PM Schedule A-1 Descnphon NY-Fr-FRVH-01030 431004-SPS-1-19-7404-003947 f, FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO. 7404-003947 SCHEDULE A-1 (Continued) THE POLICY TO BE ISSUED under this commitment will Insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right, title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A r Cammitruent for Title Insurance Printed: 05.20.19 Q 03:13 PM Schedule A-1 Descnphon NY-FT-FRVH-01030.431004SPS-1-19-7404003947 EXHIBIT C—EXCLUDED AREA ALL that certain plot, piece or parcel of land situate,lying and being in Mattituck,Town of Southold, i' County of Suffolk,State of New York,bounded and described as follows: BEGINNING at a point on the northerly side of Oregon Road(a variable width Right of Way)distant the following three courses and distances from the corner formed by the intersection of the easterly side of Elijahs Lane(a 50 foot Right of Way)with the southerly side of Oregon Road: 1. North 53 degrees 08 minutes 10 seconds West 56.81 feet through Oregon Road to the north side of Oregon Road; 2. South 59 degrees 44 minutes 10 seconds West 500.88 feet; 3. South 57 degrees 50 minutes 20 seconds West 501.18 feet to the point of BEGINNING; THENCE along the northerly side of Oregon Road South 60 degrees 43 minutes 19 seconds West 274.85 feet; THENCE North 23 degrees 01 minutes 48 seconds West 608.70 feet; THENCE North 06 degrees 39 minutes 36 seconds West 107.18 feet; THENCE North 66 degrees 56 minutes 38 seconds l=ast 242.56 feet to land now or formerly of 2205 Oregon Road LLC; THENCE along said land the following two courses and distances: 1. South 23 degrees 06 minutes 30 seconds East 282.44 feet; 2. South 23 degrees 02 minutes 20 seconds East 399.29 feet to the point or place of BEGINNING. i AA SOUNOVI—AVENUE [50 AOLV) N75°46-15•E N69°t9'08'E • -_32)96 S22`42'00'E + 420°50'45'W�• ufn�l "�"m w..rr is /�I41 89' ....ter ., �•--- 73 36' fY r $ �f:i` T- ' S73°26.15'W €• 322 00 °'Sgt°03'DO'E �il'i<75.00' 1 \S22-21-20-E 57 07' 1 1 i n) Q I I- 1 / i I i I I i 1 w w.rw j 1 I I i t 1 t� 1 � j f . ' I 1 i t t r �r Yf 1 I jY_' _I I 1 r I t . C�•++ 1 I F i i C .• uc ' ' 1 y�ff• w t � 1 ( ! 1 rTY�tsaf 1 H � x'i�it1Ri t4Y H ®7r I I t n.. r, awve.f �cif I 6 .ea.nlriun I I � J�I PfJ.C.6 �rPY I ' ' T 1 � n+xw i :P�'"•s�r.s -- prey --�`— S60°439914 473722 i '-I•�t 'lilt tCC)SCf 100 AU[T 1. S aim T.Tii .. _•—_ ' _�•� -_'�--�-fi.r•vr w`�ab __-._._. -._..__ _-" -_ ___-_-- -' - - +amu° w>t m.w�vnrr� oil fC.S/ C4�N■�Y•� ]W�RlW ' i Cy"'"""� T a..:And" °p � r�r"eoi'T"C v°'p .�.'�..uii'f1 -� C4rT•LYURfrC{A .�n...... f•F6. 4tr Mw RS: ' �4G.n fan .+ rca+nrmafns.onwi nman feria �e�a.w fjfO..�.,,e..'z Scott A. Russell ,��°SU '� STOIKIWWA\TIEIK SUPERVISOR o ( �T z IWAl�A. GlEMIEI�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ][DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E][Z A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑© E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Destgn Professional,Agent,Contractor,Other) S.0 T.M. #: 1000 Date Disti icl NAME (Pnn) e, Section Block Lot FOR BUILDING DEPA TNIENT USE OND' —� - '7 O Contact Information ' 'I eleplione YUI11ilLf) Reviewed By — — — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — f�� ❑ Approved for proce men BuildingControl Permit — — — Stormwater Management Control Plan Not Required E] (Forward Management Control Plan is Required. (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 O�SUFfO1,��oG Town Hall Annex �� .y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 _ Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: e,p— �oGjn n ��v► Location of Property: _ 91_0!�L_ 01-0-Aor•" k2te• t.aAA-Ucx e\)'Ll' Please take notice that the (check applicable line): ✓ New commercial or�idential structure Addition to existing commercial or residential structure Rehabilitation'to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): vl"'_ Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) S Signature: Name (person submitting this form): Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 4t � 't, s�. a r,r }.,�•;!,.:�s �3' 'fes� :�t 4 �`s✓• + • s. y�,`+t� k"{"� �.N r i� t *ry �• 'fi`?•.'S• i�j. r ;• ; ,� it . f I�y. STATE OF NEW YORK i WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Shirk Pole Buildings LLC 717-445-6888 807 Reading Rd 1e.NYS Unemployment Insurance Employer East Earl, PA 17519 Registration Number of Insured Work Location of Insured(Only requiredif coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Property&Casualty Co 3b.Policy Number of entity listed in box"Ia" Q93-5100926 Town of Southold PO BOX 1179 3c. Policy effective period 53095 Route 25 09/01/2019 to 09/01/2020 Southold NY 11979 3d. The Proprietor,Partners or Executive Officers are ❑included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box"la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PACE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days 117apolicy isednceled dire to nonpayment ofpremiums or within 30 days IFthere are reasons other than nonpayment ofprentiums that cancel the policy oreliminate the insuredfrom the coverage indicated on this Certificate. (These notices may be sent by regular mail) Otherwise,this Certificate is valid for oneyear after this form Is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box 113c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Marc Cipriani (Print name of authorized representative or licensed agent of insurance carrier) Approved by: /y!nt541e, 07/27/2016 (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105 2(9-07) wwwoyeb.statc.ny.us 41M07R workers' - . CERTIFICATE OF INSURANCE COVERAGE ` RCompensation Igoard DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD EAST EARL,PA 17519 ic.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required If coverage is specifically limited to Number certain locations in New York State,le.,a Wrap-Up Policy} 260902567 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD PO BOX 1179 3b.Policy Number of Entity Listed in Box"1a" 53095 ROUTE 25 DBL 6026 70-3 SOUTHOLD,NY 11979 3c.Policy effective period 01/11/2020 to 01/11/2021 4.Policy provides the following benefits: ® A Both disability and paid family leave benefits ❑ B.Disability benefits only ❑ C.Paid family leave benefits only 5.Policy covers: ® A All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Linder penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/5/2020 By (Signature of insurance carrier's authorized representative or NYS Ucensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Director of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit,PO Box 5200,Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to Information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents orthose insurance carriers are authorized to Issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 584549 AC 0® DATE(MMIDDIYYYY) ��. CERTIFICATE OF LIABILITY INSURANCE 02105/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMTACT Robyn Ferri Unruh Insurance Agency,Inc. PHONE 717 335-2929 ac No: (717)335-2923 P.O.Box 259 aI oRe rob n unruhinsurance.com INSURERS AFF°RDINGCOVERAGE NAIC6 Denver PA 17517 INSURERA: Erie Insurance Exchange 26271 INSURED INSURER B: Flagship City Insurance Co. 35585 Shirk Pole Buildings LLC INSURER c: Erie Ins.Prop/Cas Co 26830 Allen L Shirk D/B/A INSURER D: 807 Reading Rd INSURER E: East Earl PA 17519 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUER POLICYEFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER IMMfDDNYYYI (MMIDDNYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1000000 CLAt➢15 MADE OCCUR PDR MISESO aEaca ante $ 1000000 MED EXP Any one person) $ 5000 A Q45-0153561 09/01/2019 09/01/2020 PERSONAL&ADV INJURY $ 1000000 Hx�'p L AGGREGATE DMITAPPLIES PER* GENERAL AGGREGATE $ 2000000 POLICY JECT LOC PRODUCTS-COMPIOPAGG $ 2000000 OTHER.Rented Equipment Rented E ui ment $ 100000 AUTOMOBILE LIABILITY Ea a d.n SINGLE LIMIT $ 1000000 ANY AUTO BODILY INJURY(Per person) $ NEDA AUTOS ONLY X AUTOSSCHEDQ09-0131793 09/01/2019 09!0112020 BODILYIiVJURY(Peraceident) $ x HIRED X NON-OWNED PROPERTYOAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1000000 A X IXCESSLIAB CLAIMS-MADE Q33-0172188 09/01/2019 09/01/2020 AGGREGATE $ 1000000 DED RETENTION$ S WORKERS COMPENSATION PER OTH Y - AND EMPLOYERS'LIABILITY STATUTE X ER B OFFICERIMEMBEANY R EXC UO D?ECUTIVE ❑ NIA Q93-5101231 09/01/2019 09/01/2020 EL.EACH ACCIDENT $ 500000 (Mandatory in NH) E,L.DISEASE-FA EMPLOYEE $ 500000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT S 500000 Worker's compensation E L Each accident 100000 C Q93-5100926(NY) 09/0112019 09101/202a E L Disease-ea emp 100000 E L Disease-policy 500000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 - 53095 Route 25 AUTHORIZED REP V_" ESENTATIVE oW'J Southold NY 11979 - m Fax: Email: c 988-2015 ACORD CO PORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 4<� b Gl, AP R VED AS NOTED DATE: B.P.# COMPLY WITH ALL CODES OF FEE: ��� BY: NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF OCCUPANCY OR 765-1802 8 AM TO d PM FOR THE ���M41 Q T� i pan FOLLOWING INSPECTIONS: _11 _, USE IS UNLAWFUL 1. FOUNDATION - Ttn,^ REQUIRED S6999ZZ0M2LANNING BOARD FOR POURED CONCRiETE R0U;WQW90XLT_RUSTEES WITHOUT CERTIr oCATF 2. ROUGH - FRAMI�:�= °, PLUMBING 3. INSULATION OF OCCUPANCY N. .a. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 , � OF THS TOWN CODE. Ana I n kfn o? Sl Je- - AN exterior lighting yAy'j_ Instaned,replaced or Iv wired shall conform to Chapter 172 ofthe 7'own Code ELECTRvr'AL 1� 00aNOT•PR6CEEDi6i INSPECTION REQUIRED AOP F�NDAT ON LOCATION, HAS BEEN APPROVED., Job TrussTruss Type Qty Ply 30'Stock Truss <~ 128226321 B611063 T30 FINK 1 1 Job Reference(optional) Superior Trusses, Ephrata,PA 17522 7 640 s Sep 29 2015 MiTek Industries,Inc Mon Nov 07 14 17 20 2016 Page 1 ID XCCL3vaYmfVlmepn6GhTf9ygjYS-laPBukv7yp8cluKNub67TIB2BtwDcXirSY k6PyLYWj -10-8 7-10-0 7-2-0 7-z-0 7-10-0 -10-8 Scale=1 541 5x6= 4 00 12 2x4 11 12 2x4 3 5 2 6 7 1;Iq 10 s 5 q 4x10= 4x6= 4x8= 46= 4x10= I 11 034 It I 19.8.12 I ao_nn 9.5.8 Plate offsets(X.n— (2.0-0-0.0-0-41.T6.0-0-0.0-0-41 LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -043 2-10 >827 240 MT20 1971144 (Roof Snow=30 0) Lumber DOL 1 15 BC 090 Vert(CT) -068 2-10 >518 180 TCDL 50 Rep Stress Incr NO WB 038 Horz(CT) 017 6 n/a n/a BCDL 0 0 Code IBC2015/TP12014 BCDL 5 0 (Matrix) Wind(LL) 0 21 8-10 >999 360 Weight.136 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x6 SP No 1 TOP CHORD 2-0-0 cc purlins BOT CHORD 2x4 SPF 2100F 1 8E (Switched from sheeted Spacing>2-8-0) WEBS 2x4 SPF No 2 BOT CHORD Rigid ceding directly applied or 6-5-15 cc bracing REACTIONS. (Ib/size) 2=248610-6-0,6=2486/0-6-0 Max Horz 2=162(LC 9) Max Upllft2=-777(LC 10),6=777(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-3=5541/1653,3-11=4762/1428,4-11=4585/1453,4-12=4585/1453,5-12=4762/1428,5-6=554111653 BOT CHORD 2-1 0=1 445/5108,9-10=832/3444,8-9=832/3444,6-8=1445/5108 WEBS 3-10=-1313/532,4-10=-354/1556,4-8=-354/1556,5-8=1313/532 NOTES- 1)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph,TCDL=3 Opsf,BCDL=3.Opsf,h=15ft,B=45ft,L=24ft,eave=4ft,Cat.11, Exp C,enclosed,MWFRS(directional),cantilever left and right exposed,end vertical left and right exposed,Lumber D0L=1 60 plate gnp DOL=1 60 2)TCLL ASCE 7-10,Pf=30 0 psf(flat roof snow),Category Il,Exp C,Fully Exp.,Ct=1.2 3) Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1 00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads 5) Dead loads shown Include weight of truss. Top chord dead load of 5 0 psf(or less)Is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load 6) Plates checked for a plus or minus 2 degree rotation about its center 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)2=777, 6=777 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified budding ()V: NS�/j/ designer 11)Graphical purlm representation does not depict the size or the orientation of the purlin along the top and/or bottom chord . SN GA c,9 filtP November 7,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev 1010312015 BEFORE USE. r Design valid for use only with MiTek®connectors This design is based only upon parameters shown,and is for an individual building component,not �� a truss system Before use,the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,NO 63017 BUILDER v 42' 8' L 8' a K = u O d ® N 2-2X10 MSR SYP o �a TRUSS CARRIERS / ` 3v NEW BUILDING SPECIFICATIONS 30' X 42' X 12'5" POST & FRAME BUILDING DESIGN 0-18" X 8" CONCRETE FOOTINGS (TYP) Li E zD (5301 LB CAP; 5080 LB COLUMN WT) o � Ot 1-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY DOOR / CCE >Q rn •6 2 2-9' X 10' INSULATED OVERHEAD DOORS C C Q 2 2A 1-12' X 10' INSULATED OVERHEAD DOOR a 0� o 0 J a r ALL GABLE POSTS F 3]3-36" X 48" THERMALPANE CASEMENT WINDOWS 00 EXTEND TO TOP ® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST cn E 0 OF ROOF TRUSS PROTECTION 8' OC (TYP) °,o 2X8 TREATED GROUND CONTACT SKIRT BOARD 3: w O2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC CIE O OWNER 2-2X10 MSR SYP TRUSS CARRIERS @9' SPANS Z (858 PLF CAP; 640 PLF ROOF LOAD) Q >_ 3-2X10 MSR SYP TRUSS CARRIERS ®12' SPAN V) Z - (769 PLF CAP; 640 PLF ROOF LOAD)TRUSS - Z Y CARRIER TO POST= &"X4" GRK'STRUCTURAL SCREWS m /PRE-ENGINEE ED ROOFPER STRUSSESPLICE MIN,2664 SHEAR RATING 4/12 PITCH, 48" OC, 30-5-5 LOADING 4 ROWS 2X4 BOTTOM CHORD TIES (78" OC.) H-10A HURRICANE TIESLU H / 12" FASCIA GABLE OVERHANG W/ VENTED SOFFIT & O 28 GA. G-100 PAINTED STEEL ROOFING & SIDING / 12" PAINTED STEEL VENTED RIDGECAP Di , 2A 3-2X10 MSR SYP 2 2-2X10 MSR SYP 2 ALL INFORMATION SHIRK OM ON THIS DRAWING IS THE TRUSS CARRIERS O TRUSS CARRIERS O PROPERTY OF SHIRK POLE BUILDINGS LLC THIS DRAHING MAY NOT BE REPRODUCED NITHDUT PERMSSON.BUILDER AND ER ARE L DIMEN TO SBLE 10 VERIFY A1L DIMEN90N5 � c BEFORE CONSTRUCTION 9 DRAWN BY ALS '9G REVIEW 42 REVISIONS• FLOOR PLAN •� �o DATE: 3/18/20 SCALE: 3/16" — 1'O" �� � SITE,ROBINSON �, FLOOR PLAN BUILDER 28 GA. PAINTED I 12 0 N STEEL 12"X6" 00 ar HEMMED FASCIA =14 a _a t �l �l 1� 28 GA. 6" yyyZ v 36*x 48• 36•z 46� 3fi'x 4B• THERMAL PANE THERMAL PANE THERMAL PANE PAINTED STEEL WINDOW WINDOW wlNoow CORNER TRIM Lo FIT] N DESIGN LJ E O 0 BASE LID ' o ANGLE a Q � c: < N0 0_ Q- _ o BACK SIDEWALL LEFT ENDWALL Y ° ) a SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" d 0 •� 0 28 GA. PAINTED STEEL E o - 12" RIDGECAP (VENTED) 28 GA. a E PAINTED STEEL OWNER w 28 GA. PAINTED STEEL 12 6" RAKE TRIM SCREWDOWN ROOF �� 4r T28 'GA. PAINTED Z Lo /STEEL PANELS ANGLE DZOTRIM cl) Z ZY 12'0" x 10'0" 9'0" X 10'0" 910" X 10'0" I=-• OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR 28 GA. PAINTED STEEL® W i' WALL PANELS � Q N ATTACHED W/ SCREWS O ALL INFORMATION SHOWN 3'0•X 6'B• CN THIS DRAWING IS THE 9 LITE PROPERTY OF SHIRK ENTRY POLE BUILDINGS LLC DOOR FRONT SIDEWALL RIGHT END THIS DRAWING MAY NOT BE REPRODUCED WITHOUT SCALE: 1/8" = 1'0" SCALE - ��® PERMISSION.BUILDER AND OYMEII ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION DRAIN BY ALS REVIEW. REVISIONS* DATE- 3/18/20 SITE:ROBINSON 0771 ELEVATIONS- t� �� ss � k2 BUILDER jR PAINTED RID�ECM 8 � 2X4 ROOF PERUN 29 GA. PAINTED q Q n 21VEIOERTIIE ROOF TRUSS PER TRUSS T,F„� STEEL ROOFING z v VEMED PAINTED SCREWS 28 GA STRUCTURAL 2-3�j'X.120 2X4 ROOF / \ \ RAKE Im C CLOSURE2X4 SE&wTE (GIRT STP EF)LIN GAIN. NAILS PURLIN WALL POST 2X6 F p PAINTED � n STRIPS 24'ON CENTER I�x4'GRK FsaA O r TRUSS SIRlIC1URA1 2%8 MEAD 4-34'X.120 NOTCHED SCREWS __ CAIN NAILS PUCE IMO o METAL SIDING Vpl� CMg 2X4 ROOFYPAINTED RSC EWS R TRIM OVERHEAD CABLE TR SOFFiT �` PEPoJj1S �ROOF � 9'ON CENTER STRUCTURAL �OOR O OVERHEAD DOOWEATHERSTRIP SIDAL CFdW TRIM -n /1 SYP CRK STRUCTURAL �I 12' RIDGE CAP METAL SIDING h ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG DETAIL ROOFING FASTENERS FASTENINO DETAIL CARPoER FASTENER DETAIL HEADER DETAIL DETAIL SCALE: 1/2'- 1'0• SCALE: 1/2'- 1'0' SCALE: 1/2•- 1'D' SCALE: 1/2•- 1'0' SCALE: 1/2'- 1'0' SCALE: 1/2• - 1'D• DESIGN LJCL: O O PAINTED STEEL WALL POST PING _ WALL POST P� 2%4 ROOF PERLIN DPAINITED OOR JAMB 2%6 FACE BOARD j Q GAIN.NAILS / ol 2X GIRT R00 0 T-- TRI, 2�'GALSC__ F� c r- < 0- DECK SCREWS g_�• ROOF TRU VENTED Q -CIL o GN.V. NAILS LICE 8 GA.PAINTED STEEL CHANNEL SOFFR Y -0 c S PER SIDE POST F$J TRIMS aUSS2RRIER METAL SIDING Q •� s SIDEWALL GIRT BLOCK rF--AS&TN-ERT IE BLOCK ENTRY DOOR 12'EAVEOVERHANG O DETAIL JAMB DETAILOOR DETAIL0SCALE: 1/2'- 10' ALE: 1/2'- 1'0' SCALE: 1/2•- 1'o' SCALE: 1/2' - 1'0" C3 � IE 28 GA. PAINTED STEEL OWNER RFING INSTALLED IN SCREWS & WAASH RS 20 BOTTOM CHORD PERMANENT LATERAL Z BRACING (SEE TRUSS O WG FOR SPACING) 2X8 SPF 2X4 ROOF FACE BOARD Z Z NS 24'OC. PAINTED 2X4 F DIAGONAL BRACE MM FASCWR It FRGM taD(UB.�E TD BOTH FAYFS ROOF PRE-ETRUSSNGINEERED W U VENTED 11 11 11 11 48'OC. PRE-ENGINEERED ROOF PANS ��// TRUSSES 48'OC. P STEP]. LL. p2-2X10 MSR SYP TRUSS CARRIE w F&J TRIM NOTCHEDTRUSS /� p /1 sw TRUSS CARRIERS INTO POST 0 Q 3 PLY 2X8 GLU-LAM 2X4 SPF SIDEWALL GIRTS 24"OC. N POSTS e' OC. TYP. WALL BRACING REGUIREMENTS: 28 GA. STRUCTURAL STEEL ALL INFORMATON SHOWN WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8'OC.TYP, w THIS DRAWNc Is THE REGUIREMENTS: OF WALL PURLINS WRH SCREWS PROPERTY OF SHIRK 28GA STRDCR111AL POLE BUILDINGS LLC STEEL SIDING *�r THIS DRAWNG MAY NOT 2X4 SPF WALL CARTS 24'OC. PANELS INST ®� IVC BE REPRODUCED WTHauT WITH SCREW C PERMIS510N.BNLDER AND GRADE GRADE �® OWNER ARE RESPCNSIBLE TO VERIFY ALL DIMENSIONS 5'-4000 PSI 2X8 PRESSURE TREATED Q" ��o TREATED SYP GROUND CONTACT BEFORE coNsrnucnoN GRADE (BOTTOM SYP SKIRT BOARD G, •y ODHCIEIE FLOOR 2X8 SKIRT BOARD �� DRAIN)BY. ALS OF OARD) (OPTIONAL) REVIEW. MP ' v y��p; REVISIONS- FTLL .. ,•3/4. OPTIONAL J � B4CKa /\\/ \ \/\//\//\\/ \/ /;Y/�/�/�\//�\/ �\ \� r 6r1 FOOD PSI.CONCRETE \ (� / \ ��/�/�� / \�FOOTING NG (SEE SIZE; / \ DATE 3/18/20 FOOD PSI. CONCRETE FOOTING /\ �3000 PSF SOIL / / ON FLOOR (SEE SIZE ON FLOOR PLAN) \\/ °5„_y y \\/�j\\ \ s1 \ , �� SITE.ROBINSON SECTIONS YPICAL TYPICAL FRAME \ \! \\\/\ FRAME SECTION '/./iy /v/i�/. . Y SECTION .SS�®``�0 (ENDWALL VIEW) (SIDEWALL VIEW) \31 SCALE: 1/4” = 1'0" SCALE: 1/4" = 1'0" 4 BUILDER BUILDING DESIGN NOTES AND DETAILS a� ,,4.1 GRADING & EXCAVATION A48 CONCRETE FLOOR(OPTIONAL) p FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. z d d SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS �a LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. a BUILDING USE= STORAGE A4.2 FOOTINGS d 0 STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U Z EXPOSURE CATEGORY= C ��, FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=5B UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN �r FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=1260 DESIGN A4.3 FRAMINLUMBER GFOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. BUILDING VOLUME (CU FT)=18,500 L o u STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH co - LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN Q) rn o YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. (D > E> Q rn FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE. a.) p 2 USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. CD- > SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4 10 APPLICABLE BUILDING CODES J A4.4 ROOF TRUSSES in acx ROOF TRUSSES SHALL BE PRE-ENGINEERED, GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: d �o .) o COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2015 IBC/2017 NY SUPPLEMENT CODES o Y TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A4.11 DESIGN CRITERIA: o E SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING w OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) z A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) y Z AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) m Y UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN () ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES O A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR I- EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W F- FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. " Q TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: O SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, ANDA DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER 4" BOARD WIDTH. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE* Au INFORMATION SHOINN ON THIS DRAINING IS THE TRUSS CARRIER CONNECTION TO POST: 11"x4" GRK RSS STRUCTURAL SCREWS. SCREW ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLC THIS DRAWING MAY NOT PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE RFPROIX_INITHOUT PERMISFROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY 0 ODIFICATIONS OMER ARE RESBUIPONSIBLE AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OINNER ARE RESPON9BLE NOT APPROVED BY A CERTIFIED ENGINEER. TO VBU-Y ALL DIMENSIONS WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED 0 BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAM BY. ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED I� pP REVIEW #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; i!1 DATE 3/18/20 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. ([0 SITE.ROBINSON DETAILS sl ®'p 4� � JA , 4 X07 #019.03-11 JQ• SOUNDVIEW AVE# (50' R0 UE N73046115, E N69019'08"E 327' 94 332.23 I CONC N/F MOUNT ---� MONUMENT I SECT.94 BLOCK 2 00 N/DIST. 0 1000 N/F N/F SHERIDAN FOUND LOT 1.5 1 SECT.94 BLOCK 21 DIST. 1000 S22p 421 000 E 17 111 LOT 1.4 j SECT.94 BLOCK 2 ��� 7s 141 .89 322.OD ' N20°50'45"W s�.�2s'� .�2'9�- Ns9.1968 LOT J0IQ' 5 ' ✓2 73.36' MONUMENT #20'50 459V POND E 3.5' 1 73.36, AREA = 2,4R3 SQ. Fl. N 't N/F LAVEGLIA I I OR 0.06 ACRES DIST, 1000 I 1 4-4 SECT.94 1 V ° " g S BOT 43 c73 I I 26 15 W o `� FEN4' CLF o ' 322. 00 S21 03 00��E I s2r21�o'� CE 3707' E 6.9' 7 5.0 0 I S22021 '20"E 37.07' I N/F PESSIN DIST. 1000 I SECT.94 BLOCK 2 LOT 5 I 1� • I 0/ 0 I FENCE C3IIII E 16.0' N 0% I N I 0% Z 5' METAL (Q \xFENCE I E 32.6' N/F KAELIN I DIST. 1000 SECT.94 I BLOCK 2 LOT 43 I I I I I . _ . _ . _ . _ . . . - - I DIST. 1000 SECT. 100 BLOCK 2 I LOT 4 I CONTAINING 1,493,997 SQUARE FEETFENCE OR 34.3 ACRES I E 12.0' I 1 r. ( I I 001ZORYW R16hI S EASEMENT AREA = 1,,305,303 SO. f I OR 29.97 ACRES I N/F KRUPSKI I N/F IMBRIANO DIST. 1000 DIST. 1000 LLj SECT. 100 I SECT.94 I BLOCK 2 BLOCK 2 LOT 3.2 13 LOT 43 I m I i� HYDRANT I I I 1 IRRIGATION I EQUIPMENT I I i � I I I FENCE • I I f E 11.0' I �• _ • _ . - . _ . _ . _ . - • - I . I I i I j NURSERY 4-4E 21.9' I I I I I � iC I I � iC I I ► C I C I � I 1 C N/F 2205 OREGON ROAD LLC 1 C DIST. 1000 I C SECT. 100 I C BLOCK 2 I I LOT 5.5 I j NURSERY I C W i PLANTINGS I C Ld O i o ► r %0 00 I I I C 0 Lf) +c 566'56:38 3Y 242 N 56' ! I N /I #66'56;38"E 24256', i C Z b � � � i � NURSERY E23.1' I / a _ . _ . _ . _ . _ . _ . _ . - I �o� BLDG. EXCLUDED AREA E 32.3 AREA = 188,692 SQ. f7 I I 1 o OR 4.3 ACRES' I BLDG. I E32.2' FOUNDATION REMNANTS CONC/ N BLDG. W I / 3 Wo C:> FRAME E 7.0' 0 f)� 5. SHED BLDG. N 0"- N/F 2205 OREGON ROAD LLC I / k, ,k FRAME '13 E 6.3 - N DIST. 1000 (� REM N SECT. 100 W/CA, / ,R o GARAGE GFRAME o E 25E O BLOCK 2 N53'0810V, FRAME is LOT 5.4 5681 / (= SHED N _ S52:44'10-V_ -- - N/F KRUPSKI I 1 / BRICKS FENCE E 3.4' _e-- 50088 I DIST. FARM 1 2 STORY WELL O'20y_ BLOCK 2 I EQUIPMENT FRAME S5T5 _; I 501.18 m LOT 3.1 I \ 5��43'19'�' S60'43'19'1V 74.85' r - - CONC I 198.87' _ CONC MONUMENT (n L CONIC MONUMENT FOUND - D FOUND S60°43 911W 473 .721 0 OREGON ROAD Z (VAR" ROAM m SURVE 7 HEMMED Y1 019M A 6 2ED T s• ,;.': ;'s LAND PRESERVATION DEPT %` -••- DIST. 1000 SECT. 100 BLOCK 2 LOT 4 (�4,3 Town of Southold ' '•1`'r 1..1,'4"'. NOTES: ' >, f .: m r. TITLE SURVEY rew k..,Y "ONLY COPIES FROM THE ORIGINAL OF 1. PROPERTY INFORMATION SHOWN IS OF EXISTING '+ , ''^^��f THIS SURVEY MARKED WITH AN ORIGINAL CONDITIONS AS OF 4/4/19. L �+' at 7 OF THE LAND SURVEYOR'S INKED OR fl ., EMBOSSED SEAL SHALL BE CONSIDERED2105 OREGON ROAD � ag� 2. THIS IS TO CERTIFY THAT THERE ARE NO TO BE A TRUE VALID COPY STREAMS OR NATURAL WATERCOURSES IN THE J � MATTITUCK "UNAUTHORIZED ALTERATIONS OR ADDITIONS PROPERTY AS SHOWN ON THIS SURVEY. E �- TO A LAND SURVEYING DRAWING CERTIFIED TO: -. BEARING A LICENSED PROFESSIONAL LAND 3. THERE ARE NO UNDERGROUND OR OVERHEAD 409LAKEAVENUE TOWN OF SOUTHOLD SURVEYOR'S SEAL IS A VIOLATION OF TOWN DF SOUTHOLD UTILITIES SHOWN ON THIS MAP. COUNTY OF SUFFOLK ARTICLE 145, SECTION 7209, PARAGRAPH SAINT JAMES, NY 1 178❑ ` A.. =. 2 OF THE NEW YORK STATE EDUCATION ESTATE OF JOHN W. ROBINSON(ROGER ROBINSON, HEIR) 4. THE DIMENSIONS SHOWN HEREON ARE FOR A TEL: 631.672.2481 STATE OF NEW YORK 11952 ANDRE K. MILLER-- L'°` FIDELITY NATIONAL TITLE INSURANCE SPECIFIC PURPOSE AND MAY NOT BE USED TO Fx: 631.716.7780 NEW YORK LIC. NO. 50921 GUIDE IN THE ERECTION OF STRUCTURES OR INFOa@TRUEPOINTSURVEYINC.COM FENCES. TITLE : DATE: 5-13-2019 SCALE: 1"=150'