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Home My WebLink About46184-Z �O�OS�FFOiy Town of Southold 2/15/2022 a P.O.Box 1179 c • �� 53095 Main Rd 44� � f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42796 Date: 2/15/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1260 Nokomis Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/9/2021 pursuant to which Building Permit No. 46184 dated 5/5/2021 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: single-family dwelling with unfinished basement, covered front entry,rear stoop and attached two car garage_as applied for. The certificate is issued to William Walters Jr. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0024 1/12/2022 ELECTRICAL CERTIFICATE NO. 46184 11/16/2021 PLUMBERS CERTIFICATION DATED 2/24/2022 er Saun e s 000 ed Signature SUEFa k TOWN OF SOUTHOLD BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46184 Date: 5/5/2021 Permission is hereby granted to: Hokanson, Richard 1635 Nokomis Rd Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1260 Nokomis Rd, Southold SCTM #473889 Sec/Block/Lot# 78.-3-14 Pursuant to application dated 4/9/2021 and approved by the Building Inspector. To expire on 11/4/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,793.60 CO-NEW DWELLING $50.00 Total: $1,843.60 Building Inspector oF so�jyOl Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 :3;S Q roger.richert(a)-town.South old.ny.us Southold,NY 11971-0959 oIyCUUM�I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard Hokanson (William Walters) Address: 1260 Nokomis Rd City: Southold St: New York Zip: 11971 Building Permit#: 46184 Section: 78 Block: 3 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 45 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 1 Wall Fixtures 10 Smoke Detectors 6 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 26 CO Detectors 3 Sub Panel A/C Blower 1 Range Recpt gas Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS 11 Other Equipment: 3-smoke detectors, 3-combination smoke / CO detectors, 1-range hood, 3-bath fans, 1-GFCI circuit breaker, 17-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: zo f Date: November 16 2021 81-Cert Electrical Compliance Form.xls SO(/ �. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT F E Q 15 2022 TOWN OF SOUTHOLD EUPLL:a� ., iOWtV OF CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumber ignature) Sworn to before me this day of �-�yJ/c�t4C Notary Public, � �r�-County DEBORAH H.VAN DULER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 VA6186177 Qualified in Suffolk County Commission Expires April 28,20 OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycouxn,��' 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND J ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]--FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: II �Qv ,or& OCG w� V DATE I 'l0 INSPECTOR g SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION o [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND -[ 11NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: qe7 DATE 2/ INSPECTOR r`- ' SOF so how 06 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [. ] ROUGH PL13G. [ ] OUNDATION 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: .FMZU DATE INSPECTOR �o�aoe souTyolo TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS:, DATE 16 INSPECTOR � I OF SOUTyO * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 lNSPECp* N .' - FOUNDATION 1ST [ ROUGH PLBG. [. ] F UNDATION 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: V\W[4� ?�4 4 Q Uvea Ov,/ DATE INSPECTOR OF SO//T�olo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 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) rim ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: '�•C/�L L�t-�-`tom/?� '�-- `��C _ ) DATE P f L� INSPECTOR e< �aOFSo//ryo # TOWN OF SOUTHOLD'BUILDING DEPT. `ycou765.1802 INSPECTION- I FOUNDATION 1ST [ ] RO PLBG. [ ] , FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL Q D [ ] FIREPLACE& CHIMNEY j -1c FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION`S [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( [ ] PRE C/O REMARKS( l fD • �w so VA c; Col"R eo DATE aaa� INSPECTOR Hampton Home Performance (631) 594-7101 PO Box 866•Bridzehamaton, AT 11932 DATE: 12/17/2021 TEST# 12172021D2 2020 NY-ECCC Air Leakage/ Duct LeakaEe Testing Compliance Letter Home Address Tested: ' 1260 Nakomis Rd Southold,NY er ; # . Conditioned Space: 2,144 sqft Duct Leakage Test Final Must be<=86 CFM25 CFM25A11owed=Area Served Sq.Ft. /100 x 4 Tested CFM25 = 80.5 Result: PASS Better than code by_6 %. Signature confirms the validity ot the above test resu ts. Attention Building Inspectors: Please do not hesitate to call to Pete Vargo confirm that this test was RESNET Certified HERS Rater #2344429 completed by a third party, BPI-DOE Certified Quality Control Inspector(QCI) independent, professional and to BPI Certified Multi-Family Building Analyst verify TEST # and results. BPI Certified Building Anaylst BPI Certified Energy Auditor (570) 490-3928 (Pete) Building Performance Consultant ----- -- Energy Star Partner Hampton Home Performance (631) 594-7101 DATE: 12/17/2021 TEST# 12172021B2 2020 NY-ECCC /Blower Door Testing Compliance Letter 1260 Nakomis RD Southold, NY 11971 xf � Cubic Volume of Conditioned Space: 20,881 cuft Test(s)Performed: Blower Door Must be<= 3.00 ACH ACHso = CFMso x 60min/hr/volume of conditioned space ACH, a ACHso = 1003 CFMso x 60 min/hr/20,881 cuft=2.8 Resul PA Better Than Code by_7 %. Signature confirms the validity of the above test results. Attention Building Inspectors: Please do not hesitate to call to Pete Vargo RESNET Certified HERS Rater #2344429 confirm that this test was BPI-DOE Certified Quality Control Inspector(QCI) completed by a certified, third BPI Certified Multi-Family Building Analyst party, independent, professional BPI Certified Energy Auditor and to verify TEST # and results. Building Performance Consultant (570) 490-3928 (PETE) FIELD:INSPECTION REPORT 'DATE " COMMENTS -S l� FOUNDATION(IST) " •, '�. bpi � •` :" .. -------------------------` ----- FOUISIDATION'(2NA) " ROUGH FRAMING:& .•. PLUMBING. C� H 1V+YV . V u�► a l y INSULATION.PER N.Y. STATE-ENERGY CODE FINAL' ADDITIONAL CQIVINIBNTS' r® 2/ DU'-Psi.E' :�-�' "!�' ` " '' : .• m zi� 691 4k ' Ju m �ossueFatK�,o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtowM.Rov x Date Received APPLICATION FOR BUILDING PE IT For Office Use Only 1 Q � r PERMIT NO. V Building Inspector: APR _ 9 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted.,Where the Applicant is not the owner,an 1' l Owner's Authorization form(Page 2)shall be completed, Date:April 6, 2021 OWNER(S)OF PROPERTY: Name:William Walters SCTM#1000-78-3-14 Physical Address: 1260 Nokomis Road Southold Phone#:-631-553-6533 Email:williamwalters@danielgale.com Mailing Address: CONTACT PERSON: Name:Nancy _Dwyer_ Mailing Address:PO Box 1569 Southold, NY 11971 Phone#:631-739-4617 _ Email`:dwyerdesigns._inc@yahoo.com_ DESIGN PROFESSIONAL INFORMATION: Name:,Nancy-Dwyer _ Mailing Address: Phone#: TTM-711- : CONTRACTOR INFORMATION: Name,Scott Boger Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION, VNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Proposed new house with attached garage on vacant land Will the lot be re-graded? ❑Yes i/No Will excess fill be removed from premises? Ves ONO 1 s'q PROPERTY INFORMATION ` Existing use of property:vacant_.land-.-_ ;_.. _______. _ Intended use of property:single family_residence...._..__ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes, ,No IF YES, PROVIDE A COPY. E�(Check Box After Reading: The owner/contractor/design professional:is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition-as herein described.The applicant agrees to comply with all applicable laws;ordinances,building code, housing code and regulationsand to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Nancy Dwyer Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York No.01 BU6185050 COUNTY OF Suffolk ) Qualified in Suffolk County Commission Expires April 14,2-0-D Nancy Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Designer (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of I ,20,a( Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� William J Walters Jr residing at 305 Hill St Mattituck,NY 11952 do hereby authorize to apply on my If to t Tow o o Id ilding Department for approval as described herein. 4/3/2021 Owner's Signature Date William J Walters Jr Print Owner's Name 2 Town Hall Annex `� - Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 W .b Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE--OF UTILIZATION OF TRUSS TYPE'CONSTRUCTIOt1fa'PRE ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER-CONSTRUCTION Date: Owner: - -- — -- Location of Property: _�o�lP �o�v�l s SeUAII o AL Please take notice that the (check applicable line): New commercial or residential 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): Truss type construction (TT) VPre-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) Signature: _-- Name (person submitting this form): ML4 DW' � Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 J � c� 'Ff04 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 +� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoldtownny.gov- seand(absoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: -712t Z J Company Name: a ` A(9'k Name: 1"/11'LiAM W-1, t r'5 License No.: email: Phone No: 01 request an email copy of Certificate-of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: lfu- JAPI 01-1 Ine-:5 _ Address: �2-&C V KoM i S k C44) Cross Street: Phone No.. &Z 7 Bldg.Permit email: Tax Map District: 1000 Section: -78 Block: Lot: I BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: [ ]YES _]NO ❑Rough InYFinal Do you need a Temp Certificate?: EaYES ❑NO Issued On AN IA Temp Information: (All information required) Service Size ®1 Ph ❑3 Ph Size: 7,0© A # Meters Old Meter# ©New Service ❑ Service Reconnect ® Underground ❑Overhead # Underground Laterals ❑1 ®2 H Frame ❑Pole Work done on Service? Y ❑N Additional Information: PAYMENT DUE WITH,APPLICATION l recd Electrical Inspection Form 2020.xlsx 7 aJ 1111111 Iill 11111 11111 11111 11111 11111 11111 11111 1111 1111 111111 IIIII Illll Illi IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 4/24/2021 Number of Pages: 4 At: 7:33:56 PM Receipt Number: 21-0081958 *ELECTRONICALLY RECORDED* Transfer Tax Number: 20-29829 LIBER: D00013101 PAGE: 338 District: Section: Block: Lot: 1000 078.00 03.00 014.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $280,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Comm.Pres $4,100.00 NO Transfer Tax $1,120.00 NO Transfer Tax Number: 20-29829 Fees Paid $5,740.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County RECORDED Number of pages 4 4/24/2021 7:33:56 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013101 Social Security Numbers P 338 prior to recording. 20-29629 Deed/Mortgage Instrument Deed l Mortgage Tax Stamp Recording/Filing Stamps 31 FEES Page/Filing Fee 20.00 Mortgage Amt. 1. Basic Tax _ Handling 20. 00 2. Additional Tax TP-584 5.00 Sub Total Notation 0.00 Spec.lAssit. or EA-52 17(County) 5.00 Sub Total 50.00 Spec./Add. EA-5217(State) 250.00 TOT.MTG.TAX R.P.T.S.A. 200.00 Dual Town Dual County_ Held for Appointment Comm.of Ed. 5• 00 Transfer Tax 1,120.00 Affidavit r Mansion Tax 0.00 The property covered by this mortgage is Certified Copy 0.00 or will be improved by a one or two NYS Surcharge 15. 00 470.00 family dwelling only. Sub Total YES or NO Other 520.00 Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 1 Dist. Section Block Lot 5 Community Preservation Fund 21020454 1006-078.00-03.00-014.000 2 B 0 0 0 0.0 0 Real Property Consideration Amount$ , Tax Service P r s Agency R cctt a 4,100-00 g Y 4nt2ozl CPF Tax Due $ Verification Improved - 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land x Appellate Land Services, LTD TD 10 6901 Jericho Turnpike, Ste 100 Syosset NY 11791 TD TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Inforntaf3on 310 Center Drive, Riverhead, NY 11901 Co.Name www.suifolkcountyny.gov/clerk Title# s Suffolk Countj Recording & Endorsement Page This page forms part of the attached DL® made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEWYORK. TO In the TOWN of SOUTHOLD In the VILLAGE or HAMLET of BOXES 6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. iz-oio3_�aos k (over) If the document youVe just recorded is your SATISFACTION OF MORTGAGE,please be aware of the following: If a portion of your monthly mortgage payment included your property taxes,'you will now need-Lo- contact eedtocontact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January loth and on or before May 315t Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax p ayment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville,N.Y. 11738 Shelter Island,N.Y. 11964 (631)451-9009 (631)749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631)360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (631)351-3217 (631)283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip,N.Y. 11751 Southold,N.Y. 11971 (631)224-5580 (631)765-1803 Sincerely, Judith A.Pascale Suffolk County Clerk is-a Baa..oaroew CONSULTYOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY NYCT: $1,120.00 THIS INDENTURE,made the 2nd day of April 2021 BETWEEN RICHARD HOKANSON,residing at 1635 Nakomis Road,Southold,NY 11971 party of the first part,and WILLIAM J.WALTERS,JR.,residing at 305 Hill Street,Mattituck, NY 11952 party of the second part, WITNESSETH, that the party of the first part, in consideration of ONE ($1.00) DOLLAR and other good and DIST: valuable consideration dollars paid by the party of the second part,does hereby grant and release unto the party 1000 of the second part,the heirs or successors and assigns of the party of the second part forever, SECT: ALL that certain plot,piece or parcel of land, lying and being in the 078.00 BLOCK: 03.00 SEE ATTACHED SCHEDULE A DESCRPTION LOT: 014.000 BEING AND INTENDED TO BE the same premises conveyed to the Grantor herein by deed dated August 19,2016 and recorded September 15,2016 in the Office of the Suffolk County Clerk at LIBER 12879 and Page 720. SAID premises being known as 1260 Nakomis Road,Southold,NY 11971 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: RI HARD HOKANSON Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment Form 3290 . ' Chicago Title Insurance Company Title Number:APS16321S Page 1 SCHEDULE A DESCRIPTION ALL that certain piece or parcel of land, lying and being at Laughing Water,Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the westerly line of Nokomis Road 226.80 feet from the concrete monument at the intersection of the of the westerly line of Nokomis Road and the southerly line of Hiawatha's Path; RUNNING THENCE South 5 degrees 45 minutes East 113 feet along the westerly line of Nokomis Road to a point; THENCE South 84 degrees 21 minutes West 122 feet more or less to a point; THENCE North 3 degrees 05 minutes West 113 feet along the property of others to a point; THENCE North 84 degrees 21 minutes East 120 feet more or less along property of C.H. Wickham to the point or place of beginning in the westerly line of Nokomis Road, said premises being more particularly bounded and described as follows: All that certain plot, piece or parcel of vacant land, situate, lying and being at laughing Water, near Southold, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at an iron pipe on the westerly line of Nokomis Road, 226.80 feet southerly along said westerly line of Hiawatha's Path, said point of beginning being the southeasterly corner of land of Gonzalez,from said point of beginning running along said westerly line of Nokomis Road, South 5 degrees 45 minutes East, 113.0 feet to an iron pipe; RUNNNG THENCE along land now or formerly of C.H.Wickham, South 84 degrees 21 minutes West, 121.34 feet to an iron pipe and land of Parker; THENCE along said land of Parker, North 4 degrees 10 minutes West, 81.12 feet to a monument; THENCE along the lands of Mitchell, North 3 degrees 56 minutes West, 31.85 feet to an iron pipe; THENCE along said land of Gonzalez, North 84 degrees 21 minutes East, 118.08 feet to the point or place of BEGINNING. Together with the right to use the beach as said right is reserved in Liber 12879 Page 720 FOR INFORMATION ONLY: PREMISES: 1260 Nakomis Road, Southold, NY 11971 District 1000 Section 078.00 Block 03.00 Lot 014.00 1 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Suffolk SS: State of New York,County of SS: On the day of in the year before me, the On the Q day of in the undersigned,personally appeared personally known to year 2021 before me,the undersigned,personally appeared me or proved to me on the basis of satisfactory RICHARD HOKANSON personally known to me or proved evidence to be the individual(s)whose name(s) is(are) to me on the basis of satisfactory evidence to be the subscribed to the within instrument and acknowledged to individual(s) whose name(s) is (are)subscribed to the g within instrument and acknowledged to me that he/she/they me that he/she/they executed the same in his/her/their executed the same in his/her/their capacity(ies),and that by capacity(ies),and that by his/her/their signature(s)on the his/her/their signatures) on the instrument, the instrument,the individual(s),or the person upon behalf of individual(s),or the person upon behplf of which the which the individual(s)acted,executed the instrument. individual(s)acte xzcul iht'ii�ns�l. si ature and office of individual taking acknowledgment) (signature and office of individual taking acknowledgment) LINDA S.CARLSON L)1'1Ccs,'0.cA(-lSvn Notary Public,Stale of New York A (� No.OtCAC* N 37178 DiKf AvAIL : 0(q/ Cdua ifizc in SUffclk County Commission Expires Nov.14,20�� UGi4 loi 3 178 S +"��C Gbt.v►-h-j TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MAME�OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year 20_,before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED DISTRICT 1000 SECTION 078.00 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 03.00 Title No. APS16321S LOT 014.000 RICHARD HOKANSON TO WILLIAM J.WALTERS,JR. COUNTY of SUFFOLK TOWN of Southold STREET ADDRESS 1260 Nakomis Road Southold,NY 11971 STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Distributed by RETURN BY MAIL TO: onwealth Jared Kaplan,Esq. Kaplan,Kaplan&DiTrapani LLP NN'CALTH LtN0 TITIzINSURANCECOMPANY 6901 Jericho Turnpike,Suite 100 Syosset,NY 11791 RESERVE THIS SPACE FOR USE OF RECORDING OFFICE SINGLE AND SEPARATE_SEARCH. Title No.: APS 16321 S STATE OF NEW YORK) SS COUNTY OF SUFFOLK) Constance Weinberg-Powers, being duly sworn,deposes and says: That she has a place of business at 6901 Jericho Turnpike, Syosset,New York 11791 and is over the age of 21 years that she is a Senior Title Officer of Appellate Land Services. .That under her direction,title was examined to the parcels of land described on the annexed Schedule and labeled Parcels: A,B, C,D, &E That said examination, dated from 1969 to the present 2021 disclosed a Chain of Title to determine if any contiguous property.was owned by the owner of the property involved since the date of any previously applicable Zoning Ordinance as of August 1, 1969. And,that this affidavit is made to assist the Board of Zoning Appeals to the Town of Southold too reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof.The Company's Liability under this certificate shall be for $25,000.00 and shall not exceed$25;000.00. APPEL TE LAND SERVICES BY _ L 'Constance Weinberg-Powers Sworn to me this 7th Day of X12021 MICHELE JOY RABBINER NOTARY PUBLIC,STATE OF NEW.YORK Registration No.02RA6272586. Qualified in Suffolk County Commn Exissiopires January 13,21� DESCRIPTION PARCEL"A": (SUBJECT PREMISES):1260 NAKOMIS ROAD,SOUTHOLD,NY All that certain piece or parcel of the land, lying and being at Laughing Water,near Southold,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the westerly line of Nokomis Road,226.80 feet from a concrete monument at the intersection of the westerly line if Nokomis Road and the southerly line of Hiawatha's path: RUNNING THENCE South 5 degrees 45 minutes East 113.00 feet along the westerly line of Nokomis Road to a point; THENCE South 84 degrees 21 minutes West 122.00 feet more or less to a point; THENCE North 3 degrees 05 minutes West 113.00 feet along property of others to a point; THENCE North 84 degrees 21 minutes East 120.00 feet more or less along property of C.H. Wickham to the point or place of beginning in the westerly line of Nokomis Road, said premises being more particularly bounded and described as follows: ALL that certain plot,piece or parcel of vacant land,situate lying and being at Laughing Water,near Southold,Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at an iron pipe on the westerly line of Nokomis Rod,226.80 feet southerly along said westerly line from Hiawatha's Path, said point of beginning being the southeasterly corner of land of Gonzalez,from said point of beginning running along said westerly line of Nokomis Road, South 5 degrees 45 minutes East, 113.00 feet to an iron pipe; THENCE along land now or formerly of C.H. Wickham, South 84 degrees 21 minutes West, 121.34 feet to an iron pipe and land of Parker; THENCE along said land of Parker,North 4 degrees 10 minutes West, 81.12 feet to a monument; THENCE along land of Mitchell,North 3 degrees 56 minutes West,31.85 feet to a iron pipe; THENCE along said land of Gonzalez,North 84 degrees 21 minutes East, 118.08 feet,to the point or place of BEGINNING. ALSO known and designated on the Real Property Tax Map as: District 1000 Section 078.00 Block 03.00 Lot 014.000 PARCEL"B": (SOUTH): inclusive as shown on above said map- District 1000 Section 078.00 Block 03.00 Lot 013.000 PARCEL"C": (NORTH) as shown on above said map- District 1000 Section 078.00 Block 03.000 Lot 015.000 PARCEL"D"(NORTHWEST): as shown on above said map- District 1000 Section 078.00 Block 03.00 Lot 066.000 PARCEL"E" (SOUTHWEST) as shown on above said map- District 1000 Section 078.00 Block 03.00 Lot 009.000 STATE OF NEW YORK) SS COUNTY OF SUFFOLK) Constance Weinberg-Powers being duly sworn,deposes and says: That she has a place of business at 6901 Jericho Turnpike, Syosset,New York 11791 and is over the age of 21 years and she is a Senior Title Officer of Appellate Land Services.That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. APP AT LANDS RVICES / n 11� CONSTANCE WEINBERG-POWERS SENIOR TITLE OFFICER Swo n o me this T" of A il 2021 MICHELE JOY RABBINER NOTARY PUBLIC,STATE OF NEW YORK Registration No.02RA6272586 Qualified in Suffolk County Commission Expires January 13,202 CHAIN OF TITLE FOR PARCEL"A" (SUBJECT PREMISES) Jose Prieto Liber 6666 pg.428 Ada Prieto Date: 11-22-69 Recorded: 12-1-69 To Walter Wenchell Veronica Wenchell,His Wife Walter Wenchell Liber 10234 pg.294 Veronica Wenchell,His Wife Dated:2-4-1986 Recorded: 1-30-1987 To David Wayne Winters David Wayne Winters Liber 10234 pg.288 Dated:2-4-1986 To Recorded: 1-30-1987 Veronica Wenchell, 50%Interest David Wayne Winters Liber 10234 pg.291 Dated: 2-4-1986 To Recorded: 1-30-1987 Walter Wenchell 50%Interest Walter Wenchell Liber 10234 pg.282 Dated: 2-4-1986 To Recorded: 1-30-1987 Walter J. Wenchell&Thomas G. Wenchell,As Trustees of the Veronica M. Wenchell Income Trust Veronica Wenchell Liber 10234 pg.285 Dated: 2-4-1986 To Recorded: 1-30-1987 Walter J. Wenchell &Thomas G. Wenchell,As Trustees of the Walter T. Wenchell Income Trust Walter J. Wenchell&Thomas G. Liber 12879 pg.720 Wenchell, as Trustees of the Veronica Wenchell Income Trust, as to a 50%Int, Dated: 8-19-2016 As Trustee of the Walter T. Wenchell income Trustee,as to a 50%Int. Recorded: 9-15-2016 To Richard Hokanson Richard Hokanson Dated 4-2-2021 Recorded:As Being Duly Recorded To William J. Walters,Jr., STATE OF NEW YORK COUNTY OF SUFFOLK Constance Weinberg-Powers,being duly sworn,deposes and says: That she has a place of business at 6901 Jericho Turnpike, Syosset,NY 11791 and is over the age of 21 years and she is a Senior Title Officer of Appellate Land Services.That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. AP LLATE LAND SERVICES onstance Weinberg-Powds Senior Title Officer Swo o me th' 7f Ap 2021 MICHELE JOY�RABBINER NOTARY PUBLIC,STATE OF NEW YORK Registration No.026272586 Qualified in Suffolk County Commission Expires January 13, CHAIN OF TITLE FOR PARCEL"B" (PREMISES SOUTH) Henry William Drum Liber 8069 pg. 99 Joseph Saland Dated: 7-7-1976 Recorded: 7-15-1976 To Michael F. Colavito Robert C. Carlsen,Tenants In Common Robert C. Carlsen, as to a Liber 11673 pg.215 50%Int. Dated: 9-15-1993 Recorded:4-19-1994 To Margarite Carlsen, as to a 25%Interest Robert C. Carlsen as to a 25%Int Liber 11823 pg. 918 Dated:2-10-1997 To Recorded:4-4-1997 Robert C. Carlsen Billie Ann Carlson,His Wife Robert C. Carlsen,Billie Ann Carlsen Liber 11997 pg. 843 Michael F.Colavito&Margarite Dated:4-21-1999 Carlsen Recorded 10-29-1999 To Michael F.Colavito Joan Colavito,His Wife Last Deed of Record STATE OF NEW YORK) SS COUNTY OF SUFFOLK) Constance Weinberg-Powers being duly sworn,deposes and says: That she has a place of business at 6901 Jericho Turnpike, Syosset,New York 11791 and is over the age of 21 years and she is a Senior Title Officer of Appellate Land Services. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. MI11r RABBINER NOTARY E OF NEW YORK A P LLA ELAN SE VICES Reg2RA6272586 Qolk County CommissJanuary 13,2t CONSTANCE WEINBERG-POWERS SENIOR TITLE OFFICER Sworn to me this 7"' Day of April 20 CHAIN OF TITLE FOR PARCEL C(PREMISES NORTH) Leo Rauch Liber 7220 pg. 135 Jacqueline Nellie Rauch Dated: 8-9-1972 Recorded: 8-15-1972 To George J. Weiss Katherine Weiss,His Wife George J. Weiss Liber 10396 pg. 136 Katherine Weiss,His Wife Dated: 8-8-1987 Recorded: 8-19-1987 To Mitchell Ruggles Cindy Ruggles Last Deed of Record STATE OF NEW YORK) SS COUNTY OF SUFFOLK) Constance Weinberg-Powers being duly sworn,deposes and says: That she has a place of business at 6901 Jericho Turnpike, Syosset,New York 11791 and is over the age of 21 years and she is a Senior Title Officer of Appellate Land Services.That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. ILL CONSTANCE WEINBERG-POWERS SENIOR TITLE OFFICER Sworn to me tl 's 7"'Day of r' 202 MICHELE JOY RABBINER NOTARY PUBLIC,STATE OF NEW YORK Registration No.02RA6272586 Qualified in Suffolk County Commission Expires January 13,202 CHAIN OF TITLE FOR PARCEL"D" (PREMISES NORTHWEST) Henrietta W.Howard Liber 7211 pf. 141 Dated: 7-25-1972 To Recorded:8-2-1972 James Carroll Mark Carroll,Judy Broderick, Liber 9923 pg.274 Daniel Carroll,As Executors of the Last Will&Testament of Dated: 11-19-1985 Marguerite Carroll Recorded: 11-25-1985 DOD-4-9-93,&as Executors of the James Carroll, DOD 9-23-82 To Judy Broderick Last Deed of Record STATE OF NEW YORK) SS COUNTY OF SUFFOLK) Constance Weinberg-Powers being duly sworn,deposes and says: That she has a place of business at 6901 Jericho Turnpike, Syosset,New York 11791 and is over the age of 21 years and she is a Senior Title Officer of Appellate Land Services.That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. APP ATE L ND SE VICE CONSTANCE WEINBERG-P WERS SENIOR TITLE OFFICER Sworn to meMIS T" Day o ril 2021 MICHELE JOY RABBINER NOTARY PUBLIC,STATE OF NEW YORK Registration No.02RA6272586 Qualified in Suffolk County Commission Expires January 13,2�S Chain of Title for Parcel "E" (Premises Southwest) Doris M. Gable Liber 8498 pg.351 Dated: 8-31-1978 To Recorded: 9-15-1978 Victor J.Rugg,Jr. Rita A.Rugg Victor J.Rugg,Jr. Liber 11893 pg.649 Rita A.Ruggq Dated:4-28-1998 Recorded: 5-14-1998 To Gekee Wickham Gekee Wickham Liber 12270 pg.26 Dated: 8-26-2003 To Recorded: 9-3-2003 Gary Brown Carol Brown,His Wife Last Deed of Record STATE OF NEW YORK) SS COUNTY OF SUFFOLK) Constance Weinberg-Powers being duly sworn,deposes and says: That she has a place of business at 6901 Jericho Turnpike, Syosset,New York 11791 and is over the age of 21 years and she is a Senior Title Officer of Appellate Land Services.That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. APL ATE ND SER ICES APL CONSTANCE WEINBERG-PO ERS SENIOR TITLE OFFICER Sworn to m thi 7th Day o A 021 FNOTARY ELE JOY RA®EINER BLIC,STATE OF NEW YORKation No.02RA6272586fied in Suffolk County r�F�cpires January 13,2At� CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY $1,120.00 THIS INDENTURE,made the 2nd day of April 2021 BETWEEN RICHARD HOKANSON,residing at 1635 Nakomis Road,Southold,NY 11971 party of the first part,and WILLIAM J.WALTERS,JR.,residing at 305 Hill Street,Mattituck, NY 11952 party of the second part, WITNESSETH, that the party of the first part, in consideration of ONE ($1.00) DOLLAR and other good and DIST: valuable consideration dollars paid by the party of the second part,does hereby grant and release unto the party 1000 of the second part,the heirs or successors and assigns of the party of the second part forever, SECT: ALL that certain plot,piece or parcel of land, lying and being in the 078.00 BLOCK: 03.00 SEE ATTACHED SCHEDULE A DESCRPTION LOT: 014.000 BEING AND INTENDED TO BE the same premises conveyed to the Grantor herein by deed dated August 19,2016 and recorded September 15,2016 in the Office of the Suffolk County Clerk at LIBER 12879 and Page 720. SAID premises being known as 1260 Nakomis Road,Southold,NY 11971 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and yearfirst above written. IN PRESENCE OF: / RI HARD HOKANSON Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment Form 3290 Chicago Title Insurance Company Title Number:APS16321S Page 1 SCHEDULE A DESCRIPTION ALL that certain piece or parcel of land, lying and being at Laughing Water,Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the westerly line of Nokomis Road 226.80 feet from the concrete monument at the intersection of the of the westerly line of Nokomis,Road and the southerly line of Hiawatha's Path; RUNNING THENCE South 5 degrees 45 minutes East 113 feet along the westerly line of Nokomis Road to a point; THENCE South 84 degrees 21 minutes West 122 feet more or less to a point; THENCE North 3 degrees 05 minutes West 113 feet along the property of others to a point; THENCE North 84 degrees 21 minutes East 120 feet more or less along property of C.H. Wickham to the point or place of beginning in the westerly line of Nokomis Road, said premises being more particularly bounded and described as follows: All that certain plot, piece or parcel of vacant land, situate, lying and being at laughing Water, near Southold, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at an iron pipe on the westerly line of Nokomis Road, 226.80 feet southerly along said westerly line of Hiawatha's Path,said point of beginning being the southeasterly comer of land of Gonzalez,from said point of beginning running along said westerly line of Nokomis Road, South 5 degrees 45 minutes East, 113.0 feet to an iron pipe; RUNNNG THENCE along land now or formerly of C.H. Wickham, South 84 degrees 21 minutes West, 121.34 feet to an iron pipe and land of Parker; THENCE along said land of Parker, North 4 degrees 10 minutes West, 81.12 feet to a monument; THENCE along the lands of Mitchell, North 3 degrees 56 minutes West, 31.85 feet to an iron pipe; THENCE along said land of Gonzalez, North 84 degrees 21 minutes East, 118.08 feet to the point or place of BEGINNING. Together with the right to use the beach as said right is reserved in Liber 12879 Page 720 FOR INFORMATION ONLY: PREMISES: 1260 Nakomis Road, Southold, NY 11971 District 1000 Section 078.00 Block 03.00 Lot 014.00 1 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Suffolk ss: State Of New York,County of Ss: On the day of in the year before me, the On the Q day of in the undersigned,personally appeared personally known to year 2021 before me,the undersigned,personally appeared me or proved to me on the basis of satisfactory RICHARD HOKANSON personally known to me or proved evidence to be the individual(s)whose name(s) is(are) to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are)subscribed to the subscribed to the within instrument and acknowledged to within instrument and acknowledged to me that he/she/they me that he/she/they executed the same in his/her/their executed the same in his/her/theircapacity(ies),and that by capacity(ies),and that by his/hedtheir signature(s)on the his/her/their signature(s) on the instrument, the instrument,the individual(s),or the person upon behalf of individual(s),or the person upon behplf of which the which the individual(s)acted,executed the instrument. individuals)acte xecut ihPil�ns . s" ature and office of individual taking acknowledgment) (signature and office of individual taking acknowledgment) LINDA S.CARLSON L nd(ASN(-1So.(' Notary Public.Stale of New York c t f No,01CAc;':37178 1�QtfnYt�` tAKJI Ic S—k U( O:la'ifled in SL"fclk County Commission Expires Nov.14,20 �' Q CA&13-71--�g S(,L c.3-k1Z COLAA+-/ ��)) I .20L TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year 20.before me,the undersigned,personally appeared personally known to me or proved to me on the basis ofsatisfactory evidence to be the individual(s)whose name(s) is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED DISTRICT 1000 SECTION 078.00 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 03.00 Title No. APS16321S LOT 014.000 RICHARD HOKANSON TO WILLIAM J.WALTERS,JR. COUNTY of SUFFOLK TOWN of Southold STREET ADDRESS 1260 Nakomis Road Southold, NY 11971 STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Distributed by RETURN BY MAIL TO: onWealth Jared Kaplan,Esq. Kaplan,Kaplan&DiTrapani LLP NN'-?.LTH Lvm1 TITLE INSURANCE COMPANY 6901 Jericho Turnpike,Suite 100 Syosset,NY 11791 RESERVE THIS SPACE FOR USE OF RECORDING OFFICE Bunch, Connie From: Bunch, Connie Sent: Thursday,April 22, 2021 12:58 PM To: jeremy.berlin@pntitle.com' Subject: Title Number APS16321 S Good Afternoon, We have a building permit application submitted to us for William Walters at 1260 Nokomis Road,Southold. There is a single and separate search with the application however we need%n indemnification to the Town of Southold for $25,000.00.We also need the deed showing lot creation. If you have further questions please contact Amanda Nunemaker at amandan@southoldtownny.gov or call her at 631-765-1802. Cotti� j5uye4 Sr. Office Assistant Southold Building Dept. 631-765-1802 Bunch, Connie From: Bunch, Connie Sent: Thursday,April 22, 2021 2:25 PM To: williamwalters@danielgale.com' Subject: single and separate search for 1260 Nokomis Road, Southold The single and separate search is missing 2 things. We need the title company to indemnify the search for$25,000.00 and we need the deed showing lot creation. There was no phone number on the single and separate search. Thanks Cotyle 94041 Sr. Office Assistant Southold Building Dept. 631-765-1802 i Bunch, Connie From: William Walters <williamwalters@danielgale.com> Sent: Tuesday, April 27, 2021 10:53 AM To: Bunch, Connie Subject: 1260 Nakomis Rd Southold, NY 11971 Attachments: WALTERS RECORDED DEED.pdf Hey Connie, Just in case you need this for anything. Attached is my recorded deed for the property I purchased that I have a BP application in for. If you can confirm receipt of this it would be greatly appreciated. All the best, William (Bill) Walters Real Estate Salesperson Daniel Gale Sotheby's International Realty 114 Main St Greenport, NY 11944 C: (631) 553-6533 0: (631) 477-0013 F: (631) 477-2190 httpsl/www.facebook.com/pg/BillWaltersReaIEstate/about/ Notice:Daniel Gale SothebyA€'""s International Realty does not make requests for wire transfers via email;nor does the firm attempt to obtain confidential information through email including bank account numbers,credit card details,social security numbers,or other similar personal data. If you receive an email that appears to be from our company and requests that you wire funds or reveal confidential information,email fraud may be involved.Please do not respond to the message,and contact us immediately at:fraudalerts@danielsale.com or 800.942.5334. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Wa It er5 O }; I 0 NN N PROPOSED NEW HOUSE w Q M Z' z J QQ W oCUQ � N ,mom. N04010'00"W 51 . 12' N0305G'00"W 31 .92' L Q Fq aco Z D EO t j O O Z cn O O m O W LO N m 0 = g > WZ z 0 U _ wQ N � 0 co SITE PLAN o 0 25'-0" 38'-0" SCALE: 8" = I '-0" I o'-a' 5CTM: 1000-78-3- 14 Information taken from survey prepared by 15'-0" Kenneth M Woychuk Land Surveying, PLLC N Actuebogue, NY, dated December 20, 2020 23'-01 ATTACHED PROPERTY AREAS: 2G'-7" GARAGE N Existing Lot Area: 13 532.86 scl.ft. } LU op - LnPro osed New H use 1858 5CI.ft wl attached Garage � EntryLanding s Ln � w � TOTAL LOT COVERAGE: 13.7% NLu o Area of Construction Includes: New u u w w 2 Story House w/ Attached Garage v m PROPOSED z New Front Entry Porch z New Rear Deck Landing* Steps to Grade NEW HOUSE m 09 o Extent of Land Disturbance: w 4400 sq.ft.+/- N Z J L cif O ATO BE CONTAINED BEHIND SILT FENCING w STORM WATER SITE MANAGEMENT NOTES: Ln o V ::::,.:.t ,_: , ,.:.,::.:.._... ,,.:;,:::....., ..:,.... • BEFORE BEGINNING ANY CONSTRUCTION, A CONTINUOUS N LINE OF SILT SCREEN FENCING 15 TO BE STAKED AND INSTALLED AT THE G'-011 LIMIT OF CLEARING LINE SHOWN. THE FENCING 15 TO BE MAINTAINED, REPAIRED w / or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 0 36'-O" AREAS ARE PERMANENTLY VEGETATED. — (n m w • SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. O W Y Q ;ERENNIAL ALL AREAS OF 501L DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE In GRASS � MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION z OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE U 0 o TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. Q m - Z 0 • CONSTRUCTION ACCESS AREAS TO BE RA15ED SUFFICIENTLY AT THEIR SITE It ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. 505045'00"E 1 13.00' AtE OF IV£p, o ® PAGE: N O KO M 15 ROAD 5 a UNAUTHORIZED Ai 7"'`70N OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS/S A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW 'I S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: J LOT(S): 14 #R-21-0024 - CUJT'CL!', 0-)Ult.4TY D'.rrAIZ7',:4.'od?T C7! I ZZALT1111 P 1:rL 7.'1 T 71. !Y.P F CY AL C7 C ON'S T U C T I C:'.1 FC A FEB G 4 Ly iVi A R 2 2 2021 TYPICAL SILT FC11L If'",vur SCREEN SECTION p GEOTEXrILE FABRIC REI-11 TH T_' 7 )`El,:RS F',10M. It IPF 0 VA L +71I "4►jLAf�yJ SUPPORT POST. WOOD OR METAL FLOW DIRECTION EXCAVATED AND LAND NIF OF KN)) enc KFILLED TRENCH CINDY RUGGLES PROPOSED 9) STAGING AREA EXISTING GROUND CO DWELLINGS 7 CONSTRUCTION 01 E AND CONT;RUCTION U.P. W/PUBUC WATER ENTRANCE 011 E ISO, 118.08, MON If MON. N 84o2l'O Et 11.6 . 0 0 13.0 SILT CE EL .6 EL 12.3 Mul o TELL :'umI"w PROPOSED DRIVEWAY 101104 Offiam WM aff No Z; 38.0,118M PRO OF M OVEW. MON. DRY WELL 0 0 liRY*' -0 cA W MIN. 1 IU KLLF 8'DIAx4'DEEP 1, ><M T r, "0 -0 0SEDIMENT ON SITE MK 36.8' 11.5 24 HAY BAIL AND/OR ,-,SILT FENCING ............. C) 5) EL I z o (11. i� 4 MW 0.q rM L� EL 11.0 S.T. 4 BEDROOM SYSTEM 1250 GAL S.T. ...... ........ (5)8'DIAx3'DEEP L.P. DI ROPOSED'.v..... '0 04 STY LL SEDRO04S) D _j 7 .5 SroOP t= CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED ............. ....... :314- STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 07ER IN PROP. .......... 35.0' FILL TO 18" (Mrn.) ABOVE EXISTING GRADE FOR DRAINAGE. -- PROPOSED SOIL STOCK PILE AREA (10.0) (10.0) 0 PROPOSED LIMITDRY OF CLEARING & \ I B'DiAx TYPICAL DRYWELL CROSS SECTION WM 27.4' DISTURBANCE (CONC. PRECAST COMPONENTS) L_ 12,500 S.F. e SLAB MR NON-TRVM BEARING MON. SILT FENCE 8"SIM FOR 7RAFM BEARING W-AW DUTY APPROVED INIZ PIPE CAST IRON FRAME AM APPROVED OUTLET PP YN RINGS TEL 9.0 EL 10.3 MIN.4"DIA. OR" TO EAr�I&A"64 GIA S 84o2l'OO"W EL 7.1 121.34' EL 8.3 MON.0 WCHED 1 1 To VACANT 150' U.P. ED 710 D LAND NIF OF 13 El 0 JOAN C0LAVrrO TYPICAL CLEAN OUT SLATE OR STOPPER END SUITABLE COVER X PLUG "p r DRAINAGE CALCULATIONS: A) DWELLING FooTpRw-1.721 sQ.Fr. L 3' MIN. 8' 1,721,x 0.186-285.68< 288d REQUIRED COLLAR () 8 DIA x 4' DEEP DRYWELL-354cf PROVIDED BACK FILL MATERIAL TO BE 30* ELBOW CLEAN SAND AND GRAVEL 8) DRWEWAY-1750 SQ.Fr. 60* WYE 175D x O.Iffi- 291d (1) 8*DLA x 7' DEEP DRYWELL- 310cf PROVIDED ELM 10.0 FL 0 W OL OR BROWN 1.2- FFL(13.5)- SANDY LOAM - C.I. LOCKING COVER TO GRADEEL 11.6 BROWN a FINISH GRADE Sm SILTY 2.8' SAND BROWN UM r 6- COVER I 01MI SW MEDT 6 COVER SAND 5.1' _L_ INVERT-1 C ., . 6 SLAB (8.4) do SOME INVERT WATER EL 0.9 GRAVEL (8-90) 1 T (8.07) HIGHEST EXPECTED WATER EL 1.4 FOUNDATION 8's 3' COLLAR WATER IN FOUNDATION r FLOW WALL BAFFLE MI POOL CLEAN BROWN ,COARSE MEDIUM 1 2'-8- 3 SAND& SW SAND 6.0' 3'MIN GRAWL & SOME GRAVEL USE 4" DIA. APPROVED SEWER PIPE _$690-GAL. PRECAST S.T. (5.4) ! i.2v, - v" DEC. 12, 2020 ZONED R-40 K. WOYCHUK LS NON-CONFORMING LOT FRONT YARD: 35'MIN .,-AGk0,*PECTED-GROqNO WATER THE WATER SUPPLY, WELLS, DRYKELLS AND CESSPOOL SIDE YARD: 10' MIN, 25' TOTAL k;,,, LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR YARD: 35' MIN AND OR DATA OBTAINED FROM OTHERS. AREA: 13,532.86 SQ.FT. or 0.31 ACRES REVISED 01-29-21 ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEIALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: WILLIAM WALTERS; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 220 )0 4000& PHONE (631)298-1588 FAX (631) 298-1588 -204 SCALE: 1'=20' DATE: DEC. 20. 202 N.Y S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk I S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 3 LOT(S): 14 #R-21 -0024 AF CF E,-1 lki,FKS F0 R SEPTIC LOCATION 1/12 If R,21-=4 POINT"A" POINT"B" S.T. 40.5' 15' 6T-.5r__ 20' 4 L.P. 1 L.P.2 50' 16 . ...... L.P.3 57' 23' L.P.4 59.5 28 FF.9 1 4 RIA IVA TI-I L.P.5 54' 1 25-5-r— [,,j _ A S PA TI-I LAND NIF OF CINDY RUGC-LIES co DWELLINGS da W/PUBLIC NATER P.IzI MON. N84'21'00" E 15c, I 1S.081 EL 11 6 MON. I U_ :Z EL 13.0 EL 11.6 ELEC. – — – — – EL 12.3 — METER U_ U.C. UTILITIES Z0 � C0 0 0 >_ I_n z a 1:11 , I RCA DRIVEWAY z M NJ (.n Co o Li I.- DRY WELL 8'DIAX4'DEEP LP LIP MON. 3 4 /DRY'j ----I I I \WELL I I LP LIP LP O I 0 0z 35.9' 41 EL 11.4 2 1 5 0 :J o EL 11.4 zi 0 F: P01,107 Q N GARAGE.'.'.,. - 4 'GF 11.8. EL�11.2 EL 10.0 U_ zo, 00 Un - : , ' . --:,.., H - ..11 l�_ S.T. o O' EL 11.0 %z CLEAN CLEO Uj 0"T UT 4 BEDROOM SYSTEM MM 1200 GAL S.T. Li 12.0'.::'::: (5)8'DIAx3'DEEP L.P. ........... . FRAME '64 2 STY r�7C p,,E_ CO LL i DWELLING . '9' Cr CSTOOP mFFL 14.5":1.,.* _j WOOD W.M. no STOOP EL 10.8 35.4' WINDOW 1 EL 10.8 WELL DRY WELL 8'DIAx4'DEEP 0) DRY Ci I I ry WELL MON. MON. r3 EL 9.0 S 84°2l'00" XV' EL 7. 1 121.34' EL 8.3 C EL 10.3 U.P. VACANT 150' LAND N/F OF JOAN COLAVITO .DRAINAGE CALCULATIONS: A) DWELLING FOOTPRINT=1,721 SQ.FT. 1,721 x 0.166=285.68< 286cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED B) DRIVEWAY=1750 SQ.FT. 1750 x 0.166= 291cf (1) 8'DIA x 7' DEEP DRYWELL= 310cf PROVIDED ZONED R-40 NON-CONFORMING LOT FINAL SURVEY 11 -15-21 FRONT YARD: 35'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE YARD: 10' MIN, 25' TOTAL FOUNDATION LOCATION 05-25-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD: 35' MIN REVISED 01 -29-21 AND OR DATA OBTAINED FROM OTHERS AREA-13,532.86 SQ.FT. or 0.31 ACRES ELEVA77ON DATUM: ------------ UNAUTHORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A VIOLATION OF SECT70N 7209 OF THE NEW YORK STATE" EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT 9E CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING 1NST7TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TURON, ^UARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7NE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE E?ECT`ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OP, SUBSURFACE STTUC-TZ)RES RECORDED OR UNRECORDED ARE NOF GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE T`ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY (EpF N CERTIFIED TO: WILLIAM WALTERS; MAP OF: Q N M hlo 0 FILED: co) SITUATED AT: SOUTHOLD cr_ TOWN OF:SOUTHOLD 4<1 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK p Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE # 220-204 SCALE: 1'=20' DATE: DEC. 20. 2020 PHONE (631)W N�4 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk a Wa It er51L N c 3 C O .}., N � -�' 0 >, PROPOSED NEW HOUSE w m z z Q�QQw oC U Q }- � N � tn APPR VEDAS NOT D DATE: s� B.P.# ELECTRICAL FEE:_ !' ECTION REQUIRED P.•.TIFY BUILDIN•= ^TMENT AT -1802 8 AM TO 4 tit, FOR THE 1LOl1"N I G INSPEC T IONIS. ;. �UNDATION - T,SCi REQUIRED `CR POURED CONCFETE r'LUGH - FRAMIPvG & PLUMBING ':.AUL ATZIN TF:i.lSS RLACA[ZDI('tiG REQU'R D 4 NAL - CONSTRUCTION MUST A:-'- CONSTRUCTI"N SHALL MEET THE _ RE.grUIREMENTS OF THE CODES OF NEW ® ® YORK STATE. NOT RESPONSIBLE FOR DC NOT PROCEED VATH DESIGN OR CONSTRUCTION ERRORS. FRAMING UNTIL SURVtY� OF FOUNDATION LOCATION HAS BEEN APPROVED. � � o COMPLY WITH ALL CODES OF : NEW YORK STATE & TOWN CODES m AS REQUIRED AND CONDITIONS OFC6 E E o � Q S i '� ., •" BOARD Must provide Manuals � z° �n ° r TEES D,J and S as per 0 301 e NYS Energy Code o !o s io w Ll 01 OZ OCCUPANCY OR Blo`xr door = g NLAWFUL and ductwork L USE IS U testing required. z Q WITHOUT CERTIFICATE o Q OF OCCUPANCY o z All exterior lighting O O FRONT ELEVATION RETAIN STORM WATER RUNOFF installed,replaced or 4" = I'-o" PURSUANT TO CHAPTER 236 repaired shall conform SCALE: OF THE TOWN CODE. to Chapter 172 of the TovM Code PLUMBER•CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED 1N WATER SUPPLY SYSTEM CAN=NOT � EXCEED 2/10 OF 1% LEAD. 9 O Ln Generated by REScheck-Web Softwarew 2 Compliance Certificate N PLUMBING CNJ( ALL PMABING WASTE &WATER LINES NEED Z Project Walters Residence T MGZ. FORE COVERING . sL U ` Erergy Code: 2018 IECC z Location. Southold, New York Construct cin Type: Single-family Pr:Zlect Type. New Construction Conci`iored Flccr Area: 0 ft2 Glazing A,ea 10% CI mate Zone. d (5572 HDD) L Permil hate. TWI 10, o C o l o Perini'Number: m LU Const,uchon Site: Owner(Agent: DesignerlContractor. 110kom,s Road N 55utho!1,NY 0 v iv7c a:,;,7-_ �".e :e an Co•np ir.^cr; TA`s Better Than[ode Rtaxin•jn•Ut;: 312 YOB'UA: 289 0.30 Yo-v S0IGC 0.28 The-3 8.ttur or w:,mt--an ccCr IndcR r.".t r, Nm c CV tri Hie•?arc; .r.r•c,sa i'St;Od on ccs;•trsd;a'I ruk:. It CES`�]T(rotU ar ttumaW v enen7,rsev cca r autiP to a r rmar reec rcr a LU r W02 Wz 02 �D Envelope-Assembiies � m w � 9080 - 9080 (V/ . Cedirg 1:Flat�Ceil!ng cr Scissor Truss 666 30.0 0.0 0.035 3D W Ceiling 2:Flat Ce&ng cr Scissor Truss 504 9:9.0 0.0 0.1326 13 } 3 Wall 1:Wood Frame.16'o.c. 2,D39 21.D D.D D.D57 117 � z :114 Will 2:flood Frame,16'c.c. 404 19.0 0.0 D.Dr,O 6 0 t D50r 2:50.1 d 20 0.210 4 z 'o t}Dor 1:Glass dl 0.30D 12 Q SHGC: D.26 Z 1'lindDw 1.vinyl/FGberg!ass Frarre:Dcub!e Pane w:th Low•E 214 D.300 64 SHGC. 13.28 Floor 1:0-Woed)astvI russ.Uver Uncondinored 5psce 1,2-44 34.0 0.0 D.D33 41 RIGHT S 1 D E ELEVATION CornpGance S,'arement: TPe proposed bading design described Pere is consistert Krt'r the bw!d!rg pans,sped cations.and otrer calculations submi`ted w th the permit apol carer.TP.e propcsee bu•Id ng Pas teen designed to meet the 2016 IECC recuirements in SCALE: = I '-O" RESc�ack Ve•s on: RE5check-Web a"d to comply with the mancatcry reau,rerra_nts listed rr.the RESc)leck inspection creckirst. 4 Name- tit a Signature L)a:e ��PZE OF N f' YC) Q 3,41.4R� F Project Title:Walters Residence Report date: 03130/21 O o: PAGE: Dat.'o f lename: Pagel of 9 4' A DFESS101A I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENT5 IS A VIOLATION OF 5EC. 7209 OP THE N.Y.3, EDUCATION LAW i' L Ln O 44 N +� O 4) N N W Q CO Z C� Z_ Q� Q W In p p 3 `t z m E E o TW 10 10 T 10 10 � s _ � 0 Z cn ® ® ® w O � = g e zz Q T\&2Gz 10 6 10 6 10 T 6 10 Q Lu Oz 0-- 20 - O LEFT SIDE ELEVATION SCALE: 4" = I ,-o,- W u Ln Oi " EEI (V u W u— Lu 3 o U � L Z � L _C C W 6� C N 0 U W Fm rrZ^ r - V V W m � m O 2 O 2 u W j3 8 ai FWG60G11 Q z 0 171 IF � � o U = z BACK ELEVATION SCALE: 4" = I,-o,, OF N ✓yO F� ® o PAGE: s -7 AROFcSSIONP�� 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW i N O N O >, Z N c F Q m Z 6 Z J U Q � m (f) Q m 23'-G" 25'_0" 10 I/2" 0 N � O LOWER FOUNDATION WALL V — 4'-0" HEIGHT AT DOOR OPENINGS I \ z SECTION I I `j B Cil ON I'-10 114" 4,1 O O p 0 OUTLINE OF ENTRY _ I N z (f) C) DECK ABOVE; FOLLOW m SAME CONSTRUCT ON OF FRONT DECK I ...• •.; I N GARAGE SLAB ABOVE A I I lLJ SECTION 4" POURED CONCRETE SLAB LLJ `/p U 2-2x8" ACQ GIRDED ON COMPACTED FILL WITH 30'-5 1/2" `' ( I Q QW.W.M. GXG/ IOX 10 O Z GAUGE WIRE ALL AREAS = g cXl WITHIN GARAGE) I o' N N LLJ z EGRESS: Q G44 GLIDING WINDOW; I I I Q 3- 2"X 8" ACD H ADER ABOVE, I ' HEADER TIGH T SILL PLATE. > BOTTOM SIL NO TO EXCEED 44" _ I m II PITCH FLOOR C Z ABOVE FINIS ED FLOG - ( ( I I O O PROVIDE BRIDGINGVIIIoz THROUGHOUT Q- ENTIRE o co FLOOR SYSTEM, 8'-0" O.C.; b w I I N 4"TtG PLYWOOD SHEATHING SII o ABOVE, GLUED SCREWED d db 0 AII 0-m22'-0 1/8" m ill N - COLUMN t FOOTING UNDER DCQ - Ua POST FROM ABOVE o aU I 1T-4 1/2 10'-8 I! 6" 10'-8 I/16" T-9 3/8 i .� N ° � "3- 9 LVL DROPPED GIRDER, _ N °' I d _ Q N EGRESS WIN OW WELL WITH — . �I' — : TEIRS TO BE 5E AS STEPS; — USE G"X G" CO OST5 OR I. «• STEP FOOTINGS LLJ BILCO SCAP WEL SYSTEM ..• I I !I I! PROVIDE BEAM POCKET IN 12 s {L m TYPICAL BOT BEDROOM LOCATIONS I FOUNDATION WALL; SIZE I I ROV. EPDXIED #4 STEEL AS REQUIRED t-TAR ALL EBAR HORIZONTAL @ 12" O.C. SIDES (TYP. BOTH ENDS NTO FOUNDATION WALL* ALL a UP AT ALL GIRDERS) I .;'. ( REAS OF ABUTTING WALLS LLl Ln II IvVITH FOOTINGS LL- Lu LLu L z 3" DIAMETER STRUCTURAL I ;•' ( IV o II m I O LALLY COLUMN BURIED IN Q 24 X 24 X 12" POURED I I Z CONCRETE FOOTING (TYP.) N '. OUBLE o JOIST - ( (� m FOUNDATION WALL LEGEND: 'L OUTLINE OF f LOC R AREA ABOVE; U 3'-5" w J015T TO BE AN ILEVERED OVER 1 T-4" - 17-4" 8" POURED CONCRETE FOUNDATION WALL w/#4 z p FOUNDATION PROVIDE SOLID 0 = - _ REBAR @ 12" t, OC BOTH DIRECTIONS; KEYWAY BLOCKING, I N Q SUL TION 1'-(5"X 8 FOOTING; PROVIDE 2-#4 REBAR WITHIN PLYWOOD Uk DER II aU I I FOOTING. 8'-0"WALL HEIGHT; DAMP PROOF 9 TJI 230 .:'•, I cy PERIMETER OF ALL AREAS F.J. @ I G" O.C. II L: I I N — 8" POURED CONCRETE FOUNDATION WALL 17 s'-a' 3- 9 " LVL DROPPE WITH KEYWAY t 1'-4"X 8 FOOTING; PROVIDE 2-#4 REBAR WITHIN FOOTING. FOOTING DEPTH — . — . — . — . — — . — : �. : —._ . — . : �:� — : = : — : — : I MINIMUM 3'-0" BELOW GRADE W —8'-8" e'8" 2xG ACQ STUD FRAMING FOR c.0. 0 7: I DOOR INSTALLATION 5" e DIAMETER NC OR BOLTS I W W/7" MIN. DEPTH @ 48" O.C. w I '•�s FRAMING NOTES: I W/ MIN. 3"X3 xg" WASHER @ PLATE m p AREA FOR MECHANICALS - 0 o co o • DOUBLE JOISTS UNDER ALL PARTITIONS PROVIDE SI PS N PHD5Im RUNNING PARALLEL ry HOLDDOWN P. 2) • PROVIDE BRIDGING THROUGHOUT ENTIRE W ANCHORS AT ALL CORNERS I '`!' I FLOOR SYSTEM, 8'-0" o.c. Z THROUGHOU • �'TtG PLYWOOD SHEATHING ABOVE TO m BE GLUED and SCREWED • LLJ EGRESS WINDOW TO HAVE 3- 2x8 ACQm R HEADERS; BASEMENT WINDOW TO BE 2- 2x u_ 8 ACQ U • 4" POURED CONCRETE SLAB ON COMPACT FILL r 0 • PROVIDE R-19 BATT INSULATION TO UNDER UJ o O 0 SIDE OF 5UBFLOOR; COMPLETE w/3" ROXUL FIRE N Q 2xG" ACQ LEDGER BOLTED X TO HOUSE FRAME WITH 5" BARRIER INSULATION Q z 2-2x8" K "LEDGERLOK" SCREWS @ I G" O.C.; o DE HANG D.J. FROM LEDGER WITH U 51MP50N LU25 CONNECTOR o TYPICAL ALL LANDING AREAS Q OUTLINE OF ENTRY.J' G"X G" P05T ON 12" Z DECK ABOVE SONOTUBE W/ POURED SECTION CONCRETE FOOTING A 20"X 20"X 8"d. 3G'-C)" FOUNDATION PLAN SCALE: M,q 4" ) PAGE: • 5 �� ESSI 3 UNAUTHORIZED ALTERATION OR ADDITION TO TH13 DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW L N O O >, !L Q m Z Z QQ J oCUQ � n N o m 48'-G" 23'-6" 25_0" 6'-4 1/4" N > z m 3068 —IZ IIT WALL LEGEND: ca O L O Z O 3'-7, — W NEW CONSTRUCTION m � N DOWN tY II N b 2"X G" STUD FRAME EXTERIOR WALLS, SECTION •• N sECTlon1 R-21 BATT INSULATION, J" PLYWOOD B SII g W SHEATHING ON EXTERIOR, HOUSE WRAP SIDING AS SELECTED; J" GYPSUM (S) BOARD ON INTERIOR SIDE N NII O 2x 10 J @ 16 O.C. = Z 2"X 4" INTERIOR STUD PARTITION, I g 777T177 w/ I LAYER 2" GYP5UM BOARD ON EACH SIDE; USE MOISTURE/MOLD RESISTANT A z Z BOARD IN KITCHEN, BATH * MUDROOM secrloN 3'-T 1'-1 o I/4" � U AREAS USE CEMENT BOARD ON ALL N ENTRY ALF WALL w/ AREAS TO RECEIVE TILE v LANDINGOOD CAP AS 2x STUD FRAME WALL COMMON TO 5'-10 I/4" Io'-s7/s" s'-lo7/a" ... TAIR BARRICADE O z CL- GARAGE; MIN. R-15 INSULATION WITHIN Tw2o32 TW2032 4° C) 9'-O"x8'-0" DOORS w/ `-° -`�,'° FRAMING t I LAYER 50 FIRE RATED 3- 9 j" LVL HEADER ABOVE - N 8 FWG6061 I °'° DRYWALL ON EACH SIDE OF WALL 23'-2, 1/2� t C520 STRAPPING o'- 1/2° �- I O O PROVI E VINYL PAN w/CU B; VENT DRY R • MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT MAIN AREA OF _ TOE ERIOR GARAGE FIRST FLOOR. N - 9'-8" +/- CEILING HEIGHT _ 19 LAUNDRY • ALL WINDOWS t DOORS TO RECEIVE 3- 2x 10 HEADERS ABOVE - N w N OO 10 ABOVE GARAGE SLAB � OO wl(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. n 00 Fire separation • G'-10 J"WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. m U 3 U 3 required s per • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, O C) I o 0 NYS Code WITH WHITE INTERIORS t BETWFFN THE GLASS GRILLS, COLONIAL STYLE - _ = 2x 10 CJ @ 16" O.C. 3'-I 112 AS SHOWN ON ELEVATIONS. �0 0:2TI/2" C'IrL • 17-7'INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE z 02 z N <s.o 0 CALLED OUT ON PLAN. O I O M ENTRY f- W m • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL oo cX U cv U Z lu Ln STYLE t HARDWARE TO BE SELECTED. NN 21'-61/4" i 2 68 LANDING a 0 1 • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT LINE OF SECOND FLOOR half w II c� ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNER. — . : — : — — — : _ : — ' — W N D BLE; CEILING CHAN E 5'_I" LL • 4- 1 1 7g" LVL HEADER w/ 3- 2x4 SOLID POST W y 3-4"x24" PLYWOOD FLITCH PLATES UNDER HEADER 12`G" ,�` N FLUSH TO CEILING, UPSET INTO III = 3 WALL PLATE ABOVE; SEE SECTION ... 2468 - z 2068 068 n U = o PANTRY = COAT CLOSET lV �— UP N m0 DIRECT VENT GAS FIREPLACE, S N m O = m 4'-9 I/2" 5'-I" 12" ABOVE FLOOR; MAKE t MODEL o z0 5'-r' N I0'-2" one T.B.D. INSTALL AS PER Nr Q; 3 - MANUFACTURER, ADJUST FRAM - - O DIMENSIONS ACCORDINGLY, U N o �? LIVING 0 °? O w m CLOSET p c� Lo N N — m - D 0 e � w 1�- p 2068 2468 co L3U) IN WALL N N ) EA END d - t28G O 4- 917V FLUS TO CEILING N — LWTI L BEDROOM a� o m N 0) 6 W 5.0. 185 SQ.FT. N ^ r 9.7%LIGHT 'LU' IJ Cn 5.5%VENT CD ENTRY Ln 2868 LU 3 Q Z 3068 19'-2 1/2' 15'-6 1/2". 0 U � NTW2G410 o TW2G410 6'-2 3/4" 9'-9 1/4" 9-91/4 8-2 3/4" z�l o z N -4"CEILING HEIGHT � iv J 2- 2x8 HEADER - 15'-0" 36'-0" 55cnoN A OF N Y Y FI RST FLOOD PLAN SCALE: q" = 1'-0" - �r PAGE: 2 A 0 095 12 ROFfSSIOT, 4 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y,3. EDUCATION LAW I L N O � N � z N c o Q m z z Q J 4"0 ROOF VENT ROOF 14 I ATTIC _—_--r BATH -4 i I i 1 BAS 3 II I d1 11I 1 I 11 1/2 ql I/2 �I 1/4 TI 1/4 41 1/4 ¢1 1/2 11 1/2 010 II I I p I I ° SHOWER SECOND FLOOD 3 01 1/4 1 114 1 114 3 1 C.01 4 4 25'-0" .—. Ir KITCHEN BATH I LAUNDRY-- -� OUTLINE OF GARAGE WALLS BELOW _> L m - ----- ----r-- I 1 I ( 2x8 RR I G" OC 7: 12 I 7: 12 O o 6 13" 2x8 RR <? 16 OC I = � N O 111/4 I11/4 +11/2 i I I/2 ;11/4 A `11/2 a F.A.I. � z (n � SIN LAV I LAV ti o SECTION I 1 11 5ECTION S g 2x10CJ/CT B FIRST FLOOR WALL LEGEND: @ I G" O.C. i wW cn C.O.I z 1114 s z 11/a NEW CONSTRUCTION 4 4 — TO NEW SCHD 2"X G" STUD FRAME EXTERIOR WALLS, APPROVED SEPTIC �, I O SYSTEM R-21 BATT INSULATION, g" PLYWOOD House SHEATHING ON EXTERIOR, HOUSE WRAP sEaiora I OI W 1- TRAP SIDING AS SELECTED; j" GYPSUM N 1 z Z BOARD ON INTERIOR SIDE I I U 23'_6° I W Q 2"X 4" INTERIOR STUD PARTITION, 0 > w/ I LAYER J" GYPSUM BOARD ON EACH 0 SIDE; USE MOISTURE/MOLD RESISTANT 2x 10 CJ/CT Lnp- 0 SLOPE" 1/4" PER FOOT PITCH TO DRAIN BOARD BATHS It USE CEMENT BOARD ON OUTLINE OF FIRST FLOOR @ I G" 0.C. N 0 BASEMENT ALL AREAS TO RECEIVE TILE I WALLS BELOW */ PLUMB 1 N G RISER DIAGRAM 2xG STUD FRAME WALL COMMON TO I ` �- KITCHEN CEILING VAULT; R-19 INSULATION N O I OC 7: 12 NOT TO 5CALE WITHIN FRAMING It 7' DRYWALL ON EACH SIDE I N Li 2x8 RR r? I G" i O 2x8 RR I b''l OC 7. 12 i • MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT MAIN INREA OF N I U \ SECOND FLOOR. FRONT AND BACK WALL PLATE HEIGHTS A5 INDICATE • ALL SECOND FLOOR WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOV � TYPICAL ALL LAYOVERS•\ w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NO ED. 1 O O BOLT TO RAFTERS W/ •� • G'-8 4" WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5UBFLOOR. N N LAG BOLTS +I:WASHERS • FRONT WALL WINDOWS TO HAVE HEADER INSTALLED TW'GHT TO TOP 36'-0" ` (L � WALL PLATES; 4'-8 4' +/- ABOVE SUBFLOOP- I ` I Q • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, WITH WHITE INTERIORS It BETWEEN THE GLASS GRILLS, COLONIAL STYLE 1 AS SHOWN ON ELEVATIONS. G-4 8'PLATE HEIGHT A5 DICTATED Byy-TCH LLJ In INTERIOR DOOR5 TO HAVE 2- 2x8 HEADERS UNLESS C)THERWI5E m -O"CEILING 2.6 U— ROOF GUTTER CALLED OUT ON PLAN. o ILLJ 19'-3° _ ILL INJ • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANE — • 3 — • — . — . — • `� - — -- - 3 . — 1 Q HOUSE STYLE � HARDWARE TO BE SELECTED. uNE OF B'-o" FILING C z .o — o• G o • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT o o ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNER;. I N N• U ROOF NOTES: � N � r LEADER GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER m BEDROOM m I m ENTIRE ROOF AREA. 15# FELT OVER j" CDX PLYWOOD ; I 224 4 °� BEDROOM SHEATHING WITH ICE It WEATHER SHIELD AT ALL PERIMETERS 5.2%VENT 20950FT AND VALLEYS. ( �j U 10%LIGHT EXTENSION 0 5.5%VENT i • ALL OVER HANG DIMENSIONS ARE A5 INDICATED; -� O I � I X8 FASCIA AND VENTED, VINYL BEADED SOFFITS. 3 2x I 0 RIDGE •_.�� ° N �, o n (V ;Co.. Co.. N N O _ w • TYPICAL OF LAYOVERS - BOLT TO RAFTERS - •o tg,p, W I _ � s _ o W/ " LAG BOLTS *WASHERS N N w w N• N N 15'-G 1/2" GRADE 7:12 PITCH OVER ALL ROOF AREAS; 4:12 @ PORCH ( 2068 2468 2668 DOWN 2668 2468 5068 I J — N / RUNOFF NOTE: 8 u2" s'-I' � CLOSET - GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS I W N M ® ® ® ® ® /\/�/\ AS PER INSTALLER- ALL LEADERS DRAIN TO 4" O PVC �, o r s 2 I/2 6 PIPE TO NEW DRYWELLS, m CLOSET C.O. iu 0 I `� W OW_ > e Uzi v� k S.D. � ® ® ® ® ® I I 01-011 MIN RUNOFF CALCULATIONS: - LINE OF 6-a'CEILING_ _ _m – � – , — . — — _ W ® ® ® ® ® 1 981 x . I G7 x 7.5 = 2481 gallons of runoff - 3G"KNEE W L _ @ (I) I '-O" x 8'-0" O capacity = 300 gallons I W/STONE C P SITTING q _ [01'KECAST ONCRETE W LINE OF 7'-0"CEILING 2481/ 300 = 8.2 — — —EACH I RING - f n I 111 x ODOR POLUMBIND CCODE O FOR—POLUMBNGCODEW'-0110 x DEPTH CALCULATEDTYPICAL LEADER ELEVATION / SECTIONRunof Co tan ent Rec�ulres:® Not to Scale (2) 4'-0"deep x 8'-0" O ring OR equal 5'-2 1/2" G-7" 10'_N 1P_I"(provides 2400 total capacity) LL 5'-6 "PLATE HEIGHT ALONG FRONT WALL RUNOFF NOTE: TW26210 TW26210 TW26210 Gutters continuously around; o = — Z 8'-2 3/4" 9'-9 1/4" 9'-9 1/4" 8'-2 3/4" Leader locations as per 12 m Z Installer - all leaders drain to CLEAN SAND GRAVEL 4" O PVC pipe to new drywells. N 4 ENTRY OVERHANG BELOW .13'-10 3/4" 8'-2 1/2" 13'-10 3/4" 36'-O" SECTION A SECOND FLOOR ROOF FRAME PLAN �EOF Nfry SCALE: 4" = I '-0" Ao PAGE: WW z� R�PESSIO5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y,3. EDUCATION LAW In N GENERAL NOTES: N ri 2x 12 RIDGE; U O p SIMPSON C520 o N > • The information on this set of construction documents is to relate basic design ELECTRICAL NOTES: (TYP. ALL) ' Z m v CONNECTOR U N � intent and framing details. They are intended as a construction aid, not as a in co substitute for generally accepted good budding practice and are in compliance with . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include U) Q Cr) Z current 2020 New York State Building Codes and the 202 1 IRC. The general contractor is responsible for providing standard construction details and procedures to ensure a installation of fixtures 4 specifications as indicated on plans. Light fixtures to be supplied by professionally finished, structurally sound and weatherproof completed product. owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install BOLT ALL CJ TO RR w/ 2- " CB • General contractor to coordinate all subcontractors, scheduling of work and all outlets as per code. All work is to be done in strict accordance with the New York State Code C3 by a licensed electrician. All new switches 4 outlets to be Leviton,Toggle, supplied* Installed 12 Z interaction between trades. �� w by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and 8 R-30 BATT INSULATI7 PROVIDE VENTED BAFFLES w ON • The contractor Is responsible for ensuing that all work and coregulation meets rovide wirn as re uired for as fire lace and cookin a liances. BETWEEN RAFTERS w/ R-30 BATT Q ~ or exceeds current federal, state and local co<�es, ordinances and regulations, etc. p g q g p g pp WITHIN CEILING, ALL AREAS @ � � U Q � g 6" INSULATION, THRU ALL PITCHED p N p C] These codes are to be considered as part of the specifications for this building plan. FRAMING NOTES: .� CEILING AREAS • If in the course of construction, a condition exists which disagrees with that as 2x8 CJ/CT @ I G" O.C. Indicated on these drawings, the contractor shall stop work and notify the designer 51MPSON H7 CONNECTOR 4 the engineer Immediately. Should he fall to follow this procedure and continue work, • All lumber Is to be Douglas Fir#2 or better at I G"on center he shall assume all responsibility and liability arising therefrom. • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation I xG FASCIA, CENTER BEADED VENTED VINYL • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS, refers to current arsenic-free treated wood standards and shall take the place of'CCA' SOFFIT; G" OVERHANGS • The designer has not been engaged for construction supervision and assumes no • All TJI's are to be metalled In accordance with the manufacturer's specifications and shall include 12 construction means, method5, techniques, 5copen005 or procedures or for safety 0. responsibility for construction coordnatng with these plans, nor responelblhty for \�O suash blockinweb stiffeners at bearinpouts on irders and other load bearing areas 7 ( BEDROOM b CLOSET 3- 2x8 HEADERS ABOVE precautions and programs in connection with the work indicated. There are no Structural Steel ASTM A3G- FY= 3G KSI \0 `0 WINDOWS; C520 STRAPPING .� m 2x4 INTERIOR STUD � warranties for a specific use expressed or Implied In the use of these plans. 2 Y PARTITIONS, " GYP. • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, • Contractor to provide hardwired smoke detectors, with battery back up, and with etc. on these drawings are my by Simpson unless otherwee Indicated. All connectors, straps, etc. are to be BOARD EACH SIDE no Intervening switches, on all floors and In each bedroom. Verify with local code R-49 BATT INSULATION requirements as per Section R3 17 New York State Residential Construction Code. nalled/bolted in accordance with the manufacturer's specifications. 12 Install carbon monoxide detectors aser code. IN KITCHEN RAFTERS p • All floor sheathing is,to be 4"AC type plywood, tongue 4 groove and shall be glued and screwed to 2xG PARTITION WALL 4" PLYWOOD 5UBFLOOR —7 4 the floor Joists(G"o.c. edges 4 12"o.c. field) w/ R-19 INSULATION t 9j" TJI 230 FJ @ I G" OC k FOUNDATION NOTES: 0 Solid J" DRYWALL ON EACH 2 4 CJ • General contractor to review lams, elevations and details to determine 8'-0" Blocking istobe ng 15 installed atallload bearing poidspan of all floor Joists with spans exceeding WINDOWS 4ADOORSDERS BOVE SIDE 4- 9 ' LVL FADER p intended heights of finished floor above typical grade. • Install double Joists under all partitions running parallel C520 STRAPPING 4- 1 1 7g" LVL HEADER w/ FLUSH TO FILING 2- 2x8 HEADER, WRAP • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. • All exterior wall headers to be as indicated on floor plans 4 sections and all Interior 3-4"x24" PLYWOOD FLITCH PLATES FINISHED FLUSH TO CEILING, STACKED headers are to be 2- 2"x 10" unless otherwise noted. All headers exceeding 5'-0"shall have a double 2xG STUD FRAME EXTERIOR N O • Concrete shall be FC = 3,500 PSI @ 28 days 2 BEAMS TALL 4- UPSET INTO L } Jack stud with a single king stud 4 on exterior walls provide double sill plate(typical). WALL @ I G" O.C. w/ R-2 I INSULATION, WALL PLATE ABOVE • Concrete on 4"sand or gravel fill minimim, with GxG- I O/10 welded wire mesh " CDX PLYWOOD SHEATHING, HOUSE 5TAIRS CONTINUE m 4"xG FINISHED DECKING t� Q) • Provide Insulation baffles at cave vents between rafters and soffit vents as Indicated reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor WRAP t SIDING AS SELECTED; BEHIND ALL ° ON 2xG ACQ DJ I G" OC z m barrier. Welded wire mesh is to be placed in the top t�hirdof the slab and is to be on plans " GYPSUM BOARD ON INTERIOR O adequately supported by precast concrete bar supporoassure that the reinforcement • Exterior flashing is to be adequately installed at all connections between roofs, walls, s s held in position during concrete placement and finishing QO s, projections and enetrations as re uired byapproved con5trction practices. 2x6 ACQ SILL PLATE PROV. H4 CONNECTOR O OVER TERMITE SHIELD 3i PLYWOOD SUBFLOOR Z tt� • Isolation Joints are to be Installed betwi-,en the slab and the walls. Use preformed 4 Joint filler that is to be cut 1/2"below the slab surface and the resulting Joint is to be filled FLOOR PLAN NOTES: OVER SILL SEAL; L 2- 2x8 ACQ GIRDER with an elastomeric Joint sealant. PROVIDE SIMP50N CC-20 R-19 BATT 4 9 TJI 230 FJ @ 16 OC BOLTED THRU POST w/ • General contractor to Install cop-r-tex( or copper)sheet metal termite shields • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS W7 Lr" CONNECTORS— 3" ROXUL Jf (2) -J" CARRIAGE BOLTS between all wood surfaces that are exposed to concrete or masonry surfaces. All interior walls to be covered with "gypsum board with metal corner reinforcing. All e" DIAMETER ANCHOR BOLTS 3- 9 J" LVL DROPPED GIRDER R-19 BATT INSULATION w/ 3" ROXUL FIRE NOTCH POSTS LLJ • Dampproof exterior of foundation wall with a bituminous coating; Foundation drywall products, including gypsum board, screw,Joint compound, tapes 4 trim shall be U.S. W/ 7' MIN. DEPTH @ 48" O.C. BARRIER INSULATION FOR GIRDER T) G sum Co. or roved equal, All oints shall receive 3 coats of joint treatment. Sand final 3 J" DIAMETER STEEL LALLY O p excavation upon approval of budding department inspections. YP pp q J J W/ MIN. 3 X3 xg WAS @PLATE COLUMN BURIED IN m coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and N _ z PLUMBING * HVAC NOTES: spickled, 3 coats, ready for pant. CONCRETE FOOTING g 8 POURED CONCRETE " POURED GxG ACQ POSTS • Interior paint to be Benjamin Moore, walls"WHITE DIAMOND"and ceilings white, unless FOUNDATION WALL WITH + • All plumbing work shall be done by a duly licensed plumber and must conform and adhere otherwise decided by homeowner, All interior trim 4 mouldings to be satin"white diamond". KEYWAY 4 P-4"X 8" FOOTING; �� SIMP50N ABU44 z z to all New York State buildingcodes 4 safety requirements. PROVIDE 2-#4 REBAR WITHIN WALL CONNECTOR(TYP) Q Y q Insulation ratings and Installation locations as indicated on floor plans 4 sections. AND FOOTING. DAMP PROOF Q U • If wall plates or Joists are cut during the., Installation of plumbing fixtures or equipment . Interior doors to be solid core wood; style to be determined. Interior trim to be PERIMETER OF ALL AREAS 12"50NOTUBE w/ POURED � ; contractor must provide appropriate bracing to tie framing back together. I x4 casings with a sill and backhands; Metro Collection MCB5 1 2 base moulding. CONCRETE FOOTING O "NOTE: CONCRETE SHALL BE 20"x 20"x 8"d. z • Plumber to supply and Install tankless, on demand hot water heater. All bath 4 kitchen area walls and ceilings adjacent to wet areas to have water resistant PC = 3,500 P51 @ 28 DAYS (TYPICAL ALL FOOTINGS) O O • Plumbing fixtures to be supplied by owner, installed by plumber. drywall, and provide cement board for all areas set to receive tile. FOOTINGS SHALL BEAR ON Iv (L • Mechanical subcontractor is responsible:for adhering to all applicable codUNDISTURBED SOIL WITHIN es and • Kitchen to have countertops as selected with ceramic tile, subway backsplash; all baths BEARING CAPACITY WI safety requirements. to have ceramic the floors and surrounds as selected by homeowner. OF 1 .5 TONS PER SQUARE FOOT • HVAC subcontractor to fully coordinate system data 4 requirements with the /� equipment supplier and to provide final system layout drawing and submit it to general contractor, BUILDING SECTION "All and equipment supplier for final review 4 approval. • Mechanical system to be 3 zone with damper controls on second floor. Include SCALE: L, = I '-O,, optional hydrating air system within. • HVAC to vent all dryer 4 cooking exhausts. W O v � U W LL NAILING SCHEDULE LU y } 2018 WOOD FRAME CONSTRUC-ION MANUAL 3 JOINT DESCRIPTION NAIL QUALITY NAIL SPACING z GENERAL WIND PROTECTION CONNECTION NOTES 2x 10 RIDGE; Rl- ROOF FRAMING Adapted from Standard for Hurricane Resistant Residential Construction; 55TD SIMPSON C520 U RAFTER 70 TOP PLA-E TOE NAILED 8'-0"WALL:3-8d PER RAFTER 10-99 and 2018 SBC High Wind Edition Wood Frame Construction CONNECTOR(TYP. ALL) — t 10'-0"WALL:3-8d PER RAFTER Fasteners and Connectors for Wood Frame Construction z � CEILING J0157 TO TOP PLA-E TOE NA'LED 8'-0"WALL:3-8d PER J015T 10'-0"WALL:4-8d PER J015 1 . A continuous load path between footings, foundations walls, floors, studs and ARCHITECTURAL ASPHALT CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP roof framing shall be provided. ROOFING WITH 15# FELT 12 CEILING J0157 LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE OVER g" CDX PLYWOOD 7 BLOCKING TO PAI`7 ER TOE NAILED 2-8d EACH END 2. Approved connectors, anchors and other fastening devices not Included in WITH ICE 4 WEATHER SHIELD OG RIM BOARD T O RAP ER END NAILED 2-I oil EACH END the Standard Building Code, Section 23OG of IBC shall be used in accordance @PERIMETERS 4 VALLEYS \�O with manufacturer's recommendations. WALL FRAMING w TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT 3. Metal plates, connectors, 5crew5, bolts, and nails exposed directly to the m T INTER5ECTION5 FACE NAILED 4-1 Gd JOINTS-EACH 51DE R-30 BATT INSULATION -OP PLATES A weather or subject to salt corrosion in costal areas, shall be stainless steel or SIMPSON H7 CONNECTOR WITHIN CEILING, ALL AREAS 57UD TO STUD FACE NAILED 2-i Gd 24"O/C hot dipped galvanized. ;n HEADER TO HEADER FACE NAILED i Gd I G"O/C ALONG EDGES -OP OPBOTTOM PLA E TO 5T UD EIED NAILED 2- Gd PER 2X4 ST. FASCIA t VENTED SOFFIT — — U 4. Where windows and doors interrupt wood structural panel sheathing and 2x 10 CJ @ 16 OC 3-i Gd PER 2XG STUD 4-1 Gd PEP,2X8 STUD siding, framing anchors or connectors shall be provided at the top and bottom BOTTOM PLATE TO PLOORJOIST, of cripple studs, header studs, and at least one stud at each Side of opening. BANDJ0157,END JOIST,OR BLOCKING FACE NAILED 2-i Gd PER POOT 2- 9 LVL DROPPED 5. Ridge straps shall be attached to each pair of opposing rafters except where I HEADER R ® ® LLJ r FLOOR FRAMING collar ties of I xG or 2x4 lumber is located in upper third of attic space and z JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER J0157- attach to each pair of rafter5. It BRIDGIIIG TO J015`-� TOE NAILED 2-8d EACH END G. U lift connectors shall be rovided at each rafter bearm 9'-0"x 8'-0" DOORS W/ 0 2 2 BLOCKING-0 JOIST TOE NAILED 2-8d EACH END p p g 3- 9 J" LVL HEADER ABOVE GARAGE .► LLLJ BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK i 4 C520 STRAPPING C 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4 2xG STUD FRAME EXTERIOR m LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST of exterior corners. HALF WALL w/ WALL @ I G" O.C. w/R-2 I INSULATION, JOIS-ON LEDGER TO BEAM TOE NAILED 3-8d PER J015 0 WOOD CAP AS FWGG061 I BAND JOIST TO JOIST END NAILED 3-1 Gd PEP,.1015- 2" " CDX PLYWOOD SHEATHING, HOUSE W . Sill to Foundation ncora Sill plate sae anchored e 2 X 6 ACQ SILL PLATE STAIR BARRICADE o BAND J015T TO SILL OR TOP PLA-E TOE NAILED 2-I Gd PER FOOT 8ll Plate FdtAhge: ptShall bhd tthe OVER TERMITE SHIELD WRAP 4 SIDING AS SELECTED; � �- foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x OVER SILL SEAL; PITCH SLAB TOWARDS " DRYWALL ON INTERIOR OF GARAGE Q B ROOF SHEATHING 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 PROVIDE SIMPSON C520 DOOR @ �"/FT. 4'PERIMETER EDGE ZONE- i G"O/C-G"AT PANEL EDGE5 inches of each end of each plate. Anchor bolts shall have a minimum embedment WI LPT4 CONNECTORS 57RUCTURAL PANELS 8d AND AT INTERMEDIATE 5UPPOR 5 IN THE PANEL FIELD of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located U INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"A-, within 12 mche5 of corners and at s acro not exceedin 4 feet on center. s" 4" POURED CONCRETE SLAB Q `� p g g 3 DIAMETER ANCHOR BOLTS Sd INTERMEDIATE SUPPORT5IN THE PANEL FIELD POR ROOF 5HEATHING WITHIN 4'-0"OF THE PERJM,ETER.EDGE OF T HE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0" W/7" MIN. DEPTH @ 48" O.C. ON COMPACTED FILL WITH PERIMETER z EDGE ZONE A-7ACHMEN7 REQUIREMENTS SHALL BE USED. W/ MIN. 3"X3"x8" WASHER @ PLATE W.W.M. G X G/ lox 10 DESIGN LOAD CALCULATIONS GAUGE WIRE (TYP. GARAGE) CEILING SHEATHING 8" POURED CONCRETE GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lbsf) FOUNDATION WALL W/ I'-4"X 8" d. FTG.; PROV. UNEXCAVATED WALL SHEATHING EXTERIOR BALCONIES 60 2-#4 REBAR IN FOOTING STRUCTURAL PAIlELS 112" 1 1 ga.Galv.Roof,rg r--,l3"EDGE/6"FIELD ,l DECKS 40 (TYPICAL ALL AREAS) (.12'ki.51.x.7/i Glread) ATTICS WITHOUT STORAGE 10 25/32" 1 1 ga.Gall.Roof!-V3 nail 3"EDGE/G"FIELD ATTICS WITH STORAGE 40 (.1 2'ki.75"L.x.3/8'9-.ead) ROOMS (OTHER THAN SLEEPING ROOMS) 40 FIBERBOARD PANELS 7/i G" Gd 3"EDGE/G"PIELD 25/32" 8d 3"EDGE/G"FIELD SLEEPIPdG ROOMS 30 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I C"FIELD BUILDING SECTION II BEI ��P�E OF N w y0 4'EDGE ZONE- i o"O/C-G"AT PANAT EL EDGE5 AND 1 2" HARDBOARD 8d INTERMEDIATE5UPPORT5INTHE PANEL FIELD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Z9,t INTERIOR ZONE- G"OIC-6"AT PANEL EDGES AND 1 2"AT -b, ' " GROUND 5NOW LOAD 45 Ihs 4 Sd INTERMEDIATE C-UPPOR75 IN THE PANEL FIELD ''� e � 1"s PAGE: FLOOR SHEATHING BASIC WIND SPEED 130 mph , ' O STRUCTURAL PANELS- I"OR LESS 8d G"EDGE/ 2"FIELD Exposure CatecloryB t 4i 4i SEISMIC DESIGN CATEGORY B cP WEATHERING SEVERE 5 Nailing reaLirements are teased or wall she:thing railed G irches O.C.at the panel edge. If wall sreathing is nailed 3 inches O.C.at tre panel edge to obtain ROFESSIONP� higi-er shear capacities,ra ling regwremerts for strt,&Lral memhers shall be dooi,hled,or al R05T LINE DEPTH 3'-0" Wren wall s'reati-irg is cort rLOLs over corrected members,the tahLlated rLmher of rails shall he pe,mntted to he redLced to 1-I Gd nail per foot. TERMITE MODERATE TO HEAVY ICE BARRIER REQUIRED YES IUNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.3, EDUCATION LAW c°