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HomeMy WebLinkAbout45874-Z esu FF ot,��t �v0 • �pG. Town of Southold 10/23/2021 � P.O.Box 1179 o _ 53095 Main Rd A�- �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42476 Date: 10/23/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2335 Minnehaha Blvd., Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-55 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/13/2015 pursuant to which Building Permit No. 45874 dated 3/3/2021 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: addition and alterations to existing single family dwelling as applied for. The certificate is issued to Osler, Scott&Julia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45874 3/4/2021 PLUMBERS CERTIFICATION DATED A t r ed Signature �ggFFal p�c TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o • 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#: 45874 Date: 3/3/2021 Permission is hereby granted to: Osler, Scott 2335 Minnehaha Blvd Southold, NY 11971 To: Alterations & addition to an existing dwelling as applied for. Replaces BP# 39600 At premises located at: 2335 Minnehaha Blvd., Southold SCTM # 473889 Sec/Block/Lot# 87.-3-55 Pursuant to application dated 2/24/2021 and approved by the Building Inspector. To expire on 9/2/2022. Fees: PERMIT RENEWAL $264.00 Total: $264.00 4- -- Building Inspector ,QguFFO��,� TOWN OF SOUTHOLD BUILDING DEPARTMENT cm TOWN CLERK'S OFFICE oy • 4� 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#: 39600 Date: 3/20/2015 Permission is hereby granted to: Osler, Scott & Osler, Julia 2145 Haywaters Rd Cutchogue, NY 11935 To: alterations & addition to an existing dwelling as applied for At premises located at: 2335 Minnehaha Blvd, Southold SCTM # 473889 Sec/Block/Lot# 87.-3-55 Pursuant to application dated 3/13/2015 and approved by the Building Inspector. To expire on 9/18/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $478.00 CO -ADDITION TO DWELLING $50.00 Total: $528.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: i 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. March 9, 2015 New Construction: Old or Pre-existing Building: (check one) Location of Property: Minnehaha Blvd. Southold House No. Street Hamlet Owner or Owners of Property: Oder Suffolk County Tax Map No 1000, Section 87 Block 3 Lot 55 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 4: Appli ant Si re Al SOV��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(cD- y town.southold.n .us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Osler Address: 2335 Minnehaha Blvd City: Southold St: New York Zip: 11971 Budding Permit#. 45874 Section $7 Block 3 Lot. 55 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: East County Electric License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors 1 Sub Panel A/C Blower Range Recpt 50a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" "ELECTRICAL SURVEY' "NO VISUAL DEFECTS" Notes- 1-combination smoke/co detector,50a electric oven, range hood, under cabinet light with dimmer,2-paddle fans, 1-flood light "KITCHEN AND DEN RENOVATION" Inspector Signature: Date: March 4 2021 81-Cert Electrical Compliance Form.xls ® rAF SObTy� o � coOMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION r [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION- 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING r- REMARKS:- -71 DATE INSPECTOR G� �oF souTy o�yco N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] "NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ••. DATE �� INSPECTOR ' SOGTyO # # TOWN OF SOUTHOLD BUILDING DEPT. coornv '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ RE A KS: P/L lk y Q _4u,-- 01Y tAAWA _ re DATE INSPECTOR 5C,\rf C&M Contracting Corp. D E C E H E P.O. Box 142 OCT 3 2021 Do Cutchogue, N.Y. 11935 BUILDING DEPT. TOWN OF SOUTHOLD June 15, 2021 Southold Town Building Dept. 54375 Route 25 Southold, NY 11971 ,ATTN:John Jarski RE: Osler Residence Minnehaha Blvd. Southold, NY 11971 This letter confirms-that the two items in question meets OR exceeds NYS Building Code for calendar year 2016. 1. Crawl space—the concrete contractor installed two (2)#4 rebar in the 8" deep x 16" concrete footing as per'plans-by Nancy Dwyer Design Consulting. Inc., dated Feb. 20, 2015. At return walls where new foundation meets existing foundation,#4 epoxy coated rebar installed into existing foundation @ 12"o.c., vertically down crawl space wall at both locations: 2. Insulation—exterior 2x6 walls were filled with R21,HD Kraft.faced fiberglass batt insulation, new addition ceiling and main floor filled-with R30 Kraft faced batt insulation. In-ceiling areas, an addition layer of 6" Roxul insulation was added to entire ceiling area for additional R value, as.well as for sound deadening above. Both wall and ceiling, insulation exceeded the insulation requirements required in plans by Nancy Dwyer Design Consulting, Inc., dated Feb. 20, 2015 Si r r, Chris ophe auce President "�MJ A, WMAWMAMMRMW� X1117/ai���� �-�--- � � _ — -�—�_�� • INsUL.ATION PEA N.Y. [In"Al'OPAP1,01 A'Ml WO Ml—04 T�T ;�� gip• [GLEE;KMMKW.-I1�C b i i •d i I ,. ' .- �, 1 `, �I ••I, t �` I ; •111 � r 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 1 (p 0 0 Check Septic Form N.Y.S.D.E.C. D C Trustees Flood Permit Examined 20±) _ Storm-Water Assessment Form MAR 13 2015 Contact: Approved ,204 Mail to: Nancy Dwyer Disapproved a/c BLDG DEPT fON!PI OF SOUTHOLD Phone: 765-8667 --CExpiration ,20� �C-,�J� Building Inspector APPLICATION FOR BUILDING PERMIT Date March 9 20 15 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. " (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Designer Name of owner of premises Osler (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: Minnehaha Boulevard Southold House Number Street Hamlet County Tax Map No. 1000 Section 87 Block 3 Lot 55 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 Single family residence b. Intended use and occupancy same with alterations 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 52' Rear 52' Depth 32' Height 30' +/- Number of Stories 2 Dimensions of same structure with alterations or additions: Front 52' Rear 52' Depth 40' / 32' Height 301 +/- Number of Stories 2 8. Dimensions of entire new construction: Front - Rear 24'-6" Depth 8'-0" Height 16'-11" +/- Number of Stories 1 9. Size of lot: Front 83.3T Rear 100.0' Depth 116.5' / 135.93' 10. Date of Purchase 2014 Name of Former Owner Lohn 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOy 13. Will lot be re-graded? YES NO VWill excess fill be removed from premises? YES NOV 14. Names of Owner of premises Osler Address Southold Phone No. Name of Architect Sherman Address S_1_ Phone No Name of Contractor Cullen Address G.nuthold Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOV * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE,kEQUIRED. �- 1 b. Is this property within 300 feet of a tidal wetland? * YES NO V/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFA 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 tine 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 1day of M arch 201_ Notary Publi Signa e of licant TRACEY L. DWYER :OTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,201$ Scott A. Russell , �° 'rg� STO)[ZI��JMA�C']EJI� SUPERVISOR 1\\4A\,NAG 1E1\\41ENT SOUTHOLD 53095 ain Road-S 9 O OLD,NEW YORK 11971 ?- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES =S PROD EC;r INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Site prepar ation on es which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. []IPA 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 E 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,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date :M JDiu ict NAME: 00/11 =—1— jn Section Block Lot : a:� " - - US.W.I., ``:" FOR BUILDING DEPARTMEN-F USE 0-N-LY Contact Information 1K__g4 .rNepime Nun n Reviewed By: 1,13 — — — — — — --- — — — — — — — — — — Date- 03-13— Property ' —13_Property Address/ Location of Construction Work: — — — — — — — — --- — — — — — — — II_ Approved for processing Building Permit — 1 Yl/YlZ V 1;7AStormwater Management Control Plan Not Required. `S!Va 101 E] Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 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 rogerr southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3- 41-a na Company Name: LA t Co 'j \ C= /6-�c k , C-- N V\ Name: s u c-c S License No.: 160 5-m L email: Phone No: �,3/-7fp7-�a-,� 01 request an email copy of Certificate of Compliance Address.: r?,3® 1zb -S m�—c [-(v LL JOB SITE INFORMATION (All Information Required) Name: Address: 2 3 5- ryl. K Cross Street: .ZGka Phone No.: U )` - g b I - 31 Bldg.Permit#: a j(eC D email: Tax Map District: 1000 Section: Block: p 3 Lot: ?' BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: [ YES ❑NO ❑Rough In [Final Do you need a Temp Certificate?: DYES E[f4b' Issued On Temp Information: (All Information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground []Overhead # Underground Laterals 01D2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx o�as��l'OLK�D� Town Hall Annex �� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P'.0. Box 1179 C3 Z Southold, NY 11971-0959 v- BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION- Date: Owner: Location of Property: Please take notice that the (check applicable line): New residential structure Addition to existing residential structure M Rehabilitation to an existing residential structure . to be constructed or performed at the subject property-reference above will utilize (check applicable line): Truss type constructiori(TT) Pre-engineered wood construction (PW) Timber construction (TC) 3 in the following locations) (check applicable line): Floor framing, includirig'girders and beams (F) + Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): NaV7LA 4 �w�1P/r ` x , Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER -REFLECTIVE REDS ROMAN ALPHANUMERIC PANTOhlE r - DESIGNATION^OF CONSTRUCTION PMS r ,Q ( )#1.87 TYPE BASEUgON SECTION 602 OF THE BUILDING CODE OF NEW YORK-STATE 2" MIN• - REFLECTIVE WHITE 4 1/2" STROKE _._. ....---._.-------------__.... .._ ..'.•pES1CiV'AT`IflN-FOR'S"t`Rt1CT-UitAL •- -------.__ __..:'._•...__.....--._ .'op NIPPNENT.S�THA T AkE OF TRUSS CONSTRUCTION " "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING • "FR" FLOOR ANQ ROOF FRAMING TRUSS IDENURCAT7ON.SIGN ` COIV UANCE 1MTH 19 W.CRR PAR .1265 ;. •, {.,wrlosr� - COD:4V DIVISION B Vf'LE TRUSS IDENTIFICATION SIGN DATF-03(08(2005 NEW YORK STATE DEPARTMEN C OF STATE DI1�ISION OF CODE ENF{J-RC MERIT AND ADMINISTRATION F�'sTA's'n ,�, 3(76 ba SCOTT- OSLER 2145 HAYWATERs ROAD CUTCHOGUE, NY 11935 3/6/2015 TO WHOM IT MAY CONCERN: This letter is to,conf nn we have,no access to the right-of-way bordering the north side of our property at 2335 Minnehaha blvd, Southold. In reviewing our deed our attorney,Mr. Richard Lark, found no indication:we have deeded rights to this right-of-way. With kind regards,--,— Scott Osler `' fllllll Ilii IIIII IIIII Illll IIIII Ill(I III(I lll(l Illi(Ili IIIIIII•II!!I!IlIIIlIlIII! SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/06/2014 Number of Pages: 4 At: 10:44:12 AM Receipt Number : 14-0146622 TRANSFER TAX NUMBER: 14-08994 LIBER: D00012794 PAGE: 895 District: Section: Block: Lot: 1000• 087.00 03.00 055.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: -$680,000.00 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 EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.-00 NO RPT $60.00 NO Transfer tax $2,720.00 NO Comm.Pres $10,600.00 NO Fees Paid $13,575.00 TRANSFER TAR NUMBER: 14-08994 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County t ` F2� Number of pages RECORDED 2014 Nov 06 10:44:12 Pt JUDITH R. PASCRLE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00012794 Social Security Numbers P 895 prior to recording. DTA 14-08994 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recoding/Filing Stamps 3 1 FEES Page/Filing Fee A Mortgage Amt. 1. Basic Tax Handling 20. 00 2:Additional Tax _ TP-584 Sub Total Notation Spec./Assit. _ • or EA-5217(County) Sub Total Spec./Add. _ EA-5217(State) TOT,MTG.TAX _ �- Dual Town Dual County_ R.P.T.S.A. Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit "` Mansion Tax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other _ (} Grand Total s r/U�.gIf NO,see appropriate tax clause on pa a of this instrument. 4 1 Dist. poi 14030483 3.000 08700 0300 0-95000 DOO 5 mmunity Preservation Fund Real Property PTS II�I�II�I�u��IU�IuQl�l�lllll� CPF Tax Due Amount I O.(a0 `I Tax Service R VIT A IJ u �Ju u Agency 28-OCT-1 / Verification —� Improved _ 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land �Ar[c �(T5, E54s TD 10 PD. Box Q?3 TD &-re.ka j ue-, luy 11435 TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 o Name www.suffolkcountyny.gov/clerk Title# Cl SI- TW -/S&So 81 Suffolk Cvunt -Recordin - & Endorsement Page This page forms part of the attached made by: (SPECIFY TYPE OF INSTRUMENT) &--7r-;ck w• LhAj The premises herein is situated in. SUFFOLK COUNTY,NEW YORK. �+ �TO In the TOWN of T SQc:TI�.a 1 \eo-r OS 1�r' In the VILLAGE _ 7-"t:A4 A• Os ter or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. u-0104-1 laatk (over) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND . PURCHASER BEFORE SIGNING. THIS INDENTURE,made the "'7-Nday of October,2014 between PATRICK W.LOHN,residing at 2335 Minnehaha Boulevard,Southold,New York party of the first part,and SCOTT D.OSLER and JULIA A.OSLER,his wife,residing at 2145 Haywaters Road,Cutchogue,New York party of the second part, WITNESSETH,that tllp,party of the first part,in consideration of Ten Dollars and other valuable consideration,paid by thepartKnf,•the,Setignd plrt,does hereby grant and release unto the party of the second part,the heirs or successors andldsgign',bf the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE SCHEDULE A ATTACHED(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises as conveyed by deed dated April 4,1997 and recorded on September 17,1997 in Liber 11852 page 153 in the Office of the Clerk of the County of Suffolk 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 fust 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 fust 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 fust 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 fust 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 fust part has duly executed this deed the day and year fust above written. IN PRESENCE OF: PATRICK W.LOHN V NYSBA Residential Real Estate Foams on H000ce(9/00) Copyright Capsoft®Development -1- State,of New York) ss: County of Suffolk On this I day of October,2014,before,the undersigned, personally appeared PATRICK W. LOHN, personally known to me or proved to,me on the basis of satisfactory evidence to the be 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. Notary PPuuMic 4 ROOERT 6EFRESE Notify Pub%Slate of Newyork No.01DE50351 V CWU(*d In Suffolk Comity CWM UM Eiplfid WOW 24.2014 NYSBA Residential Real Estate Forms on HotDocs®(9/00) Copyright Capsoft Development -2- Chicago Title Insurance Company TITLE NO C14-7474-15650-SUFF { SCHEDULE A-1 (Desc*don) I 3 i PARCEL l: ALL that certain plot,piece or parcel of land,situate, lying and being at Laughing Water,near Southold,in the Town of Southold,Suffolk County,New York,bounded and descn'bed as follows: ' BEGINNING at a point ori the southerly side of Wabun Street where same is intersected by the westerly side of Minnehaha Boulevard; ' RUNNING THENCE along the westerly side of M mehaha Boulevard the following two(2)courses and distances: 1. South 03 degrees 36 minutes 00 seconds East,35.06 feet; 2. South 06 degrees 06 minutes 00 seconds West,48.31 feet to land now or formerly of Beck; THENCE along said land,South 79 degrees 26 minutes 00 seconds West, 116.50 feet; 9. THENCE North 10 degrees 34 minutes 00 seconds West; 100.00 feet to the southerly side of Wabun Street; THENCE along the southerly side of-Wabun Street;North 87 degrees 26 minutes 00 seconds East, 135.93 feet to the westerly side of Minnehaha Boulevard and the point or place of BEGINNING. 1 is i• s. TME POLICY TO BE ISSUED under this commitmentwX insure the title to such buildings and improvements on thepremises which by law constitute real property. FOR CONVEYANCING ONLY•Together with all the right title and interest of the.party of the first pari of in and to the land lying in the street in front of and adjoining said premises. SCHEDULEA4(Description) Rev.(03104) L 1 " \ 00 p0 N\c3NOO EXISTING �o GARAGE DRYWELL I 0v\�p\ �oo� NEW ADDITION N FOOTPRINT OF ISTING DECK / EXISTING DECK AREA TO REMAIN 24'-0" o - " �o G'-G" EXISTING 2 STORY S(TE PLAN HOUSE TO REMAIN SCALE: - = I '-o" SCTM: 1000-87-3-55 Information taken from survey prepared by John Metzger, Land Surveyor Peconic Surveyors, PC Southold, New York dated September 30, 2014 N 6? G-UTTER5 GON.T=OUSLY AROUND;- o 0 LEADER LOCATIONS A5 PER INSTALLER - ALL LEADERS DRAIN TO 6" O PVC - PIPE AND DRAIN AWAY FROM HOUSE wUi w z � (I- oLL - LL 0 ~O V ✓ s U O z C\iO c: U LL Q N 2 V O L► T Ln U w J W 24'_G" 6.6" J y u o u o a o SECTION o A NEW I-STORY ADDITION TOs U s'_0" I-6" uO BE CONSTRUCTED IN PLACE 7 OF EXISTING DECK AREA L L Lq am 4'-I I 112" EXISTING STEPS VIP 4 OF DOOR ABOVE OF New GE — O p TO GRADE _ O L m z m DOWN ---�- o WALL LEGEND: Nu � o EXISTING DECKREMAIN 2- ------ O U � z0 ___ _ WALL TO DE REMOVED a \ `o C) 5ECTTION CJ O �� NE AM ROO U WALL TO REMAIN REMOVE EXISTING DOORS; x _ Oo a (n YLr PATCH IN WALL FRAMING TO - �, aU y\ 2"X 8;' C.J. O f- NEW CONSTRUCTION - z MATCH CONSTRUCTION. o �� @ 16 O.C. Z 2"X G" STUD FRAME EXTERIOR WALL5 �_ GRIN DECK AROUND PROVIDE R-19 INSULATION, O R-1 9 INSULATION w/8 PLYWOOD SHEATHING z POST IN WALL \ U $ 51DING TO MATCH EXISTING. 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EPDXIED #4 STEEL IN FOUNDATION AS Q cn cn — q N 3 ' DIAMETER STRUCTURAL "�` R-19 INSULATION @� REBAR VERT. @ 12" O.C. n I ° REQUIRED BY CODE z ❑ z STEEL COLUMN BURIED IN TYPICAL ALL AREAS. w -� O 24"X 24"X 12" POURED z lL INTO EXISTING FOUNDATION U ( � 4" P.C. SLAB IN NEW WALL* NEW WALL ABUTTING CONCRETE FOOTING UNDER Eq Z Lu cil cz O 1111 w POSTS COMING FROM ABOVE (TYPICAL ALL AREAS) z O 7 U1 x6 ACO J L J = F— Ln � Qo w o� � x J .. .. 16 0 2.4 m J c\j 4x4 POST ON 10" SONOTUBE —01111 I �' FOUNDATION WALL LEGEND: Q w/ POURED CONCRETE FOOTING 20"X 20"X 8"d. (TYPICAL BOTH) BREAK THRU EXISTING NEW FOUNDATION EXISTING FOUNDATION O HALLS $ FOOTING W CL/ FOUNDATION WALL FOR z DEPTH TO ALIGN WALL TO REMAIN a/- W 2"X 8" ACQ LEDGER BOLTED CCE55 BETWEEN AREAS , TO HOUSE FRAME WITH 5" Q NiITH EXISTING Z "LEDGERLOK" SCREWS @ I G" O.C.; 8" POURED CONCRETE — HANG D.J. FROM LEDGER WITH FOUNDATION WALL 51MP50N LU28 CONNECTOR — — WITH P-4"X 8" FOOTING; FROV. 2- #4 REBAR IN FTG. FOOTING DEPTH TO ALIGN w/ EXISTING CRAWL SPACE EXISTING BASEMENT AREA � Z � U � Q � z � o Ln >< Z a F Lu wF� EXISTING GIRDER, POSTS Z co ° �, FOOTINGS TO REMAIN O - - � C) LL- UP W C8 N Q z W oNra>so w OUTLINE OF ROOM ABOVE ms ` EXISTING CRAWL SPACE WITH REMODEL. EXISTING INSULATION, STRUCTURE SUBFLOOR TO REMAIN; PROV. RUBBER ROOF MEMBRANE OVER EXISTING 5U5PLOOP,* U UNDER NEW FINISH FLOOR ABOVE `7 z Z o � ro Z � O U m (zr�� rV y V ) } W Q/ Z CZ/ O W O SECTION � C 6 0� NES, „ FOUNDATION PLAN 4 z SCALE: 4.. = I ,-o,, A ��d 0835� PAGE: �Qfi�SSt��� 5 UNAl7-1-1091EO ALTERATION OR ADDITION TO FI-115 DRAWING AA10 RELATED OOCUMENTS 15 A VIOLATION OP SEC. 7209 OF THE N.Y.S. EOLICARON LAW Z O Lu O u- W O'^^ O C V) w Q N z Addition Alteration to Existincj Residence 05LER RE51DENCE < Q , -5 L S" Ln Z m s O , 4" _ 1-1 O O O O EXISTING fflOUSE z TO REMAI Z O _ W l� Q Q QO W r/ 0-/ W 1-- OPENUP EXTERIOR WALLS - QD PROVIDE WOOD CAP AT 20" ABOVE FLOOR$ INSTALL W z SCREEN PANELS; G" POSTS I— (i ,� I BETWEEN A5 5HOWN. RA15EC —� PANEL DETAIL BELOWLl Q M III v J -- v Q U z - z rz o V s V J W FRONT ELEVATIONw o N � � SCALE: 4" = I ,-o,, z > O C() s 1: t' i ,.! c�..l..r d a°ay f J I-Li - -�-� X : a�.i W4 44� %' `, �r z � U `. E .�'r�;. /_� B.P. QUOn D r. Y 3U'.'Jitt': DEF�f� 2;f,%a NT T W 1 G 4 PMFO4R TNL. _ t Ott F(.,,L L0VlJ'C��� J'S ,K' U FOU,JD',T I')iv -TWO REQUIRED r FOR POJ'.ED CONCRrTE r ' :< �: 41 1 2 ROUGH FRAIM NG,PLUMBING, STRAPPING ELECTRICAL &CAULKIr G 3. I"ISULATI^"I QF NEW y s o 4. FINAL CG"ISTRUCTION &ELECTRICAL Q'C OjA � p MUST BE COMPLETE FOR C 0. (t–� ALL CONSTRU �iON SHALL iv�EET THE W, �� r t= HE OC�_S OF NE RF�, I,ZEM_tl i � OF T C RrORK ST,�,TE. POT RESPO„SI��E FOR > .. , , 2 w g D._SIGN OR CONSTRUCTIOiJ ERRORS " ii 083 SA �.� E N G i pe 10 3 . 04 . 15 PAGE: . TRUSS PLACARQING REQUIRED . g :7, UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW Z Ln O o O L, ♦— > Oz C J U' _z � w � D CC M L L N O Z ((� 4 s O N OV =O O (S) U) O APPROX. EXISTING RIDGE z z O w C 0 Q Q � ry EXISTING ROOFLINE W O TO REMAIN a/- H EXISTING SECOND FLOOR CEILIGN z EXISTING STRUCTURE TO REMAIN U APPROX. NEW RIDGE HEIGHT V In w z J m _EXISTING SECOND FLOOR D U Q EXISTING FIRST FLOOR CEILING; v / • PLATE HEIGHTFOR NEW WALLS - z O U O m z U z Q PROPOSED ADDITION IN = z rz^^ p PLACE OF EXISTING DECK; V LIVING SPACE TO MAINTAIN ° cn t HOLD TO FOOTPRINT OF DECK m W F) IE: 0 0 EXISTING FIRST FLOOR HEIGHT; z N ALIGN NEW ADDITION TO EXISTING ELI U N Lu `� O � m z U > — CO > EXISTING GRADE z O zc5U � CO < Lo 0 — 8-0, � O — eco V O L Lf) � U BIGHT SIDE (NORTH) ELEVATION o SCALE: 4" = I ,-o,, pF NEtN ��Q.. aA4 ty� w n Chit ® ENG1�� 2 W a O 08358A v RQPies 10�P PAGE: 3 . 04 . 15 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 2 DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW z O C) p LL > Oz NO C W Q N 2 C� z_ J W Q F- p EXISTING HOUSE TO REMAIN a� > O Ln L? z m w o , C) o � oo 0) (n z O z � o � _ w J Q 251 AR2251 AR2251 �/ CZ W � � W Z CW25 CW25 CW25 z � EXISTING DECK AREA TO REMAIN V °� Lu, Lu m oma . 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EDUCATION LAW z Ln g p IL mo �/ N O O c LLL Q N 2 24'-6" 8" POURED CONCRETE O z FOUNDATION WALL W/ LLI SECTION P-4"X 8" d. FTG.; PROV. U Q } A 2- #4 REBAR IN FOOTINGp p (TYPICAL ALL AREAS) PROVIDE SIMPS N PHD5 DAMP PROOF PERIMETER HOLDDOWN (TYF. 2) OF FOUNDATION WALL ANCHORS AT ALL CORNERS (TYPICAL ALL AREAS) THROUGHOUT > NEW CRAWL SPACE � 8" DIAMETER AN HOK BOLTS EXISTING DECK STRUCTURE SECTION @ O W/7" MIN. DEPT 48" O.C. ABOVE TO REMAIN B - 6 S/D W/MIN. 3"X3"xg" WASHER @ PLATE U cn p PROVIDE VENTS I.. — PROV. EPDXIED#4 STEEL IN FOUNDATION AS 3 2 DIAMETER STRUCTURAL R-19 INSULATIDN @ REBAR VERT. @ 12" O.C. b` q REQUIRED BY CODE z STEEL COLUMN BURIED IN TYPICAL ALL AP,EAS. z INTO EXISTING FOUNDATION O 24 X 24 X 2" POURED 4" P.C. SLAB N NEW U Z CONCRETE FOOTING UNDERAREA WALL$ NEW WALL ABUTTING O POSTS COMING FROM ABOVE (TYPICAL ALL AREAS) z Z I- L— O o w 2'_4 N m Q FOUNDATION WALL LEGEND: BREAK THRU EXISTING NEW FOUNDATION W O WALLS * FOOTING EXISTING FOUNDATION FOUNDATION WALL FOR z WALL TO REMAIN m/ LuL ACCESS BETWEEN AREAS DEPTH TO ALIGN Z :5 WITH EXISTING Q - -r---r 8" POURED CONCRETE FOUNDATION WALL — WITH 1'-4"X (5" FOOTING; PROV. 2- #4 REBAR IN FTG. FOOTING DEPTH TO ALIGN w/ EXISTING CRAWL SPACE EXISTING BASEMENT AREA z N w z w L EXISTING GIRDER, POSTS FOOTINGS TO REMAIN z U z UP U� Nr _ z �(1 O �J J T) W Q zW C) to OUTLINE OF ROOM ABOVE EXISTING CRAWL SPACE WITH REMODEL. EXISTING U� INSULATION, STRUCTURE Z_ >,N SUBFLOOK TO REMAIN; F U _Ob CO N PROV. RUBBER ROOF MEMBRANE U-iW O OVER EXISTING SUBFLOOP,f > _ co UNDER NEW FINISH FLOOR ABOVE Z O > Z J 4� — z (!) U � � Q Z Lo z — � O — LZ co TUULLJ � U I z s� 0 J SECTION SOF NEyY� P4 JAN O� z FOUNDATION PLANr - b w ® ENGI Lu SCALE: 4" — I '-O" C? �p �835SN �oFESSto PAGE: 3 . 04 . 15 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 5 DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW Ln GAF 30 YEAR ARCHITECTURAL � LL Z�� ASPHALT ROOF SHINGLES W/ 15# n ~O N FELT OVER e" CDX PLYWOOD WITH z z O C FASCIA HEIGHTS TO ALIGN; ( V� ICE *WEATHER SHIELD @PERIMETERS g Q ni z � VALLEYS ADJUST SOFFITS ACCORDINGLY IN FIELD AS NEEDED I7-3 F— �' ' � GUTTERS CONTINUOUSLY AROUND; z LEADER LOCATIONS AS PER INSTALLER- w LU \% ALL LEADERS DRAIN TO G" O PVC U Q } �\� w• 12 PIPE AND DRAIN AWAY FROM HOUSE o o SECTION 6 C� G 6" B ( v \<� I RUNOFF CALCULATIONS: 0 A 230 x . I G7 x 7.5 = 288 gallons of runoff 2"X G" STUD FRAME WALL ( 12 \�G J I I @ (1) P-O"x 8'-O" 0 capacity = 300 gallons @ DECK EDGE; HANG RAFTERS —�4 X — =1N• 2"X 8" R.R. Runoff Containment Requlre5: > FROM WALL. RAILING ABOVE I N `� \ I I (1) I'-O"x 8'-O" m ring5 (or equal) O Ln TO REQUIRED CODE HEIGHT @ I G O.C. O ro0 � U-1 �-C LU' z c� EXISTING GAMBREL ROOF LINEE ` z STRUCTURE TO REMAIN 4-, O p O EXISTING PITCH IN CLOSE IN EXISTING WINDOW DECK TO REMAIN. PROV. TO ACCOMMODATE NEW (n WEEP OPENINGS IN WALL ROOF RIDGE LINE z BASE AND DRAIN TO EXISTING DECK O EXTERIOR EDGE TO REMAIN Z O W Q Q O LU CL/ R/ W ENTIRE SECOND FLOOR AREA ~ Z AS EXISTING TO REMAIN — ,�'Of NEIN 1- ��P �ENaAM,,y O,A� . n a L z LU X838 W ZLn CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS J m EXISTING 2x8 CJ 3 . 04 . 152"X 8" ACQ LEDGER BOLTED • TO WALL FRAME WITH 5" z RAFTER NOTCHED RAFTER EXISTING DOORS 2"X G" STUD FRAME LSCREWS IG" O.C.; HANG 5SHED G RAFTERS FROM LEDGER O } TO REMAIN HED 3 RIDGE WALL AT DECK EDGE; WITH SIMPSON L5U2G HANGER z U z RIDGE HANG RAFTERS, PROV. Q WOOD CAP $ RAILING GAF 30 YEAR ARCHITECTURAL Z Z EXISTING 2nd FL. II � o ABOVE TO CODE ASPHALT ROOF SHINGLES W/ 15# s FELT OVER 8" CDX PLYWOOD WITH — p TYPICAL RIDGE DAiAFTERSTRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING II 12 ICE *WEATHER SHIELD @ PERIMETERS W - 14 VALLEYS EXISTING DECK 2X8„Shy KING STUDS R. . 0 2-2” C.B. THRU C.J. * R.R. @ (TYPICAL EACH RAFTER) RAFTER CRIPPLE STUD EXISTING 118"TJI FJ 2"X 8" C.J. @ I G" O.G. z R-22 SIMPSON H7 CONNECTOR RAFTER HEADER NEW FLUSH HEADER W N C N TOP PLATE JACK STUDS 3- 1 18" LVL w/ 2 2" 1 I FASCIA w/VENTED SOFFIT W TOP PLATE STEEL FLITCH PLATES 1 _z UI WALL STUD WALL STUD I I 3- 74" LVL HEADER, RIP TO 5"ABOVE Z O > m USE 51MP50N HU SERI _ CONNECTOR TO CEILIN NEW FAMILY ROO NEW WINDOWS; 520 STRAPPING. W J �6 TYPICAL HEADER CONNECTION II 0 TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUDCONNECILON— JOISTS @ FLUSH HEAdER b WINDOW HEIGHTS TO MATCH EXISTING z U +, CIO a� > TRANSOMS MULLED ABOVE z Z 2"X G" STUD FRAME @ I G" O.C. R/ � R-19 INSULATION, 5" PLYWOOD LI_.I L 1 SHEATHING ON EXTERIOR, HOUSE _ s WOOD JOIST WOOD JOIST ALIGN I i WRAP * SIDING TO MATCH (s) U JOIST HANGER BOTTOM PLATE I 4 „ BLOCKING WALL STUD o i I �" PLYWOOD SUBFL OR SUB FLOOR 2 X G" ACID SILL PLATE GIRDERlHEADER -0 DOUBLE JOIST EXISTING 118"TJI FJ NEW 118"TJI 110 F.J. @ I G" O.C. OVER TERMITE SHIELD WOOD GIRDER -0 WOOD JOIST R-19 OVER SILL SEAL; j PROVIDE SIMPSON C520 CRAWL SPACE W/ LPT4 CONNECTORS O JOIST FRAMING OVER WOOD GIRDER I T FRAMIN�H WITHIRDERIHEADER rC v DOUBLE JOIST FOR NON-BEARING WALLS EXISTING STRUCTURE - FOUNDATION WALLS, FOOTINGS, NEW CRAWL AREA a DIAMETER ANCHOR BOLTS Ad SLAB, GIRDER, COLUMNS TO REMAIN W/7" MIN. DEPTH @ 48" O.C. W/ MIN. 3"X3"xg"WASHER @ PLATE 1 ST.FLOOR WALL STUD PROVIDE 1l2"SPACING NEW 8" POURED CONCRETE BETWEEN THE END STUD 1ST.FLOOR PLATE SUS AND THE 2 OTHER STUDS SUBFLOOR SILL GASKET FOUNDATION WALL W/ ® E N G t FOR ALLOWING " HOLDDOWN INSTALLATION TO TRANSFER SHEAR RIM BOARD a ® TERMITE SHIELD I - X d. PROV. CONNECT CORNER STUD 8 2-#4 REBAR IN FOOTING FASTEN WITH(2)16d ' COMMON NAILS @ 6"O.C. DOUBLE SILL PLATE DBL.SILL PLATES ® (TYPICAL ALL AREAS) FOUNDATION WALL (TO OVERLAP JOINTS) SIDEWALL O ENDWALL FOUNDATION WALL [:---o PAGE: SHEAR WALL CORNER CONNECTION BUILDING SECTION "All I /� I I 1ST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING SCALE: / 4 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW u.3 O In U- C)GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; 55TD U I 0-99 and 200 1 SBC High Wind Edition Wood Frame Construction Q �i z Fasteners and Connectors for Wood Frame Construction z I . A continuous load path between footings, foundations walls, floors, studs and LU EXISTING HOUSE roof framing shall be provided. U Q } TO REMAIN Q ~ C) n o � 2. Approved connectors, anchors and other fastening devices not included in the Standard BuildincJ Code, Table 2306. I shall be installed in accordance with manufacturer's recommendations. NEW GAB-E END TOMATCH THIS PITCH 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the N in weather or subJect to salt corrosion in costal areas, shall be stainless steel or O o hot clipped galvanized. z m E) LVL RIDGE; —' s 4. Where windows and doors interrupt wood structural panel sheathincJ and 5IMP50N C520 O 4-1 siding, framing anchors or connectors shall be provided at the top and bottom CONNECTOR o o O of cripple studs, header studs, and at least one stud at each side of opening. 12 (n (n G• 6� , O• 5. Ridge straps shall be- attached to each pair of opposing rafters except where � collar ties of I xG or 2x4 lumber is located in upper third of attic space and 6„ 4"X 4" POST W/ 2"X 2" attach to each pair of rafters. �� R BALUSTERS $ CAP RAIL G. Uplift connectors shall be provided at each rafter bearin _ 2 _ �F SITTING ON WALL FRAME z p p 9 2'X 8" C.J. @ I G" O C 4<< @ DECK EDGE } O 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' 2"X 8" C.J. 2"X 8" z 11 of exterior corners. EIGHT AOCC I DINGLY R.R. @ I G" O.C. Q ADJUST 8. SII Plate to Foundation Anchorage: Sill plate shall be anchored to the IN FIELD AS NEE)=-D p foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" xQ Q 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 2-z C.B. THRU C.J. P.R. Q inches of each end of each plate. Anchor bolts shall have a minimum embedment (TYPICAL EACH FTE ) 2 GYPSUM BOARD TYPICAL ALL AREAS Q 0 of 7 Inches in concrete/ masonry foundations. Anchor bolts shall be located LU R/ within 12 inches of corners and at spacing not exceeding 4 feet on center. rV W 2"X G" STUD F E I G" O.C. E-- R-15 INSULATION, g" f LrWOOD Z SHEATHING ON TERI R, HOUSE �'' I WRAP t 50ING F0 M H ?.. 4 YWOODSUBFLOOR EXISTING DECK STRUCTURE TO REMAIN U . 9€!$TBEi� I� €>`C;�>� I! ` t `CL 5F' € 118"TJI I 1 O F.J. @ I G" O.C. ........„"".................... _,....,..... .,..,_,,.....,..,,.._..,............,»....,._ TOr.3PF.ATS !T€E . — C-Fir°Q JOST TO 70? &T TO fid=:" .. ............... -c'Y'L 3 141 .... `$`O S-T ........................ _.........,..........,._.......,. .17 in _ _. _,....,..,._____. _ _ _ NEW CRAW !e� •s°�-�. s "sr L AREA Tkz-''.Zi,3 3-C-f f9 4 POURED C ONCF SLAB ,_ .. ........ . .......... ......................... .................. _ ` r=TOPS- Cn � � � Fc _s,a•. . .. .. .... ACTED FILL TE ON COMP "^': ;` $:T iJ=.T-'-.-`......_............._...._. »....._,:TOc ,l;-:'.�".,r -:.� ....-----..,. may•!.'=`A'� .. ,_. ,....._,_ c ec are . � �_I ... C prance ertl� �c _ . __,..-..-._.....__..-.,,,,...,__-, ,..... 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Tri*: Gwconstru L TOi®O?'2t7 TOi,k�..47t TO�T,3�¢ .E'.P3 kb:��'' _ �_!�d �Z:�',4 5r';1V siac tH.w construction - _. .....,.,, .._ .__.__....... ,_ „_,,,_,.,_.�,,,,, , ,,,,, ,,_.___.,_ _. ._,r. ... .._., ....__,._ ..„. _ .,.. n cbnmbftdr?.W�i� O =°3?Z:-,slu0 I crma4.Zmr 4 f5T5Afico)I Cd BUILDING SECTION v 73-�FOOT . . . ..... _,.__. ..__._..__....... ..................... _____..____....-.-_.,_._____._.___. _-____ LIJ SCALE: FiTP FIi Fli> - �fCOrdnsrtor: 4 — t4tr.xh.}u sH9d Q solid.W a s,sn TO= E ai d FM OST SS,.•d:Tart JOIST 4TO=y�� r?-�d SAO-4 EIC ?. ;I;�TO JOST Tia'do-._ 2�d '�" ,.. tee. v. .,sroma '�wm» u a..a�mamoe. e.ai"w.aswrwe w.r.:eaw. .. .. .. .... .............. .... ......._._.....(- .. .... ... ........,..... ......,_.... ._...... .... ,............. .-----.......,...._...-...._._._........................, .aus«.rvmw nem-,va es•-wr wsmos ntw..m.vw,-mt<ev.x. 2:04-1 YS r�70 E VL Oi�Trr:FLAT-=...... __`.rO3 3Wr-E, 3-1 cd EACH S- ........_... ',n.JJ _ Y E ;"''TO 3—95hd° F 9 ? f°'� '- JOB ,.,,. ,.._... [:� .�..IT Envelope Assemblies .71ai'`3 ITOT�S'r 3 ?d F7-mIsr" — N a i> x :, w O ..€..'I'.'JO_, TOJO.. F?.,. �-Ed'r3 __JOT' :" ,." � , . ?amt;JO'S-TO S: O� �?FT:.'.T= zTo "� 2-1 t T, fborl:nnrvoodweurnR,o�,'ur�oaat.dSp r say 490 a0 OG47 xe w j0 WsEf 1:Woad Prime,16'oc 944 19.0 A0 0.Or0 Xt ,,�nn zoo F5A ei7R1111bp Wmd"L'VWFameeD.*h Fwm«ahw..# 197 0.320 44 V z O CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA 1rr.isFrJ 43 tar a3 .o as 0.cas" n W O (� ` ud iR°Ki d`r�'I'"3?°'�:`::n" s'?:+' 's.IF`d T�•I'3'*'.:433v .✓ p C040'-"S�+a--*Th.Pra+�tsdbOdn4 d•+ign"descs�ad .rc s*.'th the dr'u.spwf+U Wldodw ( 1 � W _...-....._._.. _,....._. S�lER c.kuido:rub..es.d..uehe eepi _tt.c.o.e.d been we.cctwzama.wY.kr UVFATHERIPdG = P•d7M:C-:ZO5r-I+•O'C-VAT FANS=-'r-ES AN- I VAT t.«r ob-C..-t-C d. �wREsc3�kY«r+r 4. "` y i tl,.m•nd�arr+�r.m«w �n _ DESIGN LOAD CALCULATIONS FPOSTUPdEDEf'TH a-al �i� �errnan 3 4 15 � 0 Ln m FOO cyO.=s4E�-A11r-',11"T7!.:4 X-C*O='NEFEEL e„1- _rG;=C•-THE P-00 ,kd> ..:.;�'.`ts.'W-C'CA S4a-i S EO=T,_-I_CO��.-d,.f�,r��=G'F?�t TERM rl-E MODERATE TO HEAVY � ..,. ` E r' -------- )M UpNIFORMLY D15TR :CAY SLIGHT TO MODERATE U U D WNTER DESIGN TEMP. I I Lf) � MINIM 15UTED LIVE LOADS(Ib5f) LU E IOR BALCONIES 60 � -� ICE SHIELD UNDER.- AS PER MAN"JFACTURER'5 (17 �araSJ""'t' :3' vin i _....._.................... .........»„»,..»,. ., Ed CO icIC'FE. .. . .,......»,.... . 40 . ....,. LAYMENT REQUIRED SPECIFICATIONS)STATE CODE ATTICS WITHOUT STORAGE 30 FLOOD HAZARDS n .. ..... . ................:......__.. ... ...,.�_..,,.._m...,.. ..,,,..., _.,,.,..,..,,,....,-.....,..., ATTICS WITH STORAGE 40 S`,•=JCr, -A Fr.. c ud aF' IVO. -VATF,:6A.v,: AAC 12'A7 ROOMS(OTHER THAN SLEEPING ROOMS) 40 f"reyedT�tla;CY.ie ReskkMe Rea«tdato,. osteons U 11 I �d s� -� yr_I •a _���r� �;:vis"i �4s TABLE 8301 6 Date ft :i� aea_Kk floto F ter., '.TTG��{T'*1=FA3'� 'YO ................ .... .. ... ..... ...... , .... .. ., •r ,,..,.. .. ,,,. ....,.........,., __ 215•s2' dd 3' :-1� rE' . CRITERIA FOR CALCULATION OF DEAD LOAD SJCOal_-�" ^=,-'=_,"IC'= -"" ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. BERTRU ALLOWABLE.L DEFLECTIONCF •......,...,_„__...�.__...._,._...__.,._,._„_._..,,,-....._�.,�.-,M.. ..._... ... MEM STRUCTURAL ! vd W =Zi UE:- lyOt'C-CITF.NE-E ,`CMAC 12•A',' F,afters haven sl es renter L/I 50 EEF lA�3Or 1df^+g,S,-AT3sJF' 's N T-H=Fr•J'iM.FEMD TUP.AL tian 3/1 2 with no finished ceili ARCHITEC GRAPHIC STANDARDS � _,_......-...,,........................_. _ W 11Tr10'€� 1C'Ov-VATPAN aE::MAIL 12•i,T to rafter - _.........-"---”- --"- IdT3=J= Tcsdv%O�sT4,r FA' s SNOW edt attach ..._-....,,»..._.,... _..._._...............-......_-_.,......_. -.__-----------.,. Interior walls t artitions H/180 * (� * ili, rLS3iE33esE4?rTAsG Floors lastered ceilin s L/360 r Cr ® E N G l� 7D G RO U ND SNOW LOAD 45 sT?aJCf tQ D.ISG- `3 G'3Y. ..8 27 c s. EZ A uJ All other structural memeber5 L/240 � .Z LLt SEISMIC Exterior walls with pla5ter or H/360 P ' s.h.agwrPsawr�s. 6c stav ;. ,,kegwal. Cfnc4mO.C.0714.io�di azigo. 1Fwaf4illw+WeisXzJAd5 S-000.G.ra-iwPm,0e.d .,kz cktmow DESIGN CATEGORY B $ ish 1, i.KpFa +sE-sm.oxmecb�..bfr..q awwaRa4s4�rb m rre.rir�smkol sd�ieff"al e.+aTAC+ar7ea�aaaa5 r,wee`x a sarFdml�, d°6c�usedtan�sd..0. uccofin �A 0835,81% iamd p®�Ji. Exterior walls-wind loads with L/240 9 QL' WIND trittle finishes °FESS° PAGE: L 'MAW` ir, `'eue+ it €�kk cfsar'NAOr����""x"�»�� ""�'�d^y'�_��d"��. +"' WIND SPEED 120 mh Exteriorwolls-wind loads with L/120 • O �Rs���ll # wodar.xil�4g ������;���� sddise�re� x EXPOSURECATEGOP,Y g fexiblefinishes 3 . 04 . 15 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7200 OF THE N.Y.S. EDUCATION LAW GEI`IERAL NOTES: � O ELECTRICAL NOTES: z o - u- • The information on this set of construction documents is to relate basic design O } intentand framing details. They are intended as a construction aid, not as a . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include H Z O C substtute for generally accepted good building practice and are in compliance with pp (V current New York State building codes. The general contractor is responsible for installation of fixtures $specifications as indicated on plans. Ligw ht fixtures to be supplied by LU Q N providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code U' by a licensed electrician. All new switches 4 outlets to be Levition, standard, supplied 4 installed Z W • General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. Q LU interaction between trades. D () C) CC • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES: or exceeds current federal, state and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building plan. . All lumber is to be Douglas Fir#2 or better at 1 G"on center • 11 in the course of construction, a condition exists which disagrees with that as indicated on these drawings, the contractor shall stop work and notify the designer • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation N N 4-the engineer immediately. Should he fail to follow this procedure and continue work, refers to current arsenic-free treated wood standards and shall take the place of'CCA' O he shall assume all responsibility and liability arising therefrom. N m Z • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include �i s • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas Ao- s O +� s • The designer has not been engaged for construction supervision and assumes no • O O Structural Steel ASTM A36- FY= 36 KSI respcnsibility for construction coordinating with these plans, nor responsibility for O construction means, methods, techniques, sequences or proceedures or for saftey . All stra s, connectors, lates, bolts, nails, etc. are to be alvanized. Desi Hated connectors, stra s, precautions and programs in connection with the work indicated. There are no p p g g p warranties for a specific use expressed or implied in the use of these plans. etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be nailed/bolted in accordance with the manufacturer's specifications. • Contractor to provide hardwired smoke detectors, with battery back up, and with (� no intervemng switches, on all floors and in each bedroom. Verify with local code . All floor sheathing is to be 4"AC type plywood, tongue t groove and shall be glued and screwed to Z requirements as per Section R3 17 New York State Residential Construciton Code. the floor Joists(G"O.C. edges 4 12"o.c. field) -Q- 0 Install carbon monoxide detectors as per code. Z F--- FOUNDATION NOTES: Solid blocking is to be mstalled every 6-0"max. or mid span of all floor Joists with spans exceeding O 8'-0". Blocking is to be installed at all point load bearing points. • General contractor to review plans, elevations and details to determine . Install doubleJoists under all partitions running parallel intended heights of finished floor above typical grade. Q Q • All exterior wall headers to be 2- LVL's as indicated on floor plans t-sections and all interior IL/ Footings shall bear on undisturbed soil within bearing capacity of I.5 tons/sq.ft. headers are to be 2- 2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double Q 0_ Jack stud with a single king stud*�on exterior walls provide double sill plate (typical). W • Concrete shall be FC = 3,500 PSI @ 28 days 0/ W • Concrete on 4"sand or gravel fill minimum, with GxG- 10/10 welded wire mesh • Provide insulation baffles at cave vents between rafters and soffit vents as indicated Z reinfcrcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor on plans barrier. Welded wire mesh is to be placed in the top third of the slab and is to be . Exterior flashing is to be adequately installed at all connections between roofs, walls, adequately supported by precast concrete bar supports to assure that the reinforcement is held in pos t on durmg concrete placement and finishing. chimneys, projections and penetrations as required by approved constrction practices. U • Isolation joints are to be installed UFLOOR PLAN NOTES:between the slab and the walls. se preformed z � joint:eller that is to be cut 1/2" below the slab surface and the resulting joint is to be filled • with ar elastomericjoint sealant. Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS C9 • General contractor to install cop-r- ex(or copper)sheet metal termite sheilds • All interior walls to be covered with"'gyspusm board with metal corner reinforcing. All W z O between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products, including gypsum board, screw,joint compound, tapes$trim shall be U.S. Gypsum Co. or approved equal. Alljomts shall recieve 3 coats of joint treatment. Sand final m • Dampproof exterior of foundation wall with a b tuminous coating; Foundation coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and excav_-`.io n is not to be backfilled prior to the mstallation of the floor framing. spackled, 3 coats, ready for paint. V J • PLUMBING HVAC NOTES: Insulation ratings and installation locations as indicated on floor plans*sections EXISTING STRUCTURE U TO REMAIN f 8"fO 3 • All plumbing work shall be done by a duly licensed Walls common to garage and house to have a layer oire rated gypsum board at plumber and must conform and adhere z � to all New York State building codes$saftey requirements. garage side with 5'-0"return on adjacent walls f-ceiling. Provide 2 layers of 8'fire rated Q Z gypsum board on all engineered lumber as required by manufacturer specifications z z 6 • If wall plates orjoists are cut during the installation of plumbing fixtures or equipment ( (� contractor must provide appropriate bracing to tie framing back together. All bath$ kitchen area walls and ceilings adjacent to wet areas to have water resistanty drywall, and provide wonderboard for all areas set to recieve tile. 0 lJ J N • Baseboard heating is to be hot water and zoned. Plumbing contractor is to W EX15TING 1 1 3"TJI FJ adequately size the system and place the baseboards in an unobstructive location in each room Q K-19 INSULATION; required to recieve heat. Minimum of one thermostat for each zone will be required. PROVIDE VAPOR BARRIER WOOD PLANKS ON CEILING • Mechanical subcontractor is responsible for adhering to all applicable codes and 3- I 4 X 9z' LVL HEADER(NP.) saftely requirements. (� Q EXISTING LIVING ROOM Z N MAHOGANY SCREEN PANELS 1 to become SCREEN ROOM EXISTING 2"X 4" HVAC subcontractor to fully coordinate system data *requirements with the �/ U N BETWEEN POSTS W/STOPS STUD FRAME INTERIOR equipment supplier and to provide final system layout drawing and submit it to general contractor, LLJ O EXISTING SUBFLOOR TO REMAIN; = PARTITION; PROVIDE owner and equipment supplier for final review$approval. Z U 2"X G" STUD FRAME KNEE NEW RUBBER MEMBRANE OVER R-1 5 INSULATION WITHIN, > WALL w/WOOD CAP RAIL; j ' FINISHED FIR FLOOR BOARDS VAPOR BARRIER ON STUDS z O m RAISED PANEL DETAIL ON I I TO RENOVATED SIDE, 2" W � � � C'() OUTSIDE $ WOOD PLANF, i i LEAD COATED COPPER PLYWOOD $ FINISH SURFACE FINISH ON INTERIOR FLASHING OVER MEMBRANE, 1'-0" MATERIAL AS SELECTED Z (� U UP WALL* INTO FLOOR AREA Z Ln Z _ 2O _ -- --- ---- — � U p U EXISTING 118"TJI FJ, _ 4o- Ln INSULATION 5UBFLOOR (s U TO REMAIN CRAWL SPACE EXISTING STRUCTURE - FOUNDATION WALLS, FOOTINGS, N I SLAB, GIRDER, COLUMNS TO REMAIN ® ?�s� o �+ v . if NEJA 0 S + ZUJ ® ENG 1" $$ BUILDING SECTION IICII Q �$35Ba 4� SCALE: 4" = 1 '-0" PAGE: 3 . 04 . 15 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 8 DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW