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HomeMy WebLinkAbout48075-Z o�OS�F l `49, . Town of Southold 6/17/2023 29 y� P.O.Box 1179 0 co T 53095 Main Rd Way o�F¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44191 Date: 6/10/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 480 N-Oakwood Rd.,Laurel SCTM#: 473889 Sec/Block/Lot: 127.-8-8.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2016 pursuant to which Building Permit No. 48075' dated 7/15/2022 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: alterations and additions, including outdoor shower,to existing single family dwelling as applied for. 6/17/2023 Corrected for Certificate of Occupancy number only. The certificate is issued to Bohbot,Lucien of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40718,48075 9/19/17& 8/19/22 PLUMBERS CERTIFICATION DATED A o ze gnature �0 aF0tKcpG, Town of Southold 6/10/2023 y P.O.Box 1179 o - o • '� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44156 Date: 6/10/2023 TINS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 480 N Oakwood Rd., Laurel SCTM#: 473889 Sec/Block/Lot: , 127.-8-8.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2016 pursuant to which Building Permit No. 48075 dated 7/15/2022 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: alterations and additions, including outdoor shower,to existing single family dwelling as applied for. The certificate is issued to Bohbot,Lucien of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40718,48075 9/19/17& 8/19/22 PLUMBERS CERTIFICATION DATED c Signature SUFFQ( TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE 'oy • �� ' SOUTHOLD, NY 0 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#: 48075 Date: 7/15/2022 Permission is hereby granted to: Bohbot, Lucien 505 E 79th St Apt 7M New York, NY 10075 To: Construct additions and alterations to an existing single family dwelling as applied for. Replaces BP# 40718. At premises located at: 480 N Oakwood Rd., Laurel SCTM # 473889 Sec/Block/Lot# 127.-8-8.5 Pursuant to application dated 7/15/2022 and approved by the Building Inspector. To expire on 1/14/2024. Fees: PERMIT RENEWAL $187.20 Total: $187.20 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 40718 Date: 5/25/2016 Permission is hereby granted to: Bohbot, Lucien 505 E 79th St New York, NY 10075 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 480 N Oakwood Dr, Laurel SCTM # 473889 Sec/Block/Lot# 127.-8-8.5 Pursuant to application dated 5/18/2016 and approved by the Building Inspector. To expire on 11/24/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $324.40 CO -ADDITION TO DWELLING $50.00 Total: $374.40 Buil ng 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 I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: `f&0 /i • 0a_/r_ U60(,1t1 IG(. l Ur House No. Street Hamlet Owner or Owners of Property: LQ 6/---1✓7— SA bo'1- Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Sign tur SO!/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(ab_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lucien Bohbot Address: 480 N Oakwood Rd city:Laurel NY st: NY zip: 11948 Building Permit#: 48075 section: 127 Block: 8 Lot: 8.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " HVAC ` Inspector Signature: Date: August 19, 2022 S.Devlin-Cert Electrical Compliance Form so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �0 • �o roger.richertCa)_town.s6uthold.ny.us �ycou�r►,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bohbot Address: 480 N. Oakwood Drive City.Laurel st: New York zip: 11948 Building Permit#: 40718 Section: 127 Block: 8 Lot: 8.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: POB Electric License No: 4473-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 8 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches g Twist Lock Exit Fixtures TVSS Other Equipment: 200A Overhead Service, 1- Paddle Fan, 1- Combination Smoke/CO Detector, 1- Paddle Fan, 2-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: September 19, 2017 0-Cert Electrical Compliance Form.xls ��OF SOpl�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: w�rk . �A-Ys- DATE 11 INSPECTOR I 7�-I �q SOOT -- N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: Q 7 �'o,,AA 6 Qaklx&4� w-WA&� 44" wov,) f,114;114r, DWQtMh! - vo o l{ v/ DATE INSPECTOR i �pF so �o� olo Coutov,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. /1F UNDATION 2ND [INSULATIONAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I v��' �.�✓ ��-� vii ' � fit' �'h � �ti✓ t/ DATE I>qfW INSPECTOR qo7tl �Of SOUTy �o� Olo cOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: 1 Q�tMr14f f y ;47, +T �u 14 u 17 s � CCSQ � DATE �3 INSPECTOR Of SOplyolo cOUM'l,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,0J ELECTRICAL (FINAL) REMARKS: DATE , INSPECTORO SOUTyp 460 -75 , 04kw GPi Ci . * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: _/ �� 44 VPC DATE INSPECTOR �`� q5o O�aOF 50* TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4o qlavp lg&LINW, - o✓ ret i DATE INSPECTOR ! . ' 1 1 . • � ! ' � ! ' 'i ' . • . i i � , .•� � �, �,n, � .. -� . F; f .., t .:r _�'4. J" � w w x ,u r � i` ? � „, T .. � 5 M- . '; 1 TT- ,. - ,. f EwaU I Q Id Pit MM AfM mw tet S, f • A STATE ENE-ROY C.ODE I 3l'' Iv 1 rJ � � • Ii,f � �i�lir���: ` r • • 1. • r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ' ( Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved ,20 V� Mail to: �Q h!/ �w'/&r Disapproved a/c Phone: Expiration 1 ,20 Buildin s ctor APPLICATION FOR BUIL G PERMIT to 20-Z�; D [ECROVE INSTRUCTIONS a. ' application MUST be ctely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accu&W PaRcale. ee 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 waAWN; C. Th lication may not be commenced before issuance of Building Permit. d.U a 11L'ation the Buildin Ins ector will issue a Buildin Permit to thea licant. Such a ermit p p�p g p g pp P 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 Name of owner of premises Z-a-6j.(r1 — 619A (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. TRACEY L. DWYER Other Trade's License No. NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 . QUALIFIED IN SUFFOLK COUNTY 1. `Location of land on which proposed work will be done: COMMISSION EXPIRES JUNE 30, !J&O �. Qct�uyooaC I L�.ur� House Number Street Hamlet County Tax Map No. 1000 Section l'd-7 Block Lot 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 .S,n 6/e ��,,, ol&c s h rvl ree&Jz&-e-c-- b. Intended use and occupancy S�-e_ A/ S 7j7y� 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 ' 29, 6 Rear c2o.S Depth 3'7 7 Height / a` — Number of Stories / Dimensions of same structure with alterations or additions: Front ? S Rear Depth Height /uS-' _Number of Stories I 8. Dimensions of entire new construction: Front /S` Rear Depth /3 Height /0 ' f /— Number of Stories / 9. Size of lot: Front /a Rear a y 3 /D • Depth a53 .a-/ la 9 S-0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �(7 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_,\� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises �- Icr✓I -6o k6o� AddressPhone No. Name of ArchitectAddress Phone No Name of Contractor T, i2, 7 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_Z�/ No * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF b I 06,o w being duly sworn, deposes and says that(s)he is the applicant (Name of individu 1 signing contract)above named, (S)He is the be SI° --- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this j MaQ day of 20D]_& 0( TRACEY L. DWYER NMRY Nota UBLIC,STATE OF NEIA Y-01 11 V Notary Publ NO.01 DW6306900 \.Si a re oflicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2a John M.Bredemeyer III,President So Town Hall Annex Michael J. Domino,Vice-President ~� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �O� Telephone(631)765-1892 Charles J.Sanders �ly`,oUNTi `Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 17, 2016 Lucien Bohbot 505 East 791h St., #7M New York, NY 10075 RE: LUCIEN BOHBOT 480 NORTH OAKWOOD ROAD, LAUREL SCTM#: 1000-127-8-8.5 Dear Ms. Bohbot: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 17, 2016: RESOLVED that the Southold Town Board of Trustees grants the Last One-Year Extension to Wetland Permit#8113, as issued on March 20, 2013, and BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8113 to greatly reduce the originally proposed house alterations by constructing a 200sq.ft. addition with foundation onto the north side of the existing dwelling; install bilco doors with associated stairs; install gutters to leaders to drywells to contain roof runoff; repair the flooring on the existing deck; and subsequently maintain the non-disturbance buffer from the 8' contour line seaward, and as indicated on the project plan prepared by Barbara Laskin received January 19, 2016, and stamped approved on February 17, 2016. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8113 DATE: MARCH 20,2013 ISSUED TO: LUCIEN BOHBOT PROPERTY ADDRESS: 480 NORTH OAKWOOD ROAD,LAUREL SCTM# 127-8-8.5 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 20,2013,and in consideration of application fee in the sum of$250.00 paid by Lucien Bohbot and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to add 758sq.ft.(or less)of living space to the existing house codsisting of a proposed addition on southern side of the property,adjoining the existing one-story structure,and another addition on the north west corner of the existing structure;installation of new septic system; installation of gutters to leaders to dryweils;remove existing bilco doors and stairs;construct new stairs to a new cellar of 100sq.ft.;remove part of the existing deck on the south side of house along with access stairs and affix new 5'wide stairs to remaining deck on the south side;replace the existing walkway and stairs to the entrance of the house with new stone steps about 4'wide;and for the existing one-story frame structure,and existing deck and stairs on east side of house;with the conditions to establish and subsequently maintain it Non-Disturbance buffer from the 8'contour line seaward;and a line of staked haybales with silt fencing be installed at the 10'contour line prior to construction;and as depicted on the survey prepared by John T.Metzger,Land Surveyor,last dated February 27,2013,and stamped approved on March 20,2013;and as also depicted on the site plan prepared by Daniel Krief,Architect, last dated February 25,2013,and stamp approved on March 20,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date_ ,Q, g�1Ff0��.c r Oak SOU yOl Town Hall Annex Glenn Goldsmith,President r 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2038C Date: Mav 22, 2023_ THIS CERTIFIES that construction of a 200sq ft addition with foundation onto'the north side of the existing dwelling; installation of bilco doors with associated stairs; installation of gutters to leaders to drywells to contain roof runoff, repair the flooring on the existing deck; and subsequently maintain the non-disturbance buffer from the 8' contour line seaward; At 480 North Oakwood Road, Laurel Suffolk County Tax Map#1000-127-8-8.5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 27,2013 pursuant to which Trustees Wetland Permit#8113 Dated March 20, 2013,was issued and Amended on February 17,2016 conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a 200 ft addition with foundation onto'the north side of the existing dwelling; installation of biico doors with associated stairs; installation of Butters to leaders to dDMells to contain roof runoff, repair the flooring on the existing deck; and subsequently . maintain the non-disturbance buffer from the 8' contour line seaward. The certificate is issued to Lucien Bohbot owner of the aforesaid property. Authorized Signature Scott A. Russell ,��°su '� 9T0]KMWAT]E1K SUPERVISORa � I��l[A\lam A\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF TIME (FOLLOWING: Yes- No (CHECK ALL THAT APPLY) ❑ 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 preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E, Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[�F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,. Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. �`: 1000 Date: District NAME: �afl b(vti 107 9 �. Section Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information Crcicph—Numbcrl l7 9 Reviewed By: — — — — — — — — — — — — — — — — Date: 'f- Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 1 k 0 tj. Approved for processing Building Permit. / Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 480 NORTH OAKWOOD ROADVNq� s SURVEY OF PROPERTY N LAUREL, NY 11948 F �ONF �� AT LA VREL � s 2 �R� TORN OF SOUTHOLD � j1P �� SUFFOLK COUNTY, N. Y. Q�euc \ 25 21 � � 1000-127-8-8.5 SCALE: 1=30' JANUARY 23, 2013 f o„ Of � � 13•r 94Q e U \ JA6 —j s 5 9� yam' Ar LO 00 du 0'f � wP � LOT NUMBERS REFER TO "MAP OF LAUREL PARK" v, $ P/0 �- Q�9uC FILED IN -THE SUFFOLK COUNTY CLERK'S OFFICE ON ON OCTOBER 5, 1925 AS FILE NO. 212. FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103CO483 SEPTEMBER 25, 2009 AREA 32,139. 80.' FT. TEST HOLE DATA TO TIE LIKES ELEVATIONS REFERENCED TO N.A.V.D (UNLESS NOTED) BY MCDONALD GEOSGENCE 1/3/13 ��ok lam familiar with the STANDARDS FOR APPROVAL TREE EL. 11 9• AND CONS7RUC710N, OF SUBSURFACE SEWAGE d_=MONUMENT BROW SO-TM SAND DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES __ 3• and will abide by the conditions set forth therein and on the 1 =WETLAND FLAG 'oo permit to construct: PALE MOWN FINE SAND SP -_ NO. 49618 EL 1.2' A for Y ANY ALTERATION OR ADD17701V TO THIS SURVEY 1S A VIOLATION PE NC S JR VE .C. �Ql OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. 631 765 5020 FA 631 765-1797 C EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER7IFICAAONS WATER IN PALE BROWN FINESAND SP HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 09 p SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA V SLER STR£'ET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 85-435 "IT J&C Plumbing Heating A/C LLC Invoice 100 Kings Drive Riverhead, NY 11901 Phone# (631)208-1732 :Date,., •r: Fax#(631)284-9264 03/07/17 2329 Due Date Upon Red pt CDR CONSULTING CORP CHRISTINE RIVERA CELL#1-51 5-384-9225 EMAIL CDRONTHEBEA For Security Reasons, Please Call to Submit a Credit Card Payment NOTE:All credit card payments incur a DISCO f` '" 3%-5% surcharge. Hourly Rates ISS .:. -; �_.0,'_ Master Plumber License#44950-NP Monday - Friday from 8:OOAM - 5:00PM: $155 + parts Air Conditioning License#081-48-90526 Saturday, Sunday, and Holidays: $250 + parts Workman's Compensation#11461373-1 j. iri ro% r F• HEATING AND A/C JOB AT 480 N OAKWOOD RD LAUREL NY 11948 BARBARA LASKIN& LUCIEN BOHBOT RHEEM GAS 1-RHEEM 90+PROPANE FURNACE 8,000.00 8,000.00 HEATER 1-RHEEM 3TON 13 SEER A/C COIL 1-RHEEM 3 TON 13 SEER A/C CONDENSING UNIT 1-3/4X 1/4 X 50 LINE SET 1-24X24 A/C CONDENSING PAD 34 FEET OF LINED SUPPLY DUCT WORK INSTALLED IN CRAWLSPACE 30-FEET OF RETURN DUCT WORK UNLINED INSTALLED IN CRAWLSPACE ALL NEW 4X10 SUPPLY FLOOR BOOTS ADD HEATING AND A/C WHERE NEEDED ALL NEW 7"FLEX DUCT WORK 1-110 CONDENSATE PUMP 1-NEW 3/4 A/C DRAIN PIPE FOR A/C COIL 1-RHEEM PROPANE KIT FURNACE 1-RAISE NEW UNIT OFF THE FLOOR 1-HAVE CARPENTERS BUILD PLATFORM FOR HEATING UNIT 1-ALL ELETRIC WORK DONE BY ELECTRICIAN 1-REMOVE ALL OLD DUCT WORK AND UNIT OUT OF THE CRAWLSPACE 1-INSTALL NEW 5/8 GAS LINE FROM EXISTING LINE TO THE NEW FURNACE 5 YEAR WARRANTY ON COMPRESSOR 5 YEAR WARRANTY ON A/C COIL 10 YEAR WARRANTY ON HEAT EXCHANGER 2-YEAR WARRANTY ON ALL ELETRIC PARTS Past Due accounts will be charged an interest rate of 1.5% per month or a$5.00 late fee, whichever is greater All Returned checks will have a returned check fee of$50.00 Please make all checks payable to J&C Plumbing and Heating LLC. t i J&C Plumbing Heating A/C LLC Invoke 100 Kings Drive Riverhead, NY 11901 Phone (631)208-1732 Fax#(631)284-9264 03/07/17 2329.-".:.. -.4,,•F?`�r.'.'ir" ,1t{.N;�•':',� Due Date Upon Reci t CDR CONSULTING CORP p CHRISTINE RIVERA -515-384-9225 EMAIL CDRONTHEBEACMOAOL.COM For Security Reasons, Please Call to Submit a Credit Card Payment NOTE:All credit card payments incur a H®UYOy �' >ilSCt3VIF{2 t 3%-5% surcharge. Rates :� •;� Master Plumber License#44950-NP Monday - Friday from 8:OOAM - 5:00PM: $155 + parts Air Conditioning License#081-48-90526 Saturday, Sunday, and Holidays: $250 + parts Workman's Compensation#11461373-1 - �'1..Fr s+Ty'.2i� _ s;"' _ il,',J;� ;'+fl:f.,,...,';"........, xrr,,;'_ ;•iX-•.- .,y.. - _ PAYMENT 1 ST DEPOSIT$5000.00 2ND$3000.00 DUE ON COMPLETION OF JOB Sales Tax 8.625% 0.00 ��,':�xT;"'...•:,f�.,;.^:i.i...;:y;'.;pry,a,":. z Past Due accounts will be charged an interest rate of 1.5% per month or a$5.00 late fee,whichever is greater All Returned checks will have a returned check fee of$50.00 Please make all checks payable to J&C Plumbing and Heating LLC. 0 w p Lu LA5KIIN - E30H150T RE51DENCEcn O NEW CONSTRUCTION g Z N o a-- Q -T z r UIRE ~' r—'��' ADDITION TRUSS PLACAR►�ING REQ ,.. - , , ,, .'.._ '.,���._..�.:y G�� z w Lu SEAMLESS GUTTERS A N.-.,�t ` , � � � lra cap o CONTINUOUSLY AROUND; r I L F— � U p LEADER LOCATIONS AS PER 4 ���` c 1"? f-i�•�n+�i�1=ice rel-r-'-----�--"'_`'�.'�•'_'_�, .� INSTALLER FASCIA 4-VENTED BEADED ., " ,. , EA ,FlOV E AS NO �r �'' is � r� ��Oi'�°,�� SOFFIT; OVERHANGS AS """..���.. .• c _ EXISTING ,.a. . OATE,.�. �. a_ R,P. "X 4" CORNER BOARDS �— �`""�'�:., `A •°^--' Q 'gyp � 1ST NOTIFY BU4LU!N"a UtI)ARTNIC ,t AT - _ PROVIDE 4"x�!" PICTURE 1 I �!�� Q� 765 180'2 £3 AP�1 TO 4 PM FC? THE O FRAMED CASINGS w/ DRIP _ FOLLO J PJG {iJSPECTIOi 1S: m z z N gER CERTIFICATIONS ��.� ���..' e�,.-U EDGE AROUND ALL WINDOWS PLUM( �``tl 1. FOUNDATION - Talo RtC�UIR4D � z �, o DOORSIfF CONTENT BEFOR i� � L� FOR Pou ED coNCRETR 00 o ON LEAD E of OCCURANCY CERTIFICATE CERTIFICATE2. Ro�_IGH - FRA'.'ING & PLUS�- Nr J _ T USED IN WATER ��� �� r � 3. INSULATION HARDIE BEVELED IAP SIDING Li SOLDER CANNOT �` � CUAC 4. FINAL - Core T RUCTION r1,usT COLOR AS SELECTED SUPPLY OF J% LEAD. �1NEW CONSTRUCTION F!E COMPLETE FOR C.O. EXCEED 2/10 ALL CONSTRUCTIO�J SHALL Pr�I�ET THE REQUIREMENTS OF THE CODES OF NEW z • YORK STATE. NOT RESPONSIBLE FOR O DESIGN OR CONS-I RUCTION ERRORS. PLUMBING o G\NASTE Q FRONT ELEVATION ALL?T>�RB�NaE`%t`.�.r� ���'�";:��'d�-• TES�I:v" ���:�,._ FET�:t� S �'�J p��ER ,,� '..,��.�;�.�� a;Arw.. ». , ..�•..:_ . �. ' l SCALE: 0 CN 4.. = I'-o" p�)'�St}AN� �0vM1 r,l •� ' '_` ',>' .,,.+�--_ "' moi,' $;.. �' 'J' �a. �--`" a �ter►- ��. � :.`�.'�`"' s �+.€ _ w � �o ® `�°, ,,,w` ��' •�,.�_„�*; `"', . -��• RENOVATE EXISTING G OUTDOOR SHOWER _ ,� 6f '.t J e °�rYM.p�t '•` z�R`w"ha +�. S. w„Yti �' � ry r, � S FN m 11 a (. !f� 'g .,� ` .,, _,a�✓..� � " '' �'. ,�. � � o vi .,;x`*, � �,�r ffi''- }�e� ��pa•y.�^ >'y' „t rK. •.f•+„'� mac-; M P ow, i s WIT LCW 5 O F,CISTING DECKTO REMAIN „ ... :. NEW BASEMENT BI LCO INTO cJ � pyo REPAIR DAMAGED AREAS - NEEDED RESUP.FACE ENTI? � 1 y AREA m be NNW', WATERSIDE ELEVATION z SCALE: z . � o z � U m z . i NEW ADDITION LL HARDIE BEVELED LAP SIDING [] z �pF NEIv C) NJA '9 U O 083584 v ' Aq°FEssIoNP NORTH ELEVATION SCALE: 4" = 1'=0" UNAUTHORIZED AL TERA TION OR ADDITION TO TH/S ORA W/NG AND RELA TED DOCUMENTS 15 A VIOLA TION OF SEC. 7209 OF THE Nr5.EDUCA TION LA W 0 U to O ED o REScheck Software Version 4.6.1 z �! � wr g � Compliance Certificate z lu Q � Project LASKI!N - BOHBOT 01 10) 1 l�i112 Ener:Z,Code: 2010 New York Energy Conservation Location: Suffolk County,New York ConsructionTypw Single-family Project Type: Addition CI mate Zone* 4 (5750 WOE) PEnn1 Oatr Pemrt NumberO 0 � In Construction Site: OwnerlAgent: OesignertCcntractor: s 480 N.Dakwood?.es•d Nancy Dwyer Design Consu'ting. L..rrei'NY Inc O SM1+01d,NY In O z N � Z 3L 15 O C...1 -c-- 17.2%11 1t—rhe.Code ii—M.-i U., y64 V..'US 51 n:9Lserx^erna�etts^Cole nae"re°e=hcwcaseteC"MIialtn"lio-=eaeased111". :-�:�<_�_.. ------ AREA5 TO BE REMOVED S DOE No-p-o.b.�..::,��-.�.,<-,s re ori-R�a�•:-���m���,-sT.��.fa,-. ------ EX15TING LIVING ROOM Envelope Assemblies EXISTING FRAME EXTERIOR WALLS AND a .- �-•_�� ,.� ,._,_. % INTEKIOR PARTITION5 TO REMAIN _ O F'oor 1:All-Mood JoistTruss:Over Uncondtoned Space 210 30-0 0-0 0 033 7 NEW CONSTRUCTION V'.'A 1:1Jood Fra rne,16'o.c. 336 19.0 C.0 0.060 20 Vilndow L:VinyifFiben�'ass FranwDoub'e Pare with Law-E 0 0.323 19 2"X G"STUD FRAME EXTERIOR WALLS, C) Ceding 1:Flat Cei'irgorScissor Tuss ��0 10 C-0 0035 7 R-19 INSULATION, e" PLYWOOD Q SHEATHING ON EXTERIOR, HOUSE WRAP Cc-rxiTiance Sta*amant 'The proposed bund ng desigr descriked here i cop. .ant with t'•re L-uild r F 9'6 I/2" pans,specfica.wns.anda�r �SIDING AS SELEGLED; z" GYPSUM BOARD ca'cu'abons sibm,ted wit the pv^nit apD'icat ton.The pn��sed bu It � , been desi ned to� eet the 2010 New York Enen4•v Corserva'4orConsSvronCoder-ui!wmensinRESaheckVersion4 r ,ri •,w enandatorereguremants+,ir�j n ON INTERIOR5IDE the REScheck Irspection checL!ist SAND � SEAL EXISTING Matthew Sherman 05.09.16 2"X 4" INTERIOR STUD PARTITION, WOOD FLOORING THKU-OUT H.srne-f.;z Signa -me Date W/ I LAYER" GYPSUM BOARD ON EACH SIDE; U5E M0I5TURE/MOLD RESISTANT BOARD IN BATH t LAUNDRY AREAS * USF CEMENT BOARD ON ALL AREAS TO RECEIVE TILE • ALL WINDO 5 TO RECEIVE 3- 2"x 5" HEADER.5 ABOVE EXISTING DINING Z WITH 4" MULLION BETWEEN ANY PAIR. MATCH EXISTING HEADER HEIGHTS FOR ALL FIRST FLOOR WINDOWS. W a m W EX15TING BEDROOM TO REMAIN Z Z 15 M Project Title:LASKIN-BOHBOT Reportdale: 05t09116 Z g a w Data f.pensme UnFitled_rck Page 1 of 6 SECTION PROVIDE NEW Z 5° EXISTING HOT WATER Z A HARDWOOD FLOORING O TO MATCH EXISTING STORAGE TANK TO BE < 2-6" 4'-0" F�CISTING CLOSET REMOVED; RELOCATE REUS I TO BASEMENT �- PROV. (y CW I P5050 2068 NEW ON DEMAND HOT (� WATER APPLIANCE. PATCH VEGKE-9-9, EXISTING HEADER; . AREAS AFFECTED BY U1 EXISTING� BRQ M CLOSET r r r!11NIENS RECESS UP INTO WORK ACCORDINGLY L 777777777 ' �aLr 18X8 bifvld EXISTING CEILING LOCATED MASTER EEDROOM MA.TC1H FI_K HTS. � - LAUNDKY IS ACCESSIBLE EXISTING ENTRY FROM THE LIVING SPACE y 2 HARDWOOD FL=ING 2xG STUD FRAME i ' ' WITHOUT GOING INTO THE Issso.rr WALL TOACCOMWDATE I MASTER 22.4%usrr SHELVING i i 2GG6 9.0%\TM 28G8 I 1 U •C.O, bfold 2468 VENT DP ER It S.D. I_6 STACKED AS PER q bDE m N 6 niche 0 - 2300 re - LAUNDRY O z PROVIDE VINYL PAN X EX15TING BATH TO N 2GG8 TI E ALL WALL t @ LAUN KY FL 7 R SURFACES p REMAIN; REMOVE z U-1 CLOSET UNDKY APPLIANCE Z2GG6 EXISTING BE R M EXISTING KITCHEN PROVIDE NEW 51NKLn J CONVERTED AND o o AND TOILET FIXTURES � El —0O ��� U in CWI 5 KEUSE z C K24 L 23'-7" VWl Q Z SECTION A � � LU y 15'-01 � cn I) NEW CONSTRUCTION OF NEty >- ,`Q, NJA U CO sy Q FI RST FLOOR PLAN 5CALE: 4' = I'-O'r �� ? O 083 SA v 9OFES S IONP 2 UNAUTHORIZED AtTERATION OR ADDITION TO THIS ORAW/NG AND RELATED DOCUMENTS 15 A V/OL4 TION OF SEC. 7209 OF TffE N.Y.S.EDUCATION L4 W GENERAL NOTES: ELECTRICAL NOTES: o o °L • The Information on this set of construction documents is to relate basic design Intent and framing details. They are Intended as a construction aid, not as aN substitute for generally accepted good building practice and are in compliance with • All electrical work to be.BOARD OF FIRE UNDERWRITERS approved and to include g O N current New York State building codes. The general contractor is responsible for Installation of fixtures*specifications as Indicated on plans. Light fixtures to be supplied by z 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 �9 by a licensed electrician. All new swrtches t-outlets to be Levition, standard, supplied *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. J W Q H interaction between trades. • 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 I G"on center * If 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. 'AC Q'designation -13 t 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' he shall assume all responsibility and liability arising therefrom. � LD • All TJI's are to be mstalled in accordance with the manufacturer's specifications and shall include 0 Oo • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas O � � • The designer has not been engaged for construction supervision and assumes no . Structural Steel A5TM A3G - fY= 3G K.51 CD O z N responsibility for construction coordinating with these plans, nor responsibility for — construction means, methods,techniques, sequences or proceedures or for saftey �L z N O precautions and programs in connection with the work indicated. There are no • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, O j O CO 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. Ali connectors, straps, etc. are to be J J O nailed/bolted in accordance with the manufacturer's specifications. • Contractor to provide hardwired smoke detectors, with battery back up, and with no intervening switches, on all floors and in each bedroom. Verify with local code . All floor sheathmg is to be 4"AC type plywood,tongue it groove and shall be glued and screwed to requirements as per Section R3 17 New York State Residential Construciton Code. the floor Joists(G"o.c. edges d 12. 2"O.C. field) Install carbon monoxide detectors as per code. FOUNDATIO^� NOTES: Solid blocking is to be installed every 8'-0"max. or mid span of all floor Joists with spans exceeding z Blocking is to be,installed at all point load bearing points. O • General contractor to review plans, elevations and details to determine Install double joists under all partitions running parallel � intended heights of finished floor above typical grade. Q • All exterior wall headers to be 2- LVL's as indicated on floor plans t sections and all interior C) • 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 Concrete shall be FC = 3,500 PSI @ 28 days Jack stud with a single king stud *on exterior walls provide double sill plate (typical ). • Concrete on 4"sand or gravel fill minimum, with GxG - 1 O/10 welded wire mesh • 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 on plans barrier. Welded wire mesh is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement • Exterior flashing is to be adequately installed at all connections between roofs, walls, Is held in position during concrete placement and finishing. chimneys, projections and penetrations as required by approved constrction practices. Isolation joints are to be installed between the slab and the walls. Use preformed FLOOR PLAN NOTES: Joint filler that is to be cut 1/2"below the slab surface and the resulting Joint is to be filled V with an elastomeric Joint sealant. • Dimensions shatl take precedent over scale drawings, DO NOT SCAM DRAWINGS Z FOUNDATION WALL LEGEND: 0-4 (� • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds • All interior walls to be covered with?"gyspusm board with metal corner reinforcing. All w a between all wood surfaces that are exposed to concrete or masonry surfaces. drywaII products, including gypsum board. screw.,joint compound,tapes t trim shall be U.S. r, Gypsum Co. or approved equal. All.joints shall recieve 3 coats of Joint treatment. Sand final EXISTING HOUSE • Dampproof exterior of foundation wall with a bituminous coating: Foundation coat to a uniform smooth surface. All walls, ceding and interior of closets to be.taped and PERIMETER TO REMAIN Z Z o excavation is not to be backfilledrior to the installation of the floor framing. pe , , y p . p g sackld3 coatsreadforaint — — NEW 8" CONCRETE BLOCK EXISTING STRUCTUP.E Z ' ? TO REMAIN, ALL AREA5 H • Insulation ratings and installation locations as indicated on floor plans t sections FOUNDATION WALL PLUMBING � HVAC NOTES: g p �D z m WITH P-4"X 8" FOOTING; Z CQr� • All plumbing work shall be done by a duly licensed plumber and must conform and adhere ' Walls common to garage and house to have a layer of 8"fire rated gypsum board at PROV. 2-#4 REBAR IN FTG. �1 to all New York State building codes 8 saftey requirements. garage side with 5'-0"return on adjacent walls*ceiling. Provide 2 layers of g"fire rated O gypsum board on all engineered lumber as required by manufacturer specifications • If wall plates or foists are cut during the installation of plumbing fixtures or equipment w contractor must provide appropriate bracing to tie framing back together. • All bath kitchen area walls and ceilings adjacent to wet areas to have water resistant M drywall,and provide wonderboard for all areas set to recieve tile. 15'-8" r�-i • Baseboard heating is to be hot water and zoned. Plumbing contractor is to adequately size the system and place the baseboards in an unobstructive location in each roomPROVIDE NEW BILCO required to recieve heat. Minimum of one thermostat for each zone will be required. SECTION SIZE"C' DOOR A � W • Mechanical subcontractor is responsible for adhering to all applicable codes and 9 s saftely requirements. PROVIDE 51MP5ON PH D5 �.•"�°`t HOLDDOWN (TYP. 2) EXISTING CRAWL SPACE • HVAC subcontractor to fully coordinate system data 4 requirements with the ANCHORS AT ALL CORNERS : ; . . >:equipment supplier and to rovde finals stem layout drawing and submit it to general contractor, THROUGHOUT :,:: ... . owner and equipment supplier for final review t approval. o I U z e" DIAMETER ANCHOR BOLTS W/7" MIN. DEPTH @ 45" O.G. W/MIN. 3"X3"xR°WA HER @ PLATEZlc�30 INSULATION I I Z DAMP PROOF PERIMETER I I TYPICAL ALL AREAS. ( I J in 4 OF FOUNDATION WALL " P.G. SLAB IN NEW o o EXISTING DUTCH WALL TO REMAIN m O_ • BASEMENT (TYPICAL ALL AREAS) N O I I z NEW BASEMENT EXISTING BASMENT S.D. O •C.o.I I I _ w o I DOUBLE JOISTS UNDER L z � ALL PARTITIONS RUNNING MECHANICAL5 TO (n BE } NEW 4"PL1 PLYWOOD SUBFLO R (I PARALLEL(TYP. ALL AREAS) ( RE OCATED NTO 19 I W z OVER NEW J015T5. ALIG I : ` 1 BREAK TNRU FOUNDATION I D FLOOR HEIGHTS TNRU-OU I WALL FOR ACCESS BETWEE SISTER TO EXISTING FRAMING NEW AREA 75 AS NEEDED FOR NEW BATH P-1 I ENTIRE FIRST FLOOR AREA I AREASII— I BEING LOCATED ABOVEtu IQ o u) LJA� O EXISTING BLOCK CORNERS EXISTING BILCO ENTRANCE 0F NES U TO BE REMOVED TO BE REMOVED; BLOCK IN Q� NJAA. z i 5'-8" WALL OPENING SECTION A r_ tiT CL y`I a w NEW CONSTRUCTION _ o 08358a FOUNDATION PLAN FES %0 SCALE: 4' = 1'-O" UNAUTHOR/ZED ALTERAT/ON OR ADD/T/ON TO THIS DRAW/NG AND RELATED DOCUMENTS 15 A 1/I0LATION OF SEC. 7209 OF THE N.Y.S. EDUCAT/ON LAW 0 Q0 LU OLU F-- Z 0 N � ROOFri 4"o ROOF VENT cS� z C9 z LU U, < ATTIC � I KITCHEN - BATH I LAUNDRY- BATH 2 - i EXISTING R.K. 4-1 � M Existing Existing New 13.. 11/4 11/q 41112J1 11/4 F.A.I. I TO REMAIN 11/4 11/4 11/2 _ CQ SINK ° ° I ( `� ►� D.W. W W.M. I i 10 O z N 5HC WER I O F0 O FIRST qLOOK J d 33 1 1/4 2 1 1/4 3 C.0.1 q 42 — ! 4"C.I.HOUTO EXISTING TRAP I ' SANITARY SYSTEM. TRAP BASEMENT I Z SLOPE" 1/4" PER FOOT PITCH TO I I Q DRAIN I w to I PLUMBING K15EK DIAGRAM U-j I NO SCALE I ( I EXISTING SHEATHING 4 LU C� NEW FASCIA SOFFITS - ! ROOF MATERIAL TO REMAIN ( TOISREMA N U SECTION ADJUST OVERHANG SO A HEIGHTS TO ALIGN WITH I W a EXISTING REAR FASCIA UNE / looI Q o zz �o �m A � � I +Z li ii z � CO ROOF NOTE: 12 I O ' ' J L-----_— / GAF 30 year architectural asphalt p —�5 VERIFY MATCH I ---- Q roof shingle over new roof area; o � EXISTING I I I U match to existing color. xce 15# felt over g' CDX Plywood II sheathing with Ice t Weather Shield C/) at all perimeters and valleys. NEW 2x 10 RIDGE RUNOFF NOTE: I I \ 11YPI L ALL LAYO ERS - x w Gutters continuously around; OLT O RAFTERS W/8" Leader locations as per IG BOLT5 WASHERS \ * "` installer - all leaders drain to � v I G" 0 PVC pipe to new drywells. o o RUNOFF CALCULATIONS: 00 �D ( Z 40G x . I G7 x 7.5 = 508 gallons N I EXISTING R.R. Requires (2) 4'-0" x 3'-0" rings (or equal) I TO REMAIN EDGE OF EXISTING ROOF J OVERHANG TO REMAIN o ALIGN FASCIAS z � SECTION A O i U m z . CD Y `o NEW CONSTRUCTION W � z ROOF FRAME PLAN w SCALE: 4" = I'-O" 0 OF NEIN z NJA .p Q s z r �c I. w G ' C? T� 08358& L A9°FEsslaNP UNAUTHORIZED ALTER4 TION 09 ADDITION TO TH/S DRA WAA9 AND RELA TED DOCUMENTS 15 A V10L4 TION OF SEC 7209 OF THEN.Y.S. EDUCA T/ON LA W NAILING SCHEDULE I GEC HrG'-J 1's iii. E1 7,3t:1''fOC F'r,r.'E CCN GTR'ICTOr!r, n.n r.-' 2x 10 RIDGE; GAF 30 YEAR ARCH ITEGTURAL w a LU � JOINT DESCRIPTION NAIL QUALITY NAIL SPACING 51MP50N CSZO 0 ASPHALT ROOF SHINGLES W/ 15# cn O CONNECTOR(TYP. ALL) z z ROOF FRAMING FELT OVER ' CDX PLYWOOD WITH g N ICE * WEATHER SHIELD @ PERIMETER@ d z RAF17E2TO TOP PLATE TOE NAILEu e'-C"t':'aLL 3-ed - _ -. t VALLEY5; MATCH EXISTING C� j CE'U"G JO'S-T TO TOP PLATE TOE r:A LE^ e'-C"',:'aLL:3-Rd =E .JC' Z !G'-C"',,'ALL:4-6d 7--Jol_=: VERIFY MATCH 2-�' C.B.THRU � w CEILMG JO(5T TO PARALLEL RAFTER FACE NAILED 5-E T:,c_E 3.T E.ACH LA= EXISTING G.J. if R.R. (TYPICAL) _ ":G JC:ST LAPS-OVER PAKTIrtOrU FACE NAt'.E: --TA 'E 3.7 EACH La' COLLAR T,ETORAFTER FACENAILEC S--TA-.LE 3.4 FE;T1 _ 51MP50N H7 CONNECTOR ELC'CKI':G TO RAFTER TOE NMI= 2-ed ",: 2x8 G.J. @ I G" O.C. BOARD TO RAFTER E,:D r AL C c-!6d CH E': NEW FASCIA SOFFITS - C. INSULATION FASCIA; SOFFITS w/CONTINUOUS ADJUST OVERHANG SO GROOVE VENT BEADBOARD; WALL ATI.T ALIGN WITH EXISTING ETNG HEIGHTS TO ALIGN WITH o TOP P,AT-TO TCP PATE FACE NA(LE3 2-!Gd P-R FCCT _ EXISTING REAR FASCIA LINE 70F FLATE5 AT f1IT='2GECTI LE„ r� C 5 Cr 5 FACE r A' �-!Gd JOIN -E., -1 3- 2x8 HEADERS ABOVE NEW4-21 .� � � STUC TO 5TUD FACE NA!= 2-!Gd 24"0;C WINDOWS; C520 STRAPPING O o HE-DER TO HE-DER FACE NA'LED IGd I G"OIC ALCI:G EDGES �' GYPSUM BOARD MASTER BEDROOM N o °) °6 TOP CR L'CTTCM PLATE TO 5TUD E:'D NAF= 2-IGd ='.2X4 a-L'D - TYPICAL ALL AREAS m 2"X G" STUD FRAME @ I G"O.G. O 3-IGd �:2XG5-lJ� 2X 5TUD �4 8 [\ R-19 INSULATION, �" PLYWOOD m . z N SHEATHING ON EXTERIOR, HOUSE z C^.1 PATE TOFLOC:J015'. E�1CJc!5T,E:D JCI!=-,07'LCCKING FACE r:AIi= 2-IGd7R FOOT WRAP*SIDING A5 SELECTED N O O J O FLOOR FRAMING NEW 4" PLYWOOD SUBFLOOR 2"X G"ACID SILL PLATE JCIEFT0ELL,TO=P;A"CRGr';D ' TO'-NA.r= 4-ed ' J0 15, ALIGN WITH EXISTING OVER TERM ITE 5HIELD _:'7G":G TO JC 5T TOE NAIL E-� 2-Rd --.CH E^!D OVER SILL SEAL; 9� TJI 2 10 F.J. @ I G' O.G. ELCCKiNG TC JC,ST TOE r:.,L C 2-gid E ch E:G PROVIDE 51MP50N C520 !LOCKING TO S'LL CRTCP PLATE TOE r,atLED 3-1 Gd E-.CH BLOCK R-30 INSULATION W/ LPT4 CONNECTORS =GE25T'vP TO SEANI FACE HAN F7 3-IGd EACH JCtS-7 S-' ON L-AGE.'.T,.'cEAS" TE N,4 LE, 3-ed 7iOi�'- 5iu z D; SIGN LOAD CALCULATIONS e DIAMETER ANCHORBOLT5 O -.:CJc-,T TOJor�T s:G r;.I= 3-IGd -:JOIST W/ 7" MIN. DEPTH @ 45" O.G. JOIST TO 5'LL CR TC=''11TE TOE r;RdLE c-16d ER FOOT I- MiNIMiUM UNiFORMiL(DISTRIBUTED LIVE LOAD5(lbsf) BASEMENT W1 MIN. 3"XS-"x " WASHER @PLATE Q R17 JC SHEATHING EXTERIOR BC) BALCONIES 60 r NEW 8 CONCRETE BLOCK Q E;G-2Cr:E- I G"ac-G•AT P-NEL=GE5 DECKS 40 FOUNDATION WALL W/ ed w:C AT r. �:111-7c:T_IN,T-•- r:E_r.__D ATTICS WITHOUT STORAGE 30 P-4"X 8" d. FTG.; PROV. =;0?Z r:=_ I G°OIC-G"AT __ A"1G 12"t-7 ATTICS WITH 5TORAGE 40 2-#4 REBAR IN FOOTING ed 17Zer.IEDiaTE 5JP'OR75 r1 THE PANE FE_D ROOM5(OTHER THAN SLEEPING ROOM5) 40 (TYPICAL ALL AREAS) =CR RCCF 54EATH"IG WHIN 4'-O'OF THE PERr,1ETER EDGE OF THE ROOF,INCLUDING 4'-0'011 EACH C-DE OF THE ROOF PEAK,THE 4'-0'PER"':"-TER ATTACH-.'ENT REOUt 1En75 5HALL G'E U5=D. 5LEEPING ROOMS 30 4" POURED CONCRETE CEILING 5HEATHING CRITERIA FOR CALCULATION OF DEAD LOAD SLAB ON COMPACTED FILL "�P5'Jr.1v'.aLLeo.aRD 5d COOLERS TEDGEr IONFIELD AG UAL WEIGHT5 OF MATERIALS REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC STANDARDS WALL SHEATHING S-'RUCTURAL PAN J.S ed 4'EDGE ZCTlE- !G"C'C-G'AT PANEL EDGES AND 12'AT BUILDING SECTION "All AI I Z "tTERC-U ','EDIATE PPOKT5 III THE PANEL FIELD SNOW ed ':TER OR ZONE- I G"CIC-G"AT PANEL EDGES AriD 12"AT GROUND SNOW LOAD 45 Iba. W v :TER,'EGIATE 5UP1 CRT-5 rf THE PANTL FIELD SCALE: 4" " = 1'-0w a Gd 31 E--GE l G"FIELD 8d 3"EDGE/G°F:EL^ SEISMIC y I� Gl 5UN1 WALLBOARD 5d COOLER5 T EDGE/ I O"FIELD DESIGN CATEGORY ed 4'EDGE ZC'.E- I G"CIC-G'AT PANEL EDGE-5 AND 12-AT ! QF w!'3v Ac3 I=.TE 5'JP-OR7S r!TH-P.=.";EL FELD WIND [Q� 14JA Z h S ed ":T=a OR ZCr1G- I G"C'C-G'AT P.=":_^_EDGE`S a.r;D 12"AT WIND SPEED 1120 m h CO ITER":"=Or=TE 5JP'Cr)!ZT5 r:THE P,-."IE'-F(EL D EXPOSURE CATEGORY B < K FLOOR SHEATHING r- ^ Sf cc O D W STRUCTUR-_PAr:`_LS-- I°CR LE55 ed WEDGE/ 12"FIELD 1 CONSTRUCTION DETAILS k WIND LOAD PATH CONNECTION DETAILS 16 .,a„ra rea,iremerts are-Asea c• semi s e�: ;r�r31ed G it es C.C.at tre pa"el edge. r v.a;t s ea. Ira is ra led 3 ircl-es C.C.a=:-e F;;-Si ease�c'crraY W '� riorsr s"ea^ca�acibes,ra,lirg r--.:prfCr structure'mer bei=s a!I be dcuL-Ied,cr a"erste c �rwt�s,such as s"ea Plats,SI-0 be used tc ma'rta r t'-e p �8358A � :;ad pati. R°FESs'oNP U� ' lr•.'Yer e',a{I sea-"irg is ccr-iruc.s C.•er corrected memt,ers,=ue tat,ula-,=d rumL^er c rails sl-;ill-;illbe I%srmi-ed;c L-5 reduced to I-IGd KING STUDS rail per fact, eNf,,o Cc-res cr r sisEart I I Daae row;ra ra is and I G aaae stades are Vermis sd,check cC for add''.,^ [reau'rerrer•ts. ro WALL STUD NOTCHED RAFTER BOTTOM CRIPPLE STUD O RAFTER TOM PLAIE x W + RIDGESUB FLOOR d RIDGE HEADER DOUBLE JOIST `a � lNGea6 GENERAL WIND PROTECTION CONNECTION NOTES JACKSTUDS Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 10-99 and 2001 513C Hlgh Wind Edition Wood Frame Construction 114U Fasteners and Connectors for Wood Frame Construction DOIIRI EJ0ISTEOR NON-BEARINSaWALLS z TYPICAL RIDGE TOR AFTER STPAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL.HEADER CONNECTION I . A continuous load path between footings, foundations walls, floors, studs and (� roof framing shall be provided. TYPICAL HEADER Z OR AS PER PLANS 2. Approved connectors, anchors and other fastening devices not included In TABLE R30 I .G MT524C RAFTER TIE o the Standard Building Code, Table 2306. I shall be Installed 1n accordance with CHORD BYSIMPSON OR EO. M ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBEK5 RAFTER TYP.AT WIN. HDR. manufacturer's recommendations. BOLTS II li IIFr,! STRUCTURAL MEMBER ALLOWABLE DEFLECTION 6mmSENTSTEELPLATE R.R.AT 1 G"O.C.AS PER PLANS3. Metal plates, connectors, screws, bolts, and nails exposed directly to the Rafters hatnn s1 es rester L/I 8o RAFTER ONEORTWOSIDES4 ANCHOR BOLT DBL.TOP PLATE AT weather or subject to salt corrosion m costal areas, shall be stainless steel or than 3/1 2 with no finished ceilin TOP PLATESECOND FLOOR ORhot dipped galvanized. attached to rafters TOP —O .I I t AT SINGLE STORYInterior walls� artltlom H/I 80 WALL STUDI WALLTOFOUNDATION (^ TO- 4. .Where windows and doors interrupt wood structural panel sheathin and F L/3 e0 WALL II II Ih II I 1/4"x24"20 GAGE LLl p p g loans� lastered ceilir� s skim , framin anchors or connectors shall be provided at the to and bottom CORNER HOLD-DOWN DETAIL HEADER STRAPS TYP. z g 9 p p All other Structural memeber5 L/240 II IIS T. . III III II of cripple studs, header studs, and at least one stud at each side of opening. Exterior walk with la5ter or H/360 TYPICAL RAFTER TO WALL STUDCONNEC110N ALTERNATNERAFTT RTbwALLSTUDCONNECTION N. OWNAT 2ND FLK. EXT. 75WALo stucco finish II II II' II II 2 XG� cWALL FRAME C 10 O.C. L-J 5. Ridge straps shall be attached to each pair of opposing rafters except where Exterior walls-wind Ioadswlth L/240 I I collar ties of I xG or 2x4 lumber Is located In u third of attic PROVIDEII2"SPACING II II II— `=:�II IIS upper ics pace anbrittle flmshes I � ��• I 114"X24" 20 GAGE BETWEEN 111E END attach to each air of rafters. II II II II JACK STUD STRAPS TYP. p Exterior wall5-wind load5with L/I 20 AND THE 2OTHER STUDS I I I Al-2 SIDES OF OPENING G. Uplift connectors shall be- provided at each rafter bearing. flexible finishes 1ST.FLOOR WALL STUD FOR ALLOWING CONNECT CORNER STUD 4 HOLDDOWM INSTALLATION TO TRANSFER SHEAR 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' FASTENWITH(2)16d RIM JOIST Z of exterior corners. IST.FLOOR PLATE COMMON NAILS @ 6.O.C. _ Q CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBFLOOR SILL GASKET * 1 114"X24"20 GAGE z SAT �Z'^dG `' IE'Z RIM BOARD SIDEWALL NDWALL HEADER STRAPS TYP. 8. 5111 Plate to Foundation Anchors e: 5111 late shall be anchored to the -`, 1': _- 3_C., DBL.SILL PLATES ® TERMITE SHIELD AT EACH STUD g P =.Ro� _„_�.,. (TO OVERLAP JOINTS) foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x -_�; ; n1o�E,zAFE To 1-.;A1,N DOUBLE SILL PLATE I/8" washers. A minimum of one anchor bolt shall be provided within G to 1 2SHEAR WALL CORNER CONNECTION FOUNDATION WALL D_�AY SL.G".T TO N;ODE.Z.4.T E FOUNDATION WALL WALUHEADER Inches of each end of each plate. Anchor bolts shall have a minimum embedment :ViNTER DEQ GN TE.IQ. I I of 7 Inches In concrete/masonry foundations. Anchor bolts shall be located �-i= liff ^Pf AN'!,A._TU:�Z. NOT TO SCALE within 12 inches of corners and at spacing not exceeding 4 feet on center. _AY",^�'d- :u' ': 5 �Ci:=CA-:o fa I5-A`E CO.f �A SILL PLATES TO FOUNDATION ANCHORING 11T.FLOORTO=A=CONNECTIONS- UNAUTHORIZED AL TER4 TION OR ADD/T/ON TO TH15 DFA WING AND RELA TED DOCUMENTS 15 A VIOl4 TION OF.5FC. 7209 OF Tf1E N.Y.5.EDUCA TION LA W