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HomeMy WebLinkAbout41048-Z Town of Southold 9/14/2015 ® - P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39903 Date: 9/14/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1100 Marratooka Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-3-18.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/16/2016 pursuant to which Building Permit No. 41048 dated 9/30/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Staib,Jillian of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41048 07-10-2018 PLUMBERS CERTIFICATION DATED 06-15-2018 (-Joseph Twomey o ' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE of • Q� 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#: 41048 Date: 9/30/2016 Permission is hereby granted to: Staib, Jillian 1100 Marratooka Ln Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD and DEC & Trustee Non-Jurisdiction letters. At premises located at: 1100 Marratooka Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-3-18.5 Pursuant to application dated 9/16/2016 and approved by the Building Inspector. To expire on 4/1/2018. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $372.00 Total: $422.00 B "pector 7 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 Pla.^.ning 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. 1G , 20 p6 New Construction: Old or Pre-existing Building: �� (check one) Location of Property: H O O W A*-A-MK Ac 6,C) A-1— ITUC<­ House No. qq Street Hamlet Owner or Owners of Property: V L Lt., 6:1-7r L r---, Suffolk County Tax Map No 1000, Section l J� Blockl 3 Lot Subdivision r / Filed Map. Lot: Permit No. q 0`C Date of Permit. Applicant:_ CE-F�BEF-F- Health Dept.Approval: ✓ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 10 (check one) Fee Submitted: $ ( j O Olicant Signature �pF SO!/TyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q �► • �o roper.richert(a)-town.SoUthold.ny.us Southold,NY 11971-0959 OlyCpU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Jdlian Staub Address: 1100 Maratooka Ln City: Mattituck St New York zip. 11952 Budding Permit* 41048 Section- 115 Block: 3 Lot. 185 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA. Jim Sage Electric License No: 3635-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 40 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 20 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 41 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesM46 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect R200., Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment 2-combination smoke / co detectors, 2-bath fans, 1-paddle fan, 4-under cabinet lights, 1-range hood,6-ARC fault circuit breakers Notes Inspector Signature: Date: July 10 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT D TOWN OF SOUTHOLD JUN 2 2 2019 s TOW,av soumOLD CERTIIFICATION { i Date: W \ 5 1 1s Building Permit No. Owner: 1 o 1 V l }(Please print) .Plumber:��S�7 Irt7T—V,0 M 'W v, 33(.714 r�p� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% ! lead. ! (Plum ers Signature) - - 1 Sworn to before me this day of tc.v�4i , 20 j { Notary Public, _ _ County- Roselle GakWa Niotn Public,State of Now yolk ; No.01 GA4865531 Qualified in Suffolk County !� Commission Expires 07/21/20./& i 1 OE SOUly� �o holy UMr TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 - 1 NSPEC ICN [ ] FOUNDATION 1ST ROUGH PLBG. [ ],/FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: Vcu4. TIV41m, 1 � D VU6 .PM �iw6 L� k�ec ' AAA o v- v1 DATE �6 INSPECTOR � oV4 0 s OUl'yo N o �o�y�0UN1'I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ], UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL" (ROUGH) [ ELECTRICAL (FINAL) REMARKS: C �� ok nSsU 6cm) DATE 3I INSPECTOR SOUlyolo � 0', � • �o 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) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR l 30UlyO H O i o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ZOUNDATION 2ND [ ] INSULATION RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0MUov� C.• V art 5 DATE ANSPECTOR �o��oE soulyolo �'Y�OUM'l,Ncc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. L I FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ FFIIREERESISTANT L [ ] FIREPLACE & CHIMNEY [ SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: Vn S1�l bb✓ CJ� Ici (4w w4u) DATE INSPECTOR J qlo L6 pF SOOT N O i 0 MV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PL13G. [ ] FOUNDATION 2ND [ ] ANINISULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I - (n �G /lan• � r I�vK �i14✓�Ir a� �� - 3 c • r DATE6114'W2W INSPECTOR i OF SOUTyo! 0 TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 r � INSPECTION 1 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ' [ ] FRAMING /STRAPPING [ ] FINAL P� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY LNSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NAL) ( ] CODE VIOLATIO [ ] CAULKING REMARKS: / aca� -TL-r-EZT5 - ele�lll� V-Zill (Amlp nje -- DATE ? �� INSPECTOR Z S-�C„ AL THE EVOLUTION OF INSULATION MSULATION CERTIFOCATE D DD This form must be filled out and posted to comply with building code requirements. JUN 2 2 2018 Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 BUMDING DEFT. 2012 IRC-N1 1013,N1101.7,N1 101.12 TOWN, OV StOTYMOLD The following spray polyurethane foam product(s)has/have been installed. ❑ LD-C-50 ' ❑LD-R-50 ❑MD-C-200 ❑MD-R-200 ❑MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- at inches Sloped Ceilings R- at inches Walls(location): _ R- a ) at inches Walls(location): R- at inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): 1 ('—), t� ;�,,S o R- 3 at �� inches 'Nominal thicknesses are representative of field,spray-applied foam material. lobsite Address I l I D D ;' u r a a 41, Date of Insulation Installation Building Contractor ° Insulation Contractor Insulation Contractor Phone Installed By I WTV Ed, 1 ,2- ONSULATOON tWrmun o ©© NOT REMOVE Please post near electrical panel. a. -ti. t.� :+x >y,; ,,.��,c,-,<�,;.-- x•--:s:n.�. a;�`�S,,,T.- ".�;""-'f".. -tt�7�'r.`='4"" "`.�"r.7.;="r�;:flT'> �•->..,rx�.r� ,.,.?� `a:=:-+•i �:•, � � __. - }.,;,5;�;�,�+ ;.i =Y 5..3'7+:_ r='� F k�ac. "�''ri *.. �r ?7 .Y ,'nsi_ ��.z '+ ,�y,.x. 'E'.." S' e �� `�•�.Z<'�}r1;•,*;; ii�,r � �,,�c,``, , �;..y��5a=�,�.�r cfiu�t".'" '•��Pa: J`• '�(��'�'t`+-�,+-» .�� ��,.r:.�;,����'" �s��j' ,,f ,'sem•;_ �a °fat � s;,.Z n9 .. -j��������• 'txw,gc� o o- o °;;Vo oj:r,�����`� 7i ��,�� .•- �a"+'��'Y � '��.�'��'?�y� ''O r��'� ,�.s •�van�?��2��T�'�'.�F ."x�..4H. 'Cf�trLl+rv..n.tK, ��'t ..�i�`Cr=w,-.f�••S—__ yam; Jv✓ .As Aff�-.�yJm+4 •F3SFr� sv � ... .-�_s�jn� "^`CC.ii1:Y..' .�aw-•'d,rv_ — _. __ — �_� _,_ _ �G•A.',v:4.3.'`.s„vY;=�s+.iW^Fc�.r�'_i ���Y's•,•'�m__�1'�,��+�- ._ �$�,f'b^�+3...`^'�.:55'Y+���Xien�A'�°Sn"i'__ / 1 • • • COMMENTS FOUNDATION FOUNDATION (2ND) i ROUGHLill iii-20W.,�� i PLUMBING FAId M T131. INSULATION PER N.Y. STATE ENERGY CODE AW I i ,��1�:;�ire.. T WA�► _ l N A I m, ADDITIONAL COMMENTS G„ V � f 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, s 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)1.765-9502 '. Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. - .Trustees C.O.Application Flood Permit Examined ,20� Single&Separate Stonn-Water Assessment Form Confact: Approved ,2& Mail to: Joh CthtK1� Disapproved a/c . Phone: Expiration ,20 -- ® ��,, V t5 B ' di spector, SEP 1 6 2016 APPY,L ATION FOR BUILDING PERMIT 16UII.I�INO DLPT. Date 20 TOWN OF SOUTHOLD 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 commencedwithin 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 laves, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign r of applicant or name, if a corporation) FD &IK - q EO U7+bLJ9 M 107/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises J l Lu SA- -5 (As on the tax roll or latest-deed) If applicant is.a corporation,'signature of duly authorized officer (Name and title;of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street i Hamlet County Tax Map No. 1060 Section Block 3 Lot 1 3 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 Sl NG-te Fit (ZE Tsi.(�'1X1<:�I--, b. Intended use and occupancy SY"I"lu — WE-M /N1Ef-to R 13400 ADD( 70J 3. Nature of work (check which applicable): New Building Addition ✓ Alteration 1/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee X15, (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor N A If garage, number of cars 1JclST. 2C`AxR, C-AR AC E —IP gZE5mAcn1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N-A If I, d 221-0" 7. Dimensions'of e xistl structures, if any: Front Rear '� 12 Depth A,�-1°r Height l -6 Number of Stories ( 2 Dimensions of same structure with alterations or additions: Front Stt �z � i;Re'ar� i Depth 22 TD 4 3-,1tHeight l`7-(o/Z Number of t r s l yt s Noce 8. Dimensions of entire new construction: Front Rear Conry Depth;' 040; Height "b�I�CD F100F RE3Q#Ilumber of Stories 4 Z T(Z��W Ctt1P FOOF-ca GA-6t.EQmF) 9. Size of lot: Front 2!:1I ,3_Rear I(Oq@81 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P, —,•-c> 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 Su., STAlS IloO MAMA--mor-A 14. Names of Owner of premises Address Me- MATrff lcf- Phone No. 6 31--553-757✓ Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical 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 OAF-- cS'U Elm V6� ?iN Ctlk- M6 —s being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is theme Notary Public,State of New York 01BU6185050 (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk county Commission Expires April 14,2 C) 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 ,�_^ no A, day o � v`but 20_L� Notary Public Signature of Applicant NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)444-0360 www.dec.ny.gov FRESHWATER WETLAND LETTER OF NO JURISDICTION June 29,2016 Ms.Jillian Staib 1100 Marratooka Lane Mattituck,NY 10952 Re: UPA#1-4738-04466/00001 Owner—Jillian Staib Facility-1 100 Marratooka Lane SCTM#1000-115-3-18.1 & 18.3 Mattituck(Marratooka Lake/FWW#MT-5) Dear Ms. Staib: The Department of Environmental Conservation(DEC) freshwater wetland technical staff inspected the referenced project site in response to your jurisdictional inquiry regarding the above property and made the following determinations. The proposed renovations and additions shown on the submitted survey prepared by Nathan Taft Corwin III last revised 6/23/16 are greater than 100 feet from state regulated freshwater wetlands and beyond Article 24 (Freshwater Wetlands Act)jurisdiction. Therefore, in accordance with the current Freshwater Wetlands Regulations(6NYCRR Part 663),no permit is required.Please be advised,however,that no construction,sedimentation,or disturbance of any kind may take place seaward of the freshwater wetland boundary,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance to the ground surface or vegetation within wetland jurisdictions which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e.a 15' wide construction area) or erecting a temporary fence,barrier,or hale bay berm. Please be further advised that this letter-does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, /Laura Scovazzoeputy Permit Administrator cc:J.Reutter Assocs. BOH File • NEtlNYORK Department of STATL O► ovooHM,Tr Environmental Conservation �tf SOFT John M.Bredemeyer III, Presidentd ', Town Hall Annex 54375 Route 25 Mihael J.Domino,Vice-President P.O.Box 1179 Glenn Goldsmith x M . Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Charles J. Sanders �1/1 Coy Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 2, 2016 J. Reutter Associates L.L.C. 15 Redfield Lane Westhampton Beach, NY 11978 RE: JILLIAN STAIR 1100 MARRATOOKA AVENUE, MATTITUCK SCTM#: 1000-115-3-18.1&18.3 Dear Mr. Reutter: The Southold Town Board of Trustees reviewed the survey/site plan prepared by Nathan Taft Corwin III, Land Surveyor, dated February 25, 2016, and determined that the proposed first floor Inter. renovation with 304 s.f. front cover porch (landward), proposed 581 s.f. second story addition with 88 s.f. 2nd floor rear deck over existing rear patio, refurbish existing rear brick patio as required with new plantings is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275)and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. Z This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, P— QV-% 611k�-M John M. Bredemeyer, III, President Board of Trustees JMB:dd Scott A Russella�%���`G ( tet J _ SUPERVISOR R 1WA NA\(Gf)EIMI IENT � �, ,� 1 T SOUTHOLD TOWN HALL-P_0-BOX1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 CO:s�F �s Town of Southold 1 7011 fro CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) AUG 0 2 .2016 IJ® THIS IIS PROJECT INVOLVE ANY OFT 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 ® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. r ❑❑ E. Site preparation within the one-hundred-year floodplain as depicted M=Map­ef-any-w-at-erc- ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces_ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with pour Building Permit Application. S.C.T.M. ": 1000 JE- i E 1i;3 Date APPLICANT- (Property Owner,Design rofessional-A���t,Contractor,Other) District 115 3 f?.5 NAME 'q Section Block Lot ''^4 BUILDING D LP RTMi-NT USE U\L�' FOR j� �� Contac ormanore (.G� L-3 :TaM"�•�nncr Reviewed Br- - — — — — — — — — — — — — — — — — — y_- - - - - - - - - - - - - - - - - — Date: - Property Address / Location of Construction WOEk: — — — — — — — — — — — — — — — — — I v� ❑ 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 APPLICANT: S.C,T,M, *: 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —��— Q �� L/S a Stormwater Management Control Plan CHECK LIST NAME: Section Block Lot 1 18 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application 63t �7a Date: 45 * The applicant must provide a Complete Explanation and/or Reason for not providing nl ft- �r y 44 1 A all Information that has been Required by the following Checklistl I. A Site Plan drawn to Scale Not Less that 60' to the inch MUST YES111 N0 If You answered No-or NA to any Item, Please Provide Justification Herel show all of the following items: NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-1702). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. APP TIER MANAGEMEUT e. Limits of Clearing & Area of Proposed Land Disturbance. CONTROL f, Existing & Proposed Contours of the Site (Minimum z intervals) Date: g. Location of all existing & proposed structures, roads, Approved _ driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, DRAINAGE INSPECTIONS ARE REQUIRED I. Location of proposed Swimming Pool and discharge ring. ! Contact TOS 6gineerin at 765-1560 before j. Location of proposed Soil Stockpile Areas), .I Backfill, OR Provide Engineer's Clar k. Location of proposed Construction Entrance/Staging Area(s). I! that the drainagg has been Installcad to Code I. Location of proposed concrete washout area(s), m. Location of all proposed erosion&sediment control measures. 1 2. Stormwater Management Control Plan must include Calculations showing ! that the Stormwater Improvements are sized to capture,store,and Infiltrate l ONShall TROLS on-site the run-off from all Impervious surfaces generated by a two(2')Inch no a invited to: rainfall/storm event. A we!!1111dillitalined nstruction Wire Backed 3. Details 8 Sectional Drawings for Stormwater practices are required for approval. f ening, stabil' zation Items requiring details shall include but not be limited to: ' exposed and/or Inactive a. Erosion & Sediment Controls, b, Construction Entrance & Site Access. IF nr= c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales etc.) Lj •'.. I��)li INC;II`l::l�l`;.It (:, )f.:l'A[•i 1£' "1' SE ONLY 1 ... . ----.... __.._. . Additional Infor t n i$� gt[i�ecfl1� Reviewed & Stormwater Management Control Plan is Not Complete 79ppi'ovedBy: — — — — — — — — — — — — — — — — — — — - Stormwater Manageme 4el§ mplete• 1 SMCP has been a rot ynaineerin De artment Date: pp yg p � I t FORM " SWCP C• eck List -TOS MAY 2014 Town hall Annex l ( J [ Telephone(631)765-1802 54375 Main Road N ,ax(6 31)765- P.O.Box 1179 Q r er.richert IOWn.Soil Us Southold,MC 11971-0959 BUIMING DEPARTMENT TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INS ECTI i REQUESTED BY- Date: Company Name: Jfi .st Name: !n1 License No.: Address: Phone No.: . _//YS7 JOBSITE INFORMATION: (*Indicates required information) *Name: �� f *Address: 70 'Z/::� *Cross Street: n �� *Phone No.: Permit No.: T Tax-Map District: 1000 Section: =- Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Z5720I (Please Circle All That Apply) Is job ready for inspection: erE�Y NOough !n Final *Do you nee a Temp rtificate: ©/ NO i I Temp Information(If needed) *Service Size: 1 Ph a Whase 100 15 200- 300 350 . 400 Other I . *New Service: Re-conne er rou Numaof Meter Chan e o • g fService Overhead Additionai Information: PAYMENT DUE WITH APPLICATION aa, 82-Request for Inspection Form DIN B'U�IL ,Ca„'DEPA'RTMIE;N f TOYV:N O:F"SOUTHF,O.LD':~` = ^ Q Towri.Wal6Annex, 5.437.5 Maiii'Road -PO:Box'1179%'Souttiold,„,NY 11971-0959= _ Telephoner{631).Z65=1802'�'F1. (63-1)-765-c f c7UR11,: r. • , , 502'` -,ly..:`•�:r-'- 'w`„<t - _ ,t S«. t, '` r A. F _ `' . Dater- to A: ,20ti' Number.,of Meters '``.' :Tem 'Certificate i ?•: A=aon' 'Size' Phaser��"`�-� 'O erFiea Un er•round' - N �.�( ew="Servi' ce;ry<7f x Chan a of Service r R'ecornect Ezisti'n Service'.O',' +t �f t] }c , Ins tilled' C,� _ ,t -TY,: r� - 'Lic #`'t��J> ,�-"''�',•� `r LT W �'�'. Application¢for eiddtrical sere ce'e ui'mentis--.on`file witti'tfie.,own'.of Southold:Orn a licant's-notif'icatibb 4 P , ,., ,,,.•.J ,..PP..-.., {'ahat'-this,install'ation'is;complete;:;the=fown'.witl=conduct::a premises inspection of tt a service:equipment:' is ``, 4 `. :,: This:ver icr` n°isvaiidf >. 9 om;t e. ve date. = - - - - .. �aSUFF�tK � Town Hall Annex r��� y Telephone(631-1802 54375 Main Road Fax(631)734-9502 P. O. Box 1179 � x Southold, NY 11971-0959 oo { o t BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: SEI , l (0 20 I-6 Owner. V C( U Location of Property: U00 MA- -R-ruCK Please take notice that the (check applicable line): New residential structure Addition to existing residential structure . 4 ✓ Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will Olize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW)' Timber construction (TC). in the following locations) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting th )form): ' _ S D t -PJ C+E-Am g O, Capacity(check applicable line): Owner 10 Owner'representative TrussResReg15.docx Effective 1!12015 press ST9� JOAN CHAMBERS PO BOX 49 SOUTHOLO NY 11.971 joanchambersl0@gmail.com 631-294-4241 Staib Residence 1100 Maratooka Lane Mattituck 1000-115-03-18.5 May 18th 2017 Please accept these revised plans for the Staib Residence. The contractor plans to finish the existing garage as recreation space. Thank-you, Joan Chambers I I i I I SO!/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �y'rOUNT`1,� BUILDING DEPARTMENT July 3, 2018 TOWN OF SOUTHOLD Jillian Staib 1100 Marratooka Lane Mattituck NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41048 —Add/Alt OF SOUTH®! Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q a BUILDING DEPARTMENT TOWN OF SOUTHOLD August 28, 2018 Jillian Staib 1100 Marratooka Lane Mattituck NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health DeP a e P roval. ZVK-'L� Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 4104E —Add/Alt MIAR 1 7 2017 BUILDING DEPT. TONVN OF SOUTHOLD t i � I i o �C�D�OVI� DD M A i 1 1 7 L; 7 6 -; BUILDING DEPT. TOWN OF SOUTHOLD i r I r 13CE !'lJI1 \V// D 1 7 2017 BL7,LDING DEPT. • ` Tr}�� y OF SOUTHOLD �j �I101-1 W MAR EUILLDViG DEPT. TONT IN OF SOUTHOLD G r i C ..Mra MAR i 7 2L"1 11 BUILDING DEPT. TOWN OF SO THOLD u MAR s 7 201,17 EUILDING DEFT. TOWN OF SOUTHOLD s i i E i x . lA r a _r v 7> •y i¢ S;W f w y • +�, ISMi ~ 1 .w. , y Y Az ti a r 3 C k � f 0 R 6 - _ mmW ._. �` r , Nse�'\.,� -' .d ��.*"';sem �4�'�,.y(.� ,, _. ;'. .�, '- • ,r 41 4 14 AK JPF -�`'�''' �.t� �.--. '����t �• .p ,gyp '"�"` ('�"• rr .� • �t • � � '' .4 .-K i,y1�',,''' Awa Ory "y ry! T� r i '�. �.•- �- � 7 ',� t I'' o- :is • 4.: r "r M �,.Y .-ww�,.- �, a � y - .+y.- ,,� � ,.• � � fit• r • YR a � " t , t C • ear.... '",, •. 1. � �" } •�, .� �. •y �t' i `tel �,'4,: tia - � q �h r ` * .q ►, : AND INKIND, ALL WORK FOR PATIO REPAIR 0-n 1 d " fit / ��I TO BE BEYOND THE N.Y D-E.C- 100' tNGl�pU v Dv p v o•. < . °. F- w 5-0 WETLAND JURISDICTION 18 5 / aN x— x 20 7 POOL ND 29 0 u m m i,+ z•cZi • - X X I < r7 d, 15-6 ��J --------- --- - - - -- 22_-3' — _ • �d ^ c- -241, U_ I a • - F —_- 1538' _jp 95 - ¢�w x ,14.5 28.9 CHAIN UNK FENCE 2B-7 7 — -- -- -- —— —— —— —m-a 1re2 e 0•dAo �<�2-8-5 27.9 14-6 NX �IEST HOLE ° xrn S,11.5 / 2 ad1. O� 24.3 OVERHEAD WIRES—� — — — . �`OVERHENx r4 ,2Z2 778 o• -x 28.3 Z28 4x� / I� Ido / I ! _j 16.9 w w 80.7' ,24.B X I OEn x22,2ryt�2 — —- --/ ,27.7 I I o. - -- -- - -- I I 28 3 Sh ,e 01 *56'50" W I 1x28 6 a NUt"'Ao NSPECTIONSAREREQUIRED I ,28.4 27.s SyFo'�F NI ^ a •< Contact TOS Engineering at 765-1560 before SP N �— Backfill, OR Provide Engineer's Certification ur�„L SCE I01 of a that the drainage has been Installed to Cade. X27—iDWE (USESWELL) X25_91 EROSION&SEDIMENT CONTR©4 R,LAl1►rE'O IP o.4 N.L1FENCE.S ; Shah include but not be limited t3: 1441 • DY CONC,FpUNO A well maintained�,gRp {�Ction CUD3 stablilzatior�{ MON. 10 371.8$' 95 e*osed and/or inactive 59jb. V J J . J •d Q � CESSPOOL • - d ' PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 't BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW S `I�p(JD R M W AT E R UNIT TITLE ASSOCIATION. TRAFFIC BEARING) WELL �,�PZE Shia SCALE) — , CAST IRON INLET FRAME & COVER (FLOCKHART X63518 TYPE 6840) OR 6'THICK REINFORCED CONC COVER V-0" (max.) 7- W-0. FROM ROOF GUTTERS NEW �� - ING TEST HOLE DATA F O LK T CRUSHED 3/4' - 1-1/2-STONE (TEST HOLE DUG BE NATHAN CORWIN L.S. ON FEBRUARY 29, 2016) !/ ENT TE Li c. AROUND EL ze-s' D' �J Llc. No. 50467 DARK BROWN LOAM OL 05' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF - BROWN sIL7Y sAND SM SECTION 7209 OF THE NEW YORK STATE t 5' EDUCATION LAW Nathan Taft Corwin III BROWN FINE TO MEDIUM SAND SP COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 6' EMBOSSED SEAL SHALL NOT BE CONSIDERED E I TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN cRouNo WATER BROWN FINE TO COARSE SAND SP ONLY TO THE PERSON FOR WHOM THE SURVEY LCULATIONS: IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND APPROVAL OF ST®RMW�tTEIR NIANIT1EIw4ENi Successor To: Stanley J. Isgkgen, Jr. L.S LENDING INSTITUTION LISTED HEREON, AND Joseph A. In a no L.S. TO THE ASSIGNEES OF THE LENDING INSTI- EL 393 cu. ft. tt-5' t7' CONTROL PLAN - n Cod C t r 6 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout 1� 9.3 vertical ft. of 8' dia. leaching pool required �< Date.-117^ PHONE (631)727-2090 Fox (631)727-1727 I. X 4' high STORM DRAIN POOLS EL 4-7 I I 238, App"mul by: THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: TEST WELL NEC EHIGHEST DGGROU WATER AND1 01 539269.1 ANY, NOT OR EASEMENTS WNTAREFNRECORD, IFTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 36-024 REScheck Software Version 4.6.4 Compliance Certificate Project Staib Residence [RQE0%q[2 OD Energy Code: 2015 IECC MAY � 4 2017 Location: Southold, New York Construction Type: Single-family Project Type: Alteration BUMDING DEPT. Climate Zone: 4 (5572 HDD) TOWN OFSOUTHOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1100 Maratooka Lane Joan Chambers Mattituck, NY 11952 Press Start Permits PO Box 49 Southold, NY 11971 (631)294-4241 joanchamberslo@gmail.com Gom0l,iance: Passes using prescriptive require nents for alteration:projects Envelope Assemblies Gross Area Cavity Cont. Perime ter Ceiling 1: Flat Ceiling or Scissor Truss 528 30.0 11.0 0.025 13 Wall 1: Wood Frame, 16" o.c. 736 19.0 0.0 0.060 35 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 SHGC: 0.29 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 27 0.270 7 SHGC: 0.27 Window 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 27 0.270 7 SHGC: 0.27 Window 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.290 5 SHGC: 0.29 Window 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.29 Window 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.29 Window 7:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.290 3 SHGC: 0.29 Window 8:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.290 3 SHGC: 0.29 Window 9:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.290 1 SHGC: 0.28 Window 10:Vinyl/Fiberglass Frame:Double Pane with Low-E 3 0.270 1 SHGC: 0.32 Window 11:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.290 3 SHGC: 0.29 Project Title: Staib Residence Report date: 05/22/17 Data filename: C:\Users\QDust\OneDrive\Documents\StaibResCheck.rck Page 1 of 2 Gross Area Cavity Cont. Perimeter Window 12: Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.290 3 SHGC: 0.29 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 528 21.0 0.0 0.044 23 Compliance Statement: The proposed building design describe is consistent with the building plans,specifications, and other calculations submitted with the permit application.The propose uil has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require ents ' ted in the REScheck Inspection Checklist. -Z2- 1- Name-Title Signature Date Project Notes: Conversion of existing 2 car garage. OF NEW y0 �PDEE/; uJ r3 OAROFE SS\o' Project Title: Staib Residence Report date: 05/22/17 Data filename: C:\Users\QDust\OneDrive\Documents\StaibResCheck.rck Page 2 of 2 SURVEY OF PROPERTY �� a SITUATE . TVIA T T�T U C K � EXISTING WELL TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK n �° �� �4, 5[ 8 .. • '°."e• .. . . '. •• .• 3JL•� • NCE � p S.C. TAX No. 1000- 1 15-03- 18.5 ° F NH /WOODHULL • •. ° ASPHALT DRNEW;Y.' 0.1 •N. 0.1 W. 16. A .•'� SCALE 1 "=30' CLA UDE , . . .; .. ' GANG• DWELLING F MON. p 3'W (USES WELL) •.. •. i FEBRUARY 259 2016 ,yO -- - CONCIMON• M I MAY 12, 2016 REVISE m HK ` JUNE 23, 2016 REVISE PER N.Y.S.D.E.C. NOTICE 06/17/2016 JULY 6, 2016 REVISE STORM DRAINSi x26.8 W N o '.•• ' JULY 19, 2016 SHOW PARCEL AS 1 TAX LOT m » E WARE FENCE eeQ / I� ° e 20 30 28.6 J •; e x28.8 Q W TOTAL AREA = 77,298 sq. ft. N 82 (TO TIE LINE) .775 f]C. I 2011 PRII 4,1 FUTURE aoi,�J/ 50% E9 POAS1 ON POOL x27.9 \ zi °, •. FENCE x"5 EXISTING CESSPOOL TO BE ABANDONED I �� yl09�t1/ f J (PUMPED CLEAN AND EITHER REMOVED \ J OR FILLED WITH CLEAN SAND) tri Q�AZ`'QOO� \ �a G �o x 27.4 \ NOTES: Z I 140' 11 x �t�1� \ 152 •'° .. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I x23.6 PROP SED 1 500 GALLON � 2 2� x�1 \ •e EXISTING ELEVATIONS ARE SHOWN THUS: 25.0 SEPTIC NK WItH SLPB TOO? a, EXISTING o \ O I gl x 11.0 x 17.4 1 E�' Mft GOND/ •° G.FL. - GARAGELOOR F FLOOR IV W �y I I UNff 28.3 x26.0 tie► l+ya �)�/I SE I i� \ i ���•.. w 1` cN0 crt 4 o I -� wv M,v Of 40 f � �0 a mit;3 i a . a4 o I �- 28.3 43.5' CJ #r m TOTAL LOT COVERAGE DATA N I I x 14.2 0 27.5 N O WA?RO�f ,� f�l °cF:` c tj! \ ' z W DESCRIPTION AREA % LOT COVERAGE I o x L" 1, ROOF OVER W w• > I W vi 28.3 14.6' ITI 3>- 'IT � r 2. SLA�S700P -� Lj HOUSE W/ ROOF OVER I 726_0'_ _- -- -- SLATE , F, \ x24.0 11 • '..'` -1 0� SLATE STOOP 1.707 sq. ft. 2.2% I x --- x 14.3 2X.5 STEPS O=O 0 2.1 X27.4 2�4 w x21.0 PLASTIC •* y '� i w D 15.3, ., I` A ;n;n (A < F I W GARAGE 542 sq. ft. 0.7% LLJiI 100 z 71a Ri ^' o PROPOSED WELL .I: ROOF OVER BRICK 61 sq. ft. 0.1% m > Ln'" o00 I 50' MIN. x 18.8 ° . DO„ N o z F 2U 21.2 AY • 15.4 I i • �' (2) SHEDS 173 sq. ft. 0.2% N z ' 4 - _ t2' v 28.4 25.1 • SPNALT DRIVEN• •°. .• �1 v v `D 2-Z 29.1' -.- _ - -171.2' A °• 18.2 I GAZEBO 82 sq. ft. 0.1% CI CO oN I v RAM .x.2.7 13_.4' 241 x ? 77- GAZEBO °. . •. - - - - - - - - - �p" . O e� � v=iGA2fB0 `iIINDOW 21.4 PLASTIC INGROUND POOL 396 sq. ft. 0.5% i w I FOUND PLACE_ 22'3 •c. ' " 25.1 FENCE I e. .• o o s CONIC N. EXISTING PATIO TO BE REPAIRED IN r MO GO"rL a . BRICK PATIO 1,669 sq. ft. 2.2% l� Q' o AND 70 BE, ALL WORK FOR PATIO REPAIR D N a o0. "111, ° x1$ / I Ld ` �I Z 2m t°/�� ?0 BE BEYONDWETLAND JURISDICTION 1NT'OOLNO 29.0 -.0. �m u Z� N •• 15.6 Q• ' `�I I w W 5.0 x BRICK WALK 242 sq. ft. 0.3% Wz '3�/�� x 20.7 a• •.•4 •• I a ° CONC. APRON 73 sq. ft. 0.1% 3 /��2 22.3' _• �' - -- 2-4-1 X 153-81-- -- -- -- -- -- - 2/2ci x2.5 x 14.5 I 28.9 CHAIN LINK FENCE- 28. •' o� / � 2g.3. "e . � � I o�a ASPHALT DRIVEWAY 3,722 sq. ft. 4.8% I ooLj 1a.s ° c o 2B.5 a. X N TOTAL 8,667 S ft. 11.2% �" / TEST HOLE AHI q. N o4 2 x / ' ' z Da' a' UTILITY 24.3 OVERHEAD WIRES - ° �\• �Q/ I y ° POLE OVERHEAD WIRES 4D tri /3� x / �.... ' . . S 27.2 x o.... ;a x 2L8x2$.3 28.4 I N ° 77 / lCZ W � 24 8 x 16.9 � 3 `W x I o It FENCE ' 80.T - 3.3O.L. FOL'NL' o " STEEL OR WOOD / MON. G.4SS x22.9 / x27.7 I I 28.3 Fp EXTRA STRENGTH FILTER FABRIC POST (TYP.) / p / I Ilb" Sh"fpMf 04 I REO'D. WITHOUT WIRE MESH SUPPORT / 8Q°56" „ I 28.6 !'•, S Q 1�i I I x- � x2B.4 27.9 S'ya'�F c�l I 10' MAX. O.C. SPACING / �Y i e w RE W/6'I MAX.SUPPORT O C. SPACING SPLIT RAILFENCE W/O WIRE SUPPORT FENCE x27.3 O1 : °• ,��_�_.':•' OWE G L� /13tC'1 Line(,,,,) II�dE.►ST fie !n (USES x2 4 !� S The 0.4' FENCE 1 Dept. Suffolk ��.... ...� fa ENC 1 0111 COE.'iI()/ O`��.�'!t. �° �� /O " w. W i ea ti ..=0'!'V;t.w. ELAINN /F 14.4I� ,•ATTACH FILTER FABRIC SECURELY CCe�E 852-5700, $ HOUrs 1 �t`:� f L' E. CURE SU1=FOLK COUNTY DEPARTMS-NT Or HEALTH SERVICE& CONC.FMDN, TO UPSTREAM SIDE OF POST 7^o SchedLrle r ' Eta/"=;.<m .t„�� Y I� 371 .88' / /\/\% P flOn( )• PEi1lT FOR APrFi'JVA>r 0. CONSTRUCTION FOtz A /\\/I\\/�\\/�\\/ SILT FENCE DETAILS �y to ° ;�'CLE FA"91LY FiC6{L^LNCE Gid LY a NOT TO SCALE al r� 8p NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TOL L e ' Uj J MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER - �oIU • J EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED Ab'�n�011 w G`'TC E1 Rrl CSC• ;� •° o ment or -- ._ - L�1 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW C011f0 eAi5tln6 Sctnj APPROVED �rJY�� r OFF-SITE TRANSPORT. CESSPOOL nlanCe With to y • .S ' Con) 17 ,cIp'•1-,Lment 1 ,.rejr Hp�lt1St be in FOR �,g�,Xli.", � r. � ° PREPARED IN ACCORDANCE WITH THE MINIMUM feel �fv�1��L_ eQui£elnOrlt 5'D�l E3�D :O0`l4 j STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ® PTED as roof Z2rt EXPIRES T!"11RE. IEARJ FRIO'� DATE OF Ar PROVAL � FOR BY TSUCH USE BYNTHE PNEW VYORK ED NSTATE OLAND M TITLE ASSOCIATION- STEEL36" HIGH POLE (MAX.) TYPICAL STORMWATER UNIT , STEEL OR WOOD POST •+(E Q� FLOW (TOPS TO BE TRAFFIC BEARING) WELL �- (NOT TO SCALE) ArC CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) J \ FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER ,y 8'TRAFFIC BEARING SLAB--,, \\y\\y\ T�/T 'j" -�- \\/�\ .. +"'•;�\�// PIPE FROM ROOF GUTTERS v V SUFFOLK U �i i /\/// :' .•.�//�\i 6'-0" TEST HOLE DATA �` F O LK /\\ y\�\ (TEST HOLE DUG BY NATHAN CORWIN L.S. ON FEBRUARY 29, 2016) A ° ILJ�T ��1� u `�`'1� a �\ \\ 4" X 6" TRENCH ALL AROUND - 1-1/2' STONE 28.5' O• LI N.Y.S. Lic. No. 50467 //\\ w/ COMPACTED DARK BROWN LOAM OL BACKFILL :• � LEACHING RINGS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF REINFORCED PRECAST CONC. BROWN SILTY SAND SM 4000 PSI 0 28 DAYS TRENCH DETAIL 3'-0" EDUCATION LAW. SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin (min.) 4• (min.) 1.5' (NOT TO SCALE) BROWN FINE TO MEDIUM SAND SP COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 6, EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. o E E CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY GROUND WATER BROWN FlNE TO COARSE SAND SP IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. DRAINAGE SYSTEM CALCULATIONS: TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction Layout ROOF AREA: 2,310 sq. ft. EL 11.5 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y 2,310 sq. ft. X 0.17 = 393 cu. ft. 17 PHONE (631)727-2090 Fax (631)727-1727 393 cu. ft. / 42.2 = 9.3 vertical ft. of 8' dia. leaching pool required ,' ,� THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS PROVIDE (3) 8' dia. X 4' high STORM DRAIN POOLS _ , EL. 4.7 I I 23.8 i ,• EXPECTED GROUND WATER AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 PROPOSED 8 DIA. X 4 HIGHEST EXPEm DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: TEST WELL PE OUN 407 1 01 S 392691 ANY, NOT SHOWN ARE NOT GUARANTEED. Jannesport, New York 11947 Jaesport, New York 11947 36-024 STA113 RESIDENCE 1100 MARATOOKA LANE MATTITUCK N .Y. ------ ........ ....... EXISTING GARAGE FOUNDATION & SLAB TO REMAIN VERIFY ALL DIMENSIONS ON SITE C\J ------ ------- ......... ------- --- ------ ... .. ...... - - ----- - ------ ...... - ----- ------ --------- _2-2X12 ACO GIRDER PIERS TO 16" CONC. FTGS 3 ANCHORED TO 8" DIA. CONC LU TYP.4 o NEW FRONT PORCH L) Z0 6 NEW 2X12 ACO LEDGER BOLTED TO HOUSE FRAMING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GENERAL NOTES ADD NEW SECTION OF ...... ...... 1. All work shall conform to the requirements of the Residental Code of New York FOUNDATION & FTG. 7 10 State, County and Town Department Regulations, Utility Company requirements and @ EXTERIOR WALL best trade practises. NEW CELLAR 2. Before commencing work the Contractor shall file all documents required by the ENTRY. EXIST. FOUNDATION @ EXIST. ENTRY HALL—:-- Building Department, pay all fees required by local agencies and obtain all required VERIFY SIZE OF U) REMOVE EXIST. SLATE PATIO W permits. DOOR ON SITE Z @ BREEZEWAY & ADD NEW 3. The Contractor shall visit the site and verify a FOUNDATION & FTG. ll dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would 0 i I VERIFY DIMENSIONS ON SITEinterfere with the satisfactory completetion of the work described herein shall be .. . . . ..... .... reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify ......... ......... .......... ........... .......... .......... .......... .......... ......... ......... .......... ........ .......... . ......... ......... ......... ........ ...... ......... ....... .-....1 V) the owner or architect of unsatisfactory conditions will be construed as an acceptance of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and XI o engineer consultants. LU 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to EXIST. 3-2X10 GIRDER, COILS. & FTGS. NO CHANGES — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — work area, hours of permitted work,availability of water and electric power and all I other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 2 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. EXISTING CELLAR 9. The Contractor shall provide all dimensions and cut-outs for other trades. U) LUI i 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed 0 persons who shall arrange for and obtain all required inspections. The General Contractor shall be responsible for scheduling all other inspections as required. U) 12. The Contractor is solely responsible for construction safety and shall hold the V) 0 owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. LL 0) CONSTRUCTION NOTES X 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance EXIST. 3-2X10 GIRDER - NO CHANGES — — — — — — — — —— — — — — — — — — —i with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) U) UJ 0 or as specified in R301.2.1.1 Z < 8. All building envelope components shall comply with Chapter 6 of the Energy 0 1 Conservation Code of the State of New York. 0 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and U) co between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. LL 11. All portions of the new structure are designed to comply with local geographic X and climatic criteria as stated in the following table. UJ GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 psi WIND SPEED 120 MPH EXIST. FOUNDATION WALL & FTG. - NO CHANGES SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED FOUNDATION PLAN A- 101 FLOOR PLAN A- 102 FOUNDATION PLAN A-201 EAST & SOUTH ELEVATIONS A-202 WEST & NORTH ELEVATIONS A-301 SECTIONS FOUNDATION PLAN SCALE AS NOTED SEPTEMBER 5, 2016 SEAL: 0 F S DE�,^, :� A 102 rn Of (10, Lid 0 2 OF 5 SS press START PO BOX 49 SOUTHOLD NY 11971 JOAN CHAMBERS 631-294-4241 STAT B RESIDENCE 1100 MARATOO KA LANE MATTITUCK N .Y. A- 101 FLOOR PLAN A- 102 FOUNDATION PLAN A-201 EAST & SOUTH ELEVATIONS A-202 WEST & NORTH ELEVATIONS A-301 SECTIONS ............... _ ._._ 111.1..,.....,_ ._. ..,..,,........._........ ROOF ,_ ------.... , .- „ _,,.,:..,... _.:.1.:.1.-1_.1....- _._._..,_.,,-,___.._._.._-_-_-_�-„_,_._,,_,_.._._...,...�.. �._ SOUTH E L Em _ _7-_. - _ , _ _ _. . SCALE AS NOTED AUGUST 7, 2016 _ _ __ �__ ___ ............. .. .... _ _ . .. .. 1111... ... .......... ........ .. NEW B ARD&BATTEN DIN o s I _............ ..._. .. ...................1111____------- ---- _ I - - - - 1111_... I. .... . _.. . ...... .. _ . .. ._.__............ _ - __ __1111-._11.1.1 - t ................_ _......_...._....__.__._._.__.__..__-. :1:::1:11 1111:.... .- .....__....._.. .............._..._.._........... __.__..__1111_. _..1111................:::..1111.. .............-.._1111.. 1111.. .: I .. 1111. , ... ._ ____........__...............___...._...._. 1111. 1111.. ................. _. ...-.- , 111__1__.._-. _ .. 1111.... .......... _ 1111.._.............. ......_...._.......... _1111 ............................ ... .. 1111 .. ........ 1111... 1111. ROOF­-­­----------111._. - __��- � - i .................. ..-:.,'-..--. ..-.. .. -. !V -_-c._..o.._c_. ..NEW PORCH �OF NES, .. ' ' i; :; i it __ .. _1111. it -------...._.._.........__...................... _....__......... ...-----. ..----__�_���.........._.................._.... .-_1111. .............-_......... -----_1111.---1111 __ _...... ......._._....__..... ............. .......... 1111 ............ ................. .................. - - __ 1111........... - ............. 1111' `_1111 ... ... ., .. _ ._. .._1_111 .. ...1111. -. 1111. ..._ .. .. ... .. .. .- .._... .. . ...__..................... ..................._...._"......_.-...__`_-_. 1.111._.._......_...._ ... _ ,. DEF A 201 --:... XISTING 'BEQROC1MSi' C' _ -------------------------.._....... ----------- --- ........................................ ....... _ --------- _ O F 5 N WF71STRUCTURAL WOODE ...._..._...-------------- sly -_---.-__........................._.. Z�F � �` r• }`d OWDER RM. FIDE: PORCH Posrs 6' g., P __....._._.__..__..__.._ EXIST. GARAGE _---------- FALL EW TW 303 E TW 303 EW TW 303 NEW TW 03 ----...._..__.._.. LI E --1111.. . ............NEW.... _._...__.._.... _1111__....._-- -.--. BEVELLED------ ADD NEW ROOF D OR RAIL @ 36" TO CODE CEDAR 1LEwTw .tLREssJ) PO BOX 49 SIDING .. EXIST. WALLS, DOORS, WINDOWS TO REMAIN press STAR SOUTHOLD NY 11971 JIE............. _ ............ _ _...................---..__111_1._1111.---____1111. NEW EINTRY PORCH _ ... _ JOAN CHAMBER 631-294-4241 NEW FOUNDATION UNDER EXIST. FOUNDATION - NO CHANGES PWD. RM./POOL RM. NEW FOUNDATION @ i ORIGINAL ENTRY __.. .-- ---- -----. 1__111 .----. ..--"- --... ----- ---- .__-. 1111... 1111. ... I I I i EXIST. FOUNDATION j EXIST. FOUNDATION I I I : :.._ 1111 . .. __ _1111 1111, 1111. ; 1111.. . ..... ...... 1111 1111 ... _. 1111 ......... ......... ...... ...... . .... . . .. _1111 ... EAST ( FRONT ) ELEVATION 1/4" = V-0" __........................ ..... .. .. ...._1111...------.."---......_..."1111.- -... -- � - - _,_�______ _..._...... ..................::.....---..... ............"11.11 ---... _-. _._.._1111-- ... .----- - -........__. . .:.......:.:..:.... ............:. ..:..111__1. i; - - _.._._.............. _____ .. ..._..__-_-..._.... ......._.......................... _ .............---_ _...........---... _1111 _ _1111 ... _. . ___ _...".. I ............................: ...._.._._ 1111..�;......... _......._............... _............... __1111... .. .... ......................_ ......... _1111... I _........:,.:.::. ; _... . ._......_... _1111_. _............. _ ...... .._..... _. . _. ._....._. . _...._.........._.__.. .........__.... :. -1::111.. ...,........... it ;: ,; ; - ---------_____--- -..._-- -__1111 _____...--__..__........ ................._. _.........- --..._ _ . _1111. _1.11.1. __ ........... - ----1111.1111.___---_-_1111.-----------. _---------------- � - --...------__.. __.._. "1111" .. _-__-----__...__........_.....__------..-----------------------..-------_1111.._ --_-`-.---__..___...... .... .._.__..._.--.-_----.__---.1111...--___-_"1111.__."_.-_-_. __.______ NEW BCjARDBBATTEN SIDING j - ' �' NEW ROOF N EXIST. GARAGE-,1111__-_1111..._ _ O G G _ _1111 _ ._.. - ---- - `--__111.1-_._......._...___ _..................__. _.. _1111__ ---1111 ; ; 11 :;11. 1111.. .,. . __ ............ ....._.___.- ........ -.-. - - _1111 .............. .-................._-- : ;I 00 O EXIST. BEDROOM NEW ROOF N _ E S 00 .._......._... . ----_--___............. ................._._..--1111. i , ..... ,, :, _..._........._.. _.._....... . 1111. . ._..................................... .... .._..._............. .......... :, 'i ;, - _.:.................................. ..........1111._1111 ...- - 1111. - - - ---- -- - ...- -`-- -- ` _ _111.1_ _........_....._.. ._........ ............_.... _ --- - is I I .............. .__._... .._........_.._.._.................. _......__.........._. 1111..._ _._ 1111. ._........... .........._............... . ... t. ...___1111.._ ................ I; :i u I; ' "� �; � 1111. 11.11. .... .... 1111. . ......... ............................................................... ..._................... ; .. .: ................... ..........................................._. ......................................_...... ........................ 1111. .. 1111.. ................. ......... ._ _..._1111 11_11..._. ......... 1111 -.. 1111... .. . . .. .. _ ._ . ........ ...----_---_---...... ................._.. _.__....__........._......_._ ........ _ -. _. . ..... ._..........._.......---."...._..._...... _. ..-1111. ........... ......_.................................. .-............ -- -� - - - - -- - -- - ................ - 1111 ..... ..... .. ... - .................. __ .... . ......� .._..._.........._.... .......................... ._,. _.......... 1111.. . .. .. .. ............ . .. - : I ; j I EFW 6061 1 L NE V RV 1 6 11 ........... ..........._....... ._............................................................_...........__._...._............................................. L ........... ...................1111. .. . .. 1111. .. .. . _........_..-............................_.._.........._.... ......... _. .. ......... _ -_.._.........._........... ....... ....... 1111._............................. .. ... ... ... . . ....... ..... _.-.--_-------_.. ------------- _11_1_1._.__-1111.---._...__.._........ ................................... ..............NEW.PDOL_.RM__..._..._....... ...-............................__1.111_--......__....._.....__._. _..._._........._---___..._... .__ --------------....-----....................._.. .... _........ & POWDER RM. _........ __................. .....- -1111.. -------------------------- ❑ ❑ -`-------------------.------......--.--..... -__._.._.__.1111.---11.1.1..----...----..._ __..__..111__1..____ _ -------------1111- - -......__----......----------.................-----_--_.............._.__........_.._._..-------....._...------------------__..__....._........-. _-_......_..----..__.-1111..--------...._...__.... _...----------------------- ------- -- EXIST. _................. ..4�LEW-...__...._.... ....................------...____1_1.11.----- _11_11--_----`- --......._......_.._............_..........------ ---_ --`--._....-- - _............... _.............. .......... ❑ ❑ .........................._............ __.. ❑ ❑ .........................BEVELLED ............. . ... ...... ........-................ .. ..................................._.. ._ _. .. .... _......-............__..........._.....__... _.....*_-_..-____-..-'-'-.'.'-'.'-.=: _._.._...............'-'......_............_......-.__.._...............__........... ..._...._...._ _... ---------------- ------------------------------------------_--. ..---------- -- ..--------_._...---...._ _.. -....__.._..- 1111 --- - ..._._...... -- - ..__..._.__.....__..... __1__11.1.. . ................. _..................CED.AR. ...... _1111. ........................ . .1111...................._......._... _._. __ .... .... .. ........1111................................ _......_...._..........._............__.................................. _1111_ ._ ................................. _...._...... .SiDttJCy- . _........................................... ❑ TIE _.. .................. ....... JIE 71717 ......._.........__......._........................_.._................._.................. ----------------------------- [TIE __ ..... _ _ _..._...�..�..- -----._._._....�.....,..__._... _.._...................__... _._. .___ �..._ _..........._._ �...__ ___1.111---- ----11.11.- --- 111_1.._ .. ....... ... ..... _11.11._ :-1111----111.1._1111.._._._.._ _-..................._.-.........__........._...._.__..-1111_..-_---- --- _____..........._.__-.....-...'------....._.........-----------__ _..... :.._..... _...._1111 ... ,.* .. ... .... .......... .. ................ .......... _ 1111.. . . .. ..... ... ... ....... . ..1.1.1.... .. ..1.."__.....................................................................-.................. ._ --------------------------- ----------------------=__*........... ............ --------------- .............­­ ­__­­-­------------- - -....-..._............-.........................................._.... ...-_.._........___1111 ................................ . ..... .... .............111.._ 1--l-I......".11.1-1.1.................. .. NEW MASONRY STOOP NEW MASONRY STOOP _......... _................ _ .. --_ _....._. ...... ._.. ... ---- ......_--------- ...----._--_--_-__.__....._.------------ .----- ._.___.---------- ---------------- - SOUTH (SIDE ) ELEVATION 1/4" = V-0" STAT B RESIDENCE 1100 MARATOO KA LANE MATTITUCK N .Y. A- 101 FLOOR PLAN A- 102 FOUNDATION PLAN A-201 EAST & SOUTH ELEVATIONS A-202 WEST & NORTH ELEVATIONS A-301 SECTION _............................ ... d. ,. —,. - ,_ _.._ ,,,,,,,,_ NEW ROOF.,...,,,,_,..... ...,,,.. ,._..,..:,!^--.. _ _- - � .. :..-^. ::::-:.. __..., ------ .._ EAST & SOUTH ELEVATIONS �.,.— 777 - , ——------ ----- --- - -- -- .... AUGUST 27, 2016 is is .................. .... .. ........_ ..._....... ............................. ......... ... .. . .. ----------- - - ....... ........._...._.._ .._- SCALE- ................ .... ........ ...._...._......._.._...... ...__._... __.._...._..............._. ............ ....._._...... ..............:...: . ... .__ ;i - --77-7- NEW ". '. . .... .... ..................:...... ............_........................._.._....._....._.........._.._..__..., BOARAT EN 'IIDING - ---------__. ---_ ......_.........._......... ...-. ` ... .NEW PORCH ROOF....... ...... ......... -- -.:.- ..., ii !! I! i ..... ..... --- - ..... I: .._...._.....;;..:re::::;;;., � is ..................:.:.... ....... .. ... . .. ........... P A 201 . OF Ny ............_.... ;! I; !I it i c� ;, I ; ! ;. !� EXISTING ��ED�OC�MS:I .9� �cP�� : . a N W STRUCTURAL WOODE _....._....._... - - �O OWDER RM. " PORCH POSTS 07252 EXIST. GARAGE _.. W TW 20 2 F LL EW TW 303 E TW 303 EW TW 303 NEW TW 03 ---..-_._..._..--_-----_-._.. _...----------------_-_--------____._._.. NSW......... ........ LI E BEVELLED .._._ ADD NEW ROOF D OR RAIL @ 36" TO CODE _......__._... _... _--------------__...-----__..._._.-- CEDAft .. ........ _....... 2 -NEW GRESS __.._.... PO BOX49 ST RT SIDING.........._........ EXIST. WALLS, DOORS, WINDOWS TO REMAIN --_-----_----___..__.._..- 11971 _ ................. JIE NEW ENTRY PORCH 631-294-4241 mmluut� NEW FOUNDATION UNDER EXIST. FOUNDATION - NO CHANGES PWD. RM./POOL RM. NEW FOUNDATION @ { ORIGINAL ENTRY --`-- ----- ----- ----- ---- --- - ---- -"--- . ..---- --- - ...... .._._.. ...._... ....._ , EXIST. FOUNDATION EXIST. FOUNDATION i .i EAST ( FRONT ) ELEVATION 1/4" = 1'-0" ! I ! ..... ... ... -. -- ... II ____.,�_._.._.__,._._,. --- --- ...... _..._.......................... ,. - -- .,, ,-- NSW EX ARD ATTEN 51DING . ;I RD B W ROOF ON EXIST GARAGE.. ----------------, _. ..... __._..... - - - _ ........... ........... i� I! .. .: - ii is I ! - - _.....................NEW ROOF ON EXIST. BEDROOM-.._.._�._._._. ..........---......._._...--- --__......._...----.._.... !: n ; _. ---.::.::....._ .. _ L ........ ................ .. ................_..... ................._.............._..._ ...................... ............................. .... .. __............................_.._.........__......._ .___.... .._ .. .._..-......_. I �! I ...... _... . it II 1! I' II I.: ...._............... ..._.. ..... . .. _. """""""' E FW 60611E _........_......._....... �................................................................................................. ....... . .. ......................... . . J —NEN F 6 11 _....._....................... -- ...... - ............ _ -------..........._...... ._.... NEW..P...00L_RM _.._- _..._ .. .................... & P ................................ POWDER RM ........ _................ .......... ........................._...... ........................._..__._..................... ........_...........__..............._........__........_...._......._... ........... .. EXIST. ..........._...... . _...._.._............................ .._..._....__...._....,.,.,_ NEW ..-.. _______..._-___._....__-..._.....--------___ .....-----......__..__..............................`___ --- _....._ ....._._..._................... ---............................._...------------...._......__.._... _.................. ❑ ❑ .....BEVELLED ._.........__......_....__.._._.._...._... _.. __.._ _ ._ . .. _.... ......._.-............. -- _._._...-_....... ....—-- ._ _.............TIE 71E ---1.11-1-1--l.....................-....._..._.... ..-_.....---__ .._...._.._.......... _._.... - _.. - ......-...._........ ..........._. . _ .. ._........ _............ - - ._..__. CEDAR....... .......................................................................................... ............. ...... _..................TIE [I ... -=-� ---- ........................ ........... -------- ............. .............. .......... -------------- ............ ............ ........ JIF 111111 ------- .. ........... ............. JIF ............... ------------------ --------------- ................... ... _.................. ..._...........-.-........_. .. I....._..,......_..............,.........,...............................-................... _...-...-.,........ .............._.. ..............._........_......... ....... ...,.,... .....,......._............ ........._. ------------ ------------- ----------------------- .............. _......._..................... .............._...... ... .._..... ...............,...................................... __..........................................._............................. .. .... . ......... ................... NEW MASONRY STOOP ...... .. .............. NEW MASONRY STOOP _.._........._......--------_.._._._._.__...... -... ....._-.----------- .......... ....... _._.. _._._.............._...__.._.... ._..._ ._......... SOUTH (SIDE ) ELEVATION STAIR RESIDENCE 1 100 MARATOO KA LANE MATTITUCK N .Y. ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM ALUM. ALUMINIUM MR MOISTURE RESISTANT APPD. APPROVED MW MILLWORK NIC NOT IN CONTRACT BRD. BOARD OC ON CENTER BRK. BRICK OS OUT SWING NEW ASPHALT/FIBERGLASS ROOF SHINGLES BOT. BOTTOM OPG. OPENING ROOFING FELT 112" COX PLYWD. SHEATHING CL CENTER LINE PL. PLATE CLG CEILING PLUMB. PLUMBING 3-1-3/4" x 11-1/2" LVL RIDGE COL. COLUMN PLYWD. PLYWOOD 2X10 @ 16" OC ROOF RAFTERS CONC. CONCRETE .:....::. ...:.. _:.::..._....,...:.:.:.:-_..,..,..,....:,,.:_:... PT. PRESSURE TREATED __..-....-...-:...:.:...:.:.:...:..:...::.:.::.:. -- -= :...>...---------.....------- LASS SHINGLESCONT CONTINUOUS 2X8@ 16 OC CEILING JOISTS ROOFING FELT PNT. PAINTED - --------.........--.................... -- —- -.........-. ------------ ...................... NEW DEMO. 1/2" CDX PLYWD CT. CERAMIC TILE PVC POLY VINYL CHLORIDE ... ..:.... X 16" OC RAFTER - -"�;t.-. 2-13/4" x 11-vz° LVL RIDGE RCP REFLECTED CEIL. PLAN 2X6 16" OC PORCH ROOF RAFTERS - 4DIAMETER _..._-..__.___-".............. ... „ ;'.s . .' 25 BATT INSULi<S, --ti;f; 2X @ 16" OC PORCH CEILING JOISTS DIA ----- .-.._-... .. _ ..._................ ED 2X6@16" OC PORCH ROOF RAFTERS 5 DR. DOOR REQ REQUIRED NG RM. ROOM DIMENSION FROM PLATE TO RIDGE & BE BOLTED TO RAFTERS OPENING .......................................... " NOTE: CEILING JOISTS MUST BE IN THE LOWER 1/3 OF THE _._._. .,......"......_:"":::..............._,,,,,,,.,,......,.,. ,,,,, "`-:>; 2X6@16" OC CEIL. JOISTS 2x4@ C DWG DRAW( _.... ....... ............... ... ..................... -::-.::..-::...:...,:...:.-.:.»____:.:... ------------ Sim.5. - STS z-">' ,,„-?-Tr- CEIL. JOISTS--\ SIM. SIMILAR ;R-21 BATT. ELEC. ELECTRICAL 3-2X8 GIRDER I_ RAFTER TO PLATE STRAPPING —, SPEC. SPECIFIED TYP. SOFFIT kk 3-2X8 GIRDER ELEV. ELEVATION f' EQ. EQUAL = L STEEL TO ALIGN TT& G TONGUE AND GROOVE ------------- ------------------------------------------- EXIST. EXISTING _._.__._-_... .. ..... __.............----..__-.._........._........ _ : _ G TEL. TELEPHONE TEO O &XINTER OR PARTITIONS NEW ENTRY PORCH TYVEK EHOUSE AWRAP IN NEW ENTRY PORCH EXT. EXTERIOR TBD TO BE ESIGNED ❑ = o z 1/2" PLYWD. SHEATHING k F.P. FIREPLACE D - - ----------------------..-....----...---..-------..... , O w 2x4 @ 16" OC STUDS TO. TOP OF f .......................... ____...............................-......................... .5 i a v R-15 BATT INSUL. FR. (FRENCH TYPICAL 1/2 GYP. BD. @ INTERIORS • :11E 71 1 ......................... _"" "_ "". ,,,.11- ,, ," _,,, ;i GALV GALVANIZED UNO UNLESS NOTED OTHERWISE ❑ ID] Z BOLTED TO STRUCTURAL POSTS GWB GYPSUM WALL BOARD """"" " x ;,s' REMOVE EXIST. PATIO & SLAB 2X12 LEDGER BOLTED TO 2X12 LEDGER I[ HVAC VIF VERIFY IN FIELD _................................... w ALG NEW FLOG W/ EXIST. HSE FAM I HSE FRAME ALIGN R � HEA NEW TILE FLOOR 2X8 @R16"E OC DECK JOISTS CONDITIONING _...... FASTENED TO L W/ WITH --- - - - ' - TENED TO 2X8 @ 16" OC DECK JOISTS WD WOOD 3 2X10 ACO GIRDER FAS 1/2" CEMENT BOARD 3 2X10 ACO GIRDER FAS (NSU INSULATIQN s" DIA. CONC. PIER TO 2x10 @ 16"OC FL. JOISTS 8" DIA. CONC. PIER TO INT. INTERIOR WP WATER PROOF 16 x 16CONC. FTG. 1s x 1s coNc FTG XPS EXTRUDED POLYSTYRENE _ {} fz, „,,,,,; EXISTING FLOOR JOISTS/GIRDERS/ COLUMNS AND FOUNDATION it' ,. -s <. ,.. ,.�, ,. ,, r. ., ,,r. f„ ,. ., �;r: :t' },,,:R 30 BATT INSUL ,•c}. .�'„f;• ;t r jr,. ..,, n j, j....,t f..,<{.r,, s, tr.,„ „.,> < , ><,-„> ,,,, t t,t. ,Z. :`Z;:!Sj, .,5,' ,li -;3, N s.0 ,5 ,.5}, .. ,r 1,} ,s<.. ,,„ „ .,,,,.u, . _,-;�,_,�rs_,>, ,. ,.,.,=, �rt�. %ry:q.•;; ::2,<r,.",�,.>S,. �, �.�, ..�,�;� - - -----------------_--------------- N .,� f,Sr..ru ANCHOR 2X6 ACO SILL TO CONC. FOUNDATIO I' LBS POUNDS W/ 1/2" DIA. BOLTS W/ NUTS & WASHERS. MAX. MAXIMUM BOLTS TO BE 7” INTO THE EXIST. CONC. WALL MO. MASONRY OPENING OR GROUTED CELLS OF CONC. BLOCKS AND CRAWLSPACE O SPACED 6'-0" MAX. W/ A MIN. OF TWO BOLTS p PER SECTION. ?. I 2" CONC. SLAB c�- TEMPORARY OR PERMANENT SECTION # 1 (THROUGH LIVING ROOM & KITCHEN ) SECTION # 2 (THROUGH NEW POOL RM. & POWDER RM. ) INSTALLATION 1/4" = 1'-O" 1/4" = 1'-O" BRACING IS THE RESPONSIBILITY OF THE INSTALLER . TEMPORARY BRACING SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE COMPLETION OF THE ROOF OR FLOOR AND MAY REMAIN IN PLACE AFTER PERMANENT BRACING IS INSTALLED 4 NEW ASPHALT/FIBERGLASS ROOF SHINGLES ROOFING FELT 1/2" CDX PLYWD. SHEATHING NEW ASPHALT/FIBERGLASS ROOF SHINGLES ROOFING FELT 3-1-3/4" X 11-1/2" LVL RIDGE 2X10 @ 16" OC ROOF RAFTERS 1/2" COX PLYWD. SHEATHING NEW ROOF -- 2X4 @ 16" OC RAFTER TIES 2X8@ 16" OC CEILING JOISTS 2-1-3/4" X 11-1/2" LVL RIDGE _ 2X10 @ 16" OC ROOF RAFTERS NEW ROOF 2X4 @ 16" OC RAFTER TIES 2X8@ 16" OC CEILING JOISTS f NOTE: CEILING JOISTS MUST BE IN THE LOWER 1/3 OF THE DIMENSION FROM PLATE TO RIDGE & BE BOLTED TO RAFTERS i �.t•;-;Sr-},i,,S:R-25 BATT INS UL.: RAFTER TO PLATE STRAPPING RAFTER TO PLATE STRAPPING 1r-0,: NOTE: CEILING JOISTS MUST BE IN THE LOWER 1/3 OF THE VENT SOFFIT DIMENSION FROM PLATE TO RIDGE & BE BOLTED TO RAFTERS PROVIDE GUTTER & LEADER TO DRYWELL EXISTING EXTERIOR WALLS EXISTING 2X4@ 16" OC STUD WALLS ADD HEADERS AS NOTED ON PLANS ADD NEW TYVEK HOUSE WRAP @NEW WINDOW OPENINGSADD 1 I NEW TYVEK HOUSE WRAP NO INSULATION� G NEW SIDING NO GYP. BD. NEW R-15 BATT INSUL. 01 EXISTING FLOOR JOISTS/GIRDERS/ COLUMNS AND FOUNDATION Q It EXIST. FOUNDATION & SLAB - NO CHANGES A- 101 FLOOR PLAN A- 102 FOUNDATION PLAN - " A-201 EAST & SOUTH ELEVATIONS A-202 WEST & NORTH ELEVATIONS A-301 SECTIONS SECTIONS --- - SC L AS NOTED AUGUST 27, 2016 _S �B SEAL: OF SECTION #3 (THROUGH BEDROOM # 1 ) SECTION #4 (THROUGH GARAGE ) �� �� * A 301 Ln Lu�sSI N� 5 O F 5 0 press STA T PO BOX 49 SOUTHOLD NY 11971 JOAN CHAMB RS 631-294-4241