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HomeMy WebLinkAbout37635-Z �gUEFOL-r , Town of Southold Annex 10/1/2013 P.O.Box 1179 � 54375 Main Road oy �IV Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36545 Date: 10/1/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2350 Beebe Dr, Cutchogue, SCTM#: 473889 See/Block/Lot: 103.-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/23/2012 pursuant to which Building Permit No. 37635 dated 11/15/2012 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 covered front entry, screened porch, covered porch, stone terrace, second story decks and bathroom in basement, to an existing one family dwelling as applied for. The certificate is issued to Geiger,Kevin&Geiger,Debra (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0007 9/30/13 ELECTRICAL CERTIFICATE NO. 37635 7/30/13 PLUMBERS CERTIFICATION DATED 8/27/13 Thr B's Plumbing&Heat. Aut ed Si ature TOWN OF SOUTHOLD ��4�gUFFO�,�coGy BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o� 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#: 37635 Date: 11/15/2012 Permission is hereby granted to: Geiger, Kevin & Geiger, Debra 115 Cliff Ave Pelham, NY 10803 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 2350 Beebe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 101-3-10 Pursuant to application dated 10/23/2012 and approved by the Building Inspector. To expire on 5/17/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,463.20 CO -ADDITION TO DWELLING $50.00 Total: $1,513.20 Building Inspector TOWN OF SOUTHOLD �� copy BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 01 Date: 9/3/2013 Permission is hereby granted to: Geiger, Kevin & Geiger, Debra 115 Cliff Ave Pelham, NY 10803 To: "As Built" bathroom alteration as applied for. � o � � At premises located at: 2350 Beebe Dr, Cutchogue. SCTM # 473889 Sec/Block/Lot# 103.-3-10 Pursuant to application dated 8/23/2013 and approved by the Building Inspector. To expire on 3/5/2015. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $444.00 CO -ALTERATION TO DWELLING $50.00 Total: $494.00 ing I Spector ll Form No.6 — �� l . TOWN OF SOUTIiOLD. 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 2110 of 1% lead. " 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building: .6. Submit Planning Board Approval of.completed site plan requirements. B. For existing.buildings(prior to.April 9,.19$7) 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 egmpleted 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 $1.5.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building:' (check one) Location of Property: House No. . Street Hamlet Owner or Owners of Property: �S�1/1 lV cdfj�' /l'C/� Suffolk County Tax Map No 1000, Section_ f �j Block 3 Lot Subdivision Filed Map- Lot: Permit No. 3 7 Date of Permit. licant: Health Dept.Approvals Underwriters Approval: Planning Board Approval: Request for. TemporarCertificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature v�S�FFOI�cO Town Hall Annex p Gy Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 H 2 P.O. Box 1179 0 - Southold, NY 11971-0959 `y�j�l �,��� roger.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kevin Geiger Address: 2350 Beebe Drive City: Cutchogue St: NY Zip: 111935 Building Permit#: 37635 Section: 103 Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Compass Electric License No: 45540-.me SITE DETAILS Office Use Only Residential x Indoor X Basement X Service Only Commerical Outdoor X 1st Floor x Pool New Renovation x 2nd Floor x Hot Tub Addition Survey Attic Garage x INVENTORY Service 1 ph Heat Duplec Recpt 72 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 44 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 74 Twist Lock Exit Fixtures TVSS Other Equipment: 4-ARC fault circuit breakers, 7-paddle fans, 5-exhaust fans Notes: Inspector Signature: Date: July 30 2013 Electrical Certificate.xls o�OgUFFO�,�co co y Z Town Hall,53095 Main Road O 'Fax(631) 765-9502 P.O..Box 1179 Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: August 27 , 2013 Building Pei nit No. 3-7 L35 Owner: e (IFfease print) Plumber: _.Three B' s Plumbing & Heating Corp.' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before.me this 27th day of August 20 13 ECE WE . Notary Public, Suffolk County AUG 3 0 200 Eileen M.Roach® Notary Public,State of New Voris BLDG.DEPT. tNo.482EJ42 TOWN OF SOUTHOLD Quaiitlpd in-Smffolk County Commission Expires January 31,29Lf Of SOpr�ol Ap- COUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ . FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE'A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C DATE INSPECTOR pF SO(/T�� - -- - - •! �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ IF NDATION 1 ST [ ] ROUGH .PL13G. [ FOUNDATION-2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ L (FINAL) REMARKS: DATE INSPECTOR "� OF SOUryolo 3 7. � CoUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION [ ] INSULATION [ ] FRAMING TRAPPING [ ] FINAL [ ] FIREP CE& C IMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: D� ' ro-- DATE �� INSPECTOR pF SO(/l�o� cOUMY,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 'ON . .. [ ] FOUNDATION 1ST [ PROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [- FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL—(ROUGH) [ ] ELECTRICAL.(FINAL) REMARKS: PLI DATE INSPECTOR Of S0UTy0 TOWN OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION- FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �2&(,&� &tee DATE f -INSPECTOREL SO(/T�olo G Q cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK C DATE 17 INSPECTOR / Of SOUlyO� C"7 2j Comm,N � { 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 INSPECTORS 12�3J� fSO �o c0UHT1,� Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ .] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) L'J REMARKS: aAgdok(�� DATE INSPECTOR 3 7 69 DOE SOUIy �o� ono �o cOUNi'I,NQ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. . [ ] FOUNDATION 2ND [ ] IN ION FRAMING[ ] FRAMING /STRAPPING [ FI AL [ ] FIREPLACE & CHIMNEY [ ] FIR AFETY I PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6 �- -� /<L_ //-w w7F-"e-� DATE �-3 INSPECTOR �iI ��rs P. al W PLUAMING ww,,WE 11 . STATE ENERGY • 1 ADDITIONAL • 1 i r ►� MrAWY mo fffillO -� m yaw � w I � - 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. %16 3,5 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined )f ) 20�� Single&Separate Storm-Water Assessment Form Contact: Approved f S ,20 Mail to: Disapproved a/c Phone: Expiration 120 Building Inspector v , Q APPLICATION FOR BUILDING PERMIT otj Date 10 ZZ , 20 12 BLDG.DEFT. INSTRUCTIONS ,OWN OF SOUTNOLD ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The...._ applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. !iG`C (Signature of applicant or name, if a corporation) ef kr, 19V;OX077 (Mailing addr ss of applicant) . AFa*-t IvKI��¢7 State whether applicant is owner, lessee, agen , archrtec engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. 49 7 !t 3 t+ Plumbers License No. 14 a�] — MIF Electricians License No. 45;574-0 -- me- Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /(? Block Lot Subdivision PMV6;5�C-' &oV(;r- Filed Map No. Lot �lCv 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy f NGtA;;- "rA-&'KLo,, �11,57e91,C - b. Intended use and occupancy 51&M jet 3. Nature of work (check which applicable): New Building Addition 1l Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost '?7 wo Fee Cam) (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. ` -4D'`P 7. Dimensions of existing structures, if any: Front 5 l,1<e Rear 9(, 1(p Depth Height -Z-7.,9 1 Number of Stories 2- Dimensions of same structure with alterations or additions: Front 51 (Ce Rear 91, 1 cv Depth 39 , `1 Height Z-7<4( Number of Stories -Z, 8. Dimensions of entire new construction: Front 51 ,1Q0 Rear ✓L-l cP Dfift `of 2 &cy Height -27, Number of Stories -Z- 9. Size of lot: Front ioo' Rear /02 . J 4— Depth 2j� ,2t 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated TG&o 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 X. O 5 4Larv�r- &jc 14. Names of Owner of premises 11 161k&fg== Address QtsLt2jce•5. NW Phone No. q17 --3='21 A9 III Name of ArchitectGkpAe Mkom,5 Address Phone Noi273[-?Z7-7gV5 Name of Contractor(JNci�rivc k� °�'^^mil Address 2D i7X IV(.( Phone No. 51-S ?Iu'--V,� 1t�iv 1 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 V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. t 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) S • COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, 1. (S)He is the �,�-� c�-� (Contractor,( gen 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 day of 0 20( FRANCIS J YAKABOSKI Notary Public, State of New rk ota Pubh o 9762290 Signature of Applicant ry Qualified in Suffolk County pp Commission[xpires April 30,40 2L.O( 1 TOWN OF SOUTHOLD `� BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT you have or need the following,before applying? TOWN HALL Y Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 tt 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 Mail to: Disapproved a/c Phone: Expiration 20 r P Building Inspecto � h 1 ,. APPLICATION FOR BUILDING PERMIT AUG 13 2013 2�Date , 2015 INSTRUCTIONS G1.D(, DEi't. �.��:�riF S�'J1 a.-Tlis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. -f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. if no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months..Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,a regulations,and to admit authorized inspectors on premises and in building for necessary inspections. C � (Signs ure of applicant or name,if a corporation) ig yox 077 J- oq avl (Mailing address of applicant) L State whether applicant is owner, lessee, agen , architect engineer, general contractor, electrician, plumber or builder k�O � Name of owner of premises "&) � � �L����G L-:V (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. l. Location of land on which proposed work will be done: `' -31,5Q a;�P Z'-()'i-4©G,U C House Number Street Hamlet County Tax Map No. 1000 Section J�7��_Block 13 Lot lI> Subdivision Nm5e Filed Map No. 32�V _Lot 2. State existing use and occupancy of prernises-and intended use and occupancy of proposed construction: a. Existing use and occupancy 61AJ14 LV ' k7t �.fAX�-�_�, __ b. Intended use and occupancy f�p GlAA11014 FF SA31ALir alai 3. Nature of work.(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work. (Description) 4. Estimated Cost � J'©� 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 4 Rear Depth L Height ?t-)' Number of Stories Z Di ensions of same structure with alterations or additions: Front Rear Dep Height Number of Stories 8. pensions of entire new construction: Front Rear Depth Hei Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9-4-e 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 I 1 6-GL-m— Xj 14. Names of Owner of premises Address Phone No. 10— w579, 1q;q Name of Arch itectZ. L _ Address Phone No G,;-i -"a2q—7TO Name of ContractorL6� "��.c.�.-Five, e we Address Vo &c .j06( Phone No. 651 02W-- 7�w 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS, AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES t/ NO * IF YES, D.E.C. PERMITS MAYBE REQUIRED. 1N 'P-i,6V_ -,�� Aj J.Ky e-�'WA<jz-- 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 Vns * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing contract)above named, (S)He is the houy ( 2�> (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 efore me this r day of N 20 13 Nota Pjft8ffcD. BUNCH Signature of Applicant Notary ublic, State of New York No.01 BU6185050 Qualifilad in Suffolk County Commission Expires April 14,2" 1� �,��QP j Town Hall Annex James F.King,President Y /� 64375 Main Road Bob Ghosio,Jr.,Vice-President �� �'� ' P.O.Box 1179 I)nvc Bergen �� tu' �T Southold,Now York 11971-0959 John$redomeyor Telophono(631)765-1892 Michael J.Domino �. �! ,(Al Fax(631)765-6641 -'+`2CC'Y4n BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 13, 2012 Mr. Glenn E. Just J.M.O Environmental Consulting Services PO Box 447 Quogue, NY 11959-0447 - RE: KEVIN & DEBRA GEIGER 2350 BEEBE DRIVE. CUTCHOGUE SCTM# 103-3-10 Dear Mr. Just: The Southold Town Board of Trustees reviewed the survey dated June 2012, and determined the proposed first floor addition over concrete patio, construct a screened porch over an existing concrete patio and wood deck, construct a covered patio over an existing concrete patio and wood deck, and new open patio with steps 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. This determination is not a determination from any other agency. if you have any further questions, please do not hesitate to call. Sincerely, James F. King, President Board of Trustees JFK:amn i f I 1 i `N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04128 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: KEVIN/DEBRA GEIGER GEIGER PROPERTY 115 CLIFF AVE 2350 BEEBE DRISCTM#1000-103-3-10 PELHAM,NY 10803 CUTCHOGUE,NY 11935 (516) 702-3519 Facility Application Contact: JMO ENVIRONMENTAL CONSULTING PO BOX 447 QUOGUE,NY 11959-0447 (631) 653-0607 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 712.942 NYTM-N: 4543.612 Latitude: 41°00'57.3" Longitude: 72°28'03.2" Project Location: 2350 Beebe Drive-Watercourse- Eugene's Creek Authorized Activity: Construct additions, porch and patios. All work must be in strict conformance with the attached survey prepared by Nathan Taft Corwin III dated 6/28/12 stamped "NYSDEC Approved" on 9/14/12. SAP# 1-09-013 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04128/00001 New Permit Effective Date: 9/14/2012 Expiration Date: 9/13/2017 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BRC)�K,NY 1 90 �33 9 Authorized Signature: �!! / /c,� Date / // / / Page 1 of 6 I Adh abow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION W Facility DEC ID 1-4738-04128 Distribution List JMO ENVIRONMENTAL CONSULTING Habitat-TW LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities,/structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III dated 6/28/12 stamped NYSDEC approved 9/14/12. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return.the:aop.portion of the-enclosed notification.form,certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs.of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. Page 2 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION '00' Facility DEC ID 1-4738-04128 6. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 7. Development Restrictions New accessory structure construction projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1), (4) and (7): -The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. - The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways,roads,parking areas and similar impervious surfaces exceeding 500 square feet in area. 8. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 14. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 15. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04128 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 18. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,,epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 20. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,.and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on accounf of any such removal or alteration. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require;remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 v NtW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID 1-4738-04128 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information-the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to,comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 dbr NtW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04128 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity.' 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer.of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and.conditions of the permit. This indemnification,does not extend to any claims, suits, actions, or.damages to the extent attributable to DEC's own negligent-or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 i i $a(/j�olG Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road ci+ (631)765- 5 P.O.Box 1179 G Q roper.richert(atown.soutfio .ny.us I Southold,NY 11971-0959 ryMUH'I'I,m� �. BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ` ! i REQUESTED BY: Jam`;�s sW a �c�Q C�c,` Date: Company Name: CCF 117 10 a.55 Name: .\ License No.: Address: �'� X2 M- // Phone No.: �3 75~/ 7 7,.1, JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 07 3,Sc gee-, e *Cross Street: 4- &L o, e^, e_ S *Phone No.: ` Y,3x--- 7a7- 791-3 i Permit No.. 3 7 4, 3_5 i. Tax-Map District: 1000 Section: a .3 . Block: 03 —/0 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 46 (Please Circle All That Apply) Is job ready for inspection: � YES Rough in Final *Do-you need a Temp Certificate: YES NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I . .82=Request for Inspection Form ' C �S Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm col �,• Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APP (CANT NAME: er gent- onmdtant-Contractor or Other(Circle One) Property OWNER:(if Different thanApplicant) !' !� 4 y? -VIvJ Ad Address: -t- -� t1✓ Pit} Telephone# Fax#: _SO Telephone#: j7`3 _ 11 Fax#: E-MaiL G to tV= E-MaO: I' Property Address:.n S 90 _ Brief Description of Construction Activity,Proposed Struetnial BMPs,Soil I 1000 J Stabalization BMPs,P%ject Scope and/or Sequence of Construction Activity i Dlstrld section clock Lot (0mvide Additional Pages as Needed) //�( � Name o Contractor and/or Contact Person Respons�la for Implementalton of SWPPP: -A-5 (7 M 7 _St_rD E t�7 l Address:S(> v I I Telephone#: 37 Fax _ , ` ..,- A -cp__ E-Mail: �A vlV3, of L: Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: Address 'Q©'0, x Tele hone#: ��y? Fax 15LW-- /C „.4 r 77 TT// E-Mail: LdrV j: Total A rea of Total Area of Land Clearing Project Parcels: ^�t l•W and/or Ground Disturbance: (S.F./Ayes) (S.F./Acres) —_.•. _._.___.__._._._._ Project Duration: Start End (Anticipated) Date: t7 Date: !0 L 2LLI . (Number or CarenderMysl Will this Project Disturbe five(5)or More Acres at -�---•-------•______ Any One Time During the Proposed Development? Yes No --- -------•--__ .,___._. __._.._.._.__.._.-..__-_--_--- i If YES:Please Answer theFollowingl a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No mV•^.•`.rc"••.V�-�^^•� -.~y�v•��____________._ -.• b. Does the SWPPP Indicate How Frequently the Site List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: ; Inspections will Occur and for What Period of Time? Yes No err-' 4 f,� ' '• ' c. Does the SWPPP Adequately Identify All Temporary = r___1 and/or Permanent Soil Stabalization Measures? r—Yes No "'"-"--- -"-- ---" ` '- - --- d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No status of impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired.-) e. Does the SWPPP Indicate Additional Site Specific �t�= I Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) X Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No - - -- ._._..._..... -- STATE OF NEW YORK, COUNTY OF ca...0...�-. ..•.........SS ,L i That I,.1; �r 2........ .................. ................being duly sworn,deposes and says that lie/she is the applicant for Permit, (Name of WIN uaI signI I. Document) And that he/she is the L ::.... (Cvuner,Coritracto, gen Corporate Offcer,etc.) Owner and/or representative of the Owner or Owners,and is duly au orized to.perform or have performed the said work and to 1 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 herewith. Sworn to before me this; FRANCIS J.YAKABOSKI ......................_•... .................day f.. � loiary.F9b1.4�. te of New-Yolk ork _ No. 976229 Notary Public: . ..... . ... .... ..........::::1_"'Gu•ahfied.in Suffolk '. ................................. .,.-. Mmission Expires April 3e�, Applicant) SWPPP Assessment FOR 0 -12 I I• i d'°8°"�" T.O.S. "SWPPP" Preparation - Chapter 236 For Department use only: Storm Water Pollution. Prevention Plan S.C.T.M.M Property Address: 3 ^� �41 Review Checklist Checklist # 11 . °°° S�oLot n B REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: _ Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) i YES NO i N.A.i Explanation for NO or KA.. . 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On•Site. Local o 2. Construction Phasin Plan lndicatin Se-uence of Pro osed Construction Activities. "- "-- - - - ----•--•••••••----••-•-.-.._._._._._L_ GeneraLLocationMap:.._.._ .-_ . ...._.__._...______._.._..................._......,_. 4. Draiaage Site Plan Drawn to Scare at Sixty(60').feet to the•Inch-or larger indicating the Following: i Q,0, •• - •-• - -•- a Location and Descrlp Ion of Property aoundanes� r11 _-•--. _ -..._,._.- .- _,._c,_•All Existin Natural and/or Man Made Features on and within 50'of the Properly Bounda i c _`-"'-""'-""-•""'-------••--•--•----•-•---•-•--- -• -- -.•- d._Test Hole Data Indica#mg Soil Characteristics&_Depth to Seasonal. High Water Table e Contours lndlcabn Pro ert Elevations Min 2 o J_. - �O Cam;-.,_._•_.__.-_. _,_.. -.- - . S fpot Grade&Finish Floor Elevations f'r_or Existin_ g and Proposed'Structures; ,LL�J'0 i Q t-'----•--•---------••-----•-•••-•-._..._.._......._.._.__._.._._......,..-..__.___.._.....___...................... _...•.g:_Location of Woodedreas A &Isolated Trees with a Minimum Dimension of 18"Diameter; �i Q i 0 i'"'""""' ""'-' -"" -_._.._...._..__.._..........,........._._._.:-...___..-._,._...._.............................. Fi. Soil Conservation DistnbtSoifS'urGey.__._._._._.....-_.__..._..____._.._-........_.-_.............._._.__._...._._.. -...._...___.__._._.-........_.____._....._.._._._............_.......,......_._._..----.._....-..._._.......,....._........... 4i 5. Background Informat[on aboutthe Scope of the Project,Location&Description of the Site, r--- ; - Proposed Changes to the Site and All Existing Development on the site Including the Following. ....._d ._AII_tmproY9.ri1@ntS J.npludl09 TQtat Area.of�and_Dtsturbanc�-$�Total.$Ite.Area,,"__,. ._.. _ Q;Q b, All Excavation,F(llin Stri �'. �- .-._._.__._._...__ ._._ _._.._..__.._.._.._..-. g, pping& ._-•----..-..___.__......__...............Grading Proposed and Identified as to depth,Volume ' _....c.. Al!Areas"Requiring Cfearmg..and/or Grubbing;.._.__ �;0 i Q i ..___.._._.,.._...._,.-.__...__........_. _•._._...,._..,, _.._.__.. _._.._..,.. _ . d, All Areas Where Topsoil Is to be Removed,Stockpiled and where Topsoil will ultimately - be laced• e. All Temporary&Permanent Vegetation to be Placed on Site; ; Q s0 ' "' i a. f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed ; 0; --.- .... _...._ _._._..__..._._..._-.-.. The An _ ---_._-_,---.--.._, g. _>- tici ated Pattern of Surface Draina a Durin " ` -F _._.._.__•_-_._._-_ ..9•_._-,gnlPeriodsofPeakRunoff; ; r___.,_-._..,.,.__.. _.._._._.._._ -.__. _-..__._..__._.._._.____ ._.......___....__ - -....,... h. The Location of all Roads,Driveways,Sidewalks,Patios,Stnactures,Utilities&Other' - Improdements,Including Temporary Access&Construction Sta in fueas --- - - - - 9 9 I. Ttte Existing&l=inal-Contours arra or Spot Elevations of the site. i.��Q�Q� - -••-•- •--__..,_._..__._._..._..........................___..,_._..-.._._.._....._.._.......-.._....... 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation ; &Stormwater Runoff Control Measures. :.�;Q Q, 7. Description of Pollution Prevention Measures that will be Implemented:"-.- -_._._,....., " """""'"""'"-- _._.__._...-..._............_............. ._-........ 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or ' ; -""'"` "`- '" """"""""""" • ---•-•- _- implemented for Eech Construction Activ! that will result in Soil Disturbance. _9,_-Description of Contru ctio sn&APLSte m a#erials Expecte d to be Stored On-Site. _ r�r•-- •>•_._,,......_._._.___._._..,..,..._.._......._..._._._..__..___._.,_- _.__ 10. Temporary&Permanent Soil Stabilization Plan that meets the-Cun ent Verston of the - -" --" - •• _;__._._". ._._,,..._ _- New York State Storm Water Design Manual Technical Standard. ,------------------------_.___-----_._.__.____.___.__._._..-._............-_-...._.-___ 11. General Site Pian and Construc _.____._tion Drawings for the Project: _ _ 12. Dimensions,Material S ecifrcations&Installation Details for At Erosion&Sediment Control Practices. , , , "'""""-'-•--•--•-••-•--•-••••-••••-•---•••--•-•-•...." 13. Tem ora Practices that wilt be Converted to Permanent control Measures. 14. ImP__IementationScheduleforSta in Tem ora Erosion Control Practice or BMP. __._._._____.._,_, _......_,......._.._.._......_.__.......„,_, ........,_,__-.-.,_._•_,___ _ -- 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& , , -•-...,_,.,........_. Sediment Control Practices. 1 fi. Names of Potential Surface Waters of the State of New York and/or MS4 that may be """""""""""'" ' "' -----• Im acted b Develo m y ^ 17, Delineation of Storm Water Control plan Im lementation Res onsLb:Tties for Each part of the i i - -" - -- -••••--•-•-• _rojecfConstruction Site. __._._____-____.____..___________.__._.._:_._.__.__._...._.... ...-_.° 18._All other Existin Data that Describes Storm" Runoff and/or Natural Draina a Swales. ' ' i ~ - ------_.___....___._ _. ._..__...-_.__....„___,_,,.,• __.-, __ 1t3. Identification of All Contractors)/Sub-Contractors) Responsible for fnstailing,-Constructing, . Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. Storm Water Management Control Plan Checklist#1 : 03-12 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER VILLAGE " STREET DISTRICT SUB. LOT -� ' =f -e-+ � 24G FORMER d NER �(abCu��/ ano. S E ACREAGE S W TYPE OF BUILDING f� c C "�( ,ES / 0 SEAS. �VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 0Av ' 21 d 2 q 47 o/. /dL�� S' ,�Z ' r �j d w e �r c, 0.d A / C a , e7''� e� / S 00 � [ e��3of�G � UT% 4 4A✓o lq yyi ff q oL T AGE BUILDING CONDITION /�z ^;;� . o �.� �:. o .Sei er a NEW NORMAL BELOW ABOVE FRONTAGE ON WATER �f"L o Farm Acre Value Per Acre. Value FRONTAGE ON ROAD .Id6f 6 + hl✓e illable 1 BULKHEAD illable 2 DOCK Ilable, 3 6e ti`y 'oodland (o Cov)S�G�.��t� r14 , , vampland ushland 7 o 6.y ') -7-7 c� )u5e PIS _ \ I 1D 04-Ll a (aq -45 ��aot7,oco b J- ker , tal N i���y � Pr, . ,.K$' • '• ; ■eeeee■eeeeeeaeeee " ■eeeee■■eee■eeeeeee ■eeeee■eeeeeeeeeee ■eeeee■eeeeeeeeeee eeee��■neee�i�i® ene��■���ei ■ eeei ���:�ee©■ne ■■eeeImienee ie■■een■eee■e Extension 'Foundation Both ExtensionExtension Ext.-Walls Interior Finish J�IJQ L L- I?4> PorchRoof ." PorchRooms Ist Floor Patio Rooms 2nd Floor Driveway Dormer Pee- tl xis 1 TO .r ; ■■■■■■■■■■■■■■■■NONE MMM1 mom ■mmmmmmmmmmmmmm■NNE■ ■■■!ll■■m■■N1NE■E■■■■■■ NOOMMEMENNIOMMUMM ME ■■■i io■■iMMUN■&■il■■EE " ■N■11■■■E■■N■■N■11■■■■ 0■■1 RIMON"REMMINEMAIN■■■ MMMMMMENIMM ■N■!1■■NN■■N ZOMM■N■E ■■■ Q v■■■■U■vM■■■ ■N■■■CENNN MEMO N■N■■E i■■■■�■■■■■E®■ NOON CRAWSLAB .. Interior Finish • *Isle . so . 's - Rooms 2nd Floor -s d CHRIS MOHR LAWNCARE& LANDSCAPING, INC. PO BOX 48 CUTCHOGUE, NY 11935 D [ [� 631-765-46171631-765-9026 Fax AUG 2 n 2013 BLDG. DEPT. TOWN OF SOUTHOLD August 12, 2013 To Whom it May Concern: Re: Kevin Geiger 2350 Beebee Drive Cutchogue, NY 11935 Please be advised that on or about September 16, 2013 Chris Mohr Lawncare & Landscaping, Inc. will be installing new sod in the front and side portions of the house,the rear of the house will be seeded. I am available to answer any questions you may have regarding this matter. Sincerely yours, Chris Mohr President A ,&,— Signed before me this j day of August, 2013. Notary NOTARY PUBLIC State of New York No.4912037 Qualified in Suffolk Countyy Commission Expires Nov.9,20jo ho��pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �r Southold,NY 11971-0959 CoUff N,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26, 2013 Kevin & Debra Geiger 115 Cliff Ave Pelham, NY 10803 Re: 2350 Beebe Dr, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. V' Pil I Health Department Approval. � mbers 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 BUILDING PERMIT: 37635 —Additions/Alterations REScheck Software Version 4.4.3 Compliance Certificate Project Title: Geiger Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2350 Bebbe Drive I Kevin and Debbie Geiger Charles Thomas Cutchogue,NY Charles Thomas Architect 206 lincoln st Riverhead,NY 11901 631 7277993 Compliance:0.5%Better Than Code Maximum UA:197 Your UA:196 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. GlazingGross Cavity Cont. UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 456 19.0 0.0 21 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 441 19.0 0.0 21 Ceiling 1:Flat Ceiling or Scissor Truss 456 30.0 0.0 16 Ceiling 2:Flat Ceiling or Scissor Truss 456 38.0 0.0 14 Wall 1:Wood Frame,16"D.C. 544 15.0 0.0 34 Window 1:Vinyl Frame:Double Pane with Low-E 96 0.360 35 Wall 2:Wood Frame, 16"D.C. 472 15.0 0.0 31 Window 2:Wood Frame:Double Pane with Low-E 66 0.360 24 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements' EScheck Version 4.4.3 and to comply with the andatory r uirements listed in the REScheck Inspection Checklist. Name-Title Signature Date QED ARC ��.A` c 0240 OF Project Title: Geiger Residence Report date: 10/18/12 Data filename: C:\Users\fred\Documents\REScheck\Geiger.rck Page 1 of 4 CREScheck Software Version 4.4.3 NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Project Title: Geiger Residence Report date: 10/18/12 Data filename:C:\Users\fred\Documents\REScheck\Geiger.rck Page 2 of 4 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation Is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ci Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced.sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Project Title: Geiger Residence Report date: 10/18/12 Data filename: C:\Users\fred\Documents\REScheck\Geiger.rck Page 3 of 4 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Geiger Residence Report date: 10/18/12 Data filename: C:\Users\fred\Documents\REScheck\Geiger.rck Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 38.00 Wall 15.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.36 Door Heat . &Cool Heating System: Cooling System: Water Heater: Name: Date: Comments: • _ .. •t �tiorf5w • s ! P 0 P U U� AU6 23 2M �' :� SURVEY OF SUFFOLK COUNITY D-u-ARTMENT C,,r Hz:jALTH _SCrVjCr_,-S LOT 56 F`F_,-z1'.?!IT F`071z APPRCIi"sL C77 CONSTRUCTION FO:n,A MAP OF S I N CLZ F'Al, LY R CID C r_r 0 N LY tc�l� MOOSE COVE ,f 0 FEB 2 2 201�, A FILE No. 3230 FILED AUGUST 30, 1960 DATE -13 -6-cy 7 0 SITUATE A < EAST CUTCHOGUE OVERHEAD N H-AD WIRES X -,REEE 1' 277ARS FROl DATr- OF APPROVAL zo 0 TOWN OF SOUTHOLD Mfzin SUFFOLK COUNTY, NEW YORK *IX X 00 4A.. S.C. TAX No. 1000- 103-03-10 U3 1 "'A 0 . . . SCALE 1 "=20' LOT X JUNE 28, 2012 NIOIF OSSE14 0 13� P ...... 4 DECEMBER 5, 2012 ADDED PROPOSED SEPTIC SYSTEM A rlust be in AN Fj% FEBRUARY 11, 2013 REVISE PROPOSED SEPTIC SYSTEM ystetn existing sanitary Pue"c 0? `�� `Q\`� / '�OoCONC'O� �11.35 e. N 0 rn�nt SULG#.. IS �\Jsfs X Abaridonimant Of eX1 rtrn(. quirc V3 I�A733,�I TOTAL LOT AREA 33,547 sq. ft. 0 7- 1 1 -A dep" ,- TOTAL r(, X 7.8 zi I X ,_T,�Cp,Witi, (TO TIE LINE) 0.770 ac. conform as proof* ...... IZ2 0- 3cll .................................. Co, 'etedfol It :\ CERTIFIED TO: ...... ............. ..... ...................... . ...... .. ..... X ............ -)3 ...... ,as,..... .... 'Woe KEVIN GEIGER CONC. U_A el" .............. ................. .. .................. DEBRA GEIGER /'. � 12.4 V.,..... .........V. , - e 0 �oP \0 *OX1 -.CT" X UA t. spected By The Wafter L-1 k ige(s) MUST Be Ins ept. Of Hea�th Services. I Suffolk Count D 0 E � 1. J ... Vg-84 71 1 5 CP \5700, 4.8 Hours In Advance, Ca)11 052 spct on(s). To S�hedule In, �3.7 I r, I , . ....... cr, 0, .7. jiL ...... 1.8 X AL 0 39.1 8 1 JIL FLAG O?V4 0 7- 1 dL D6 1 X ( ? X APPARENT HIGH WATER MARK ON 06'28/2012 _L7 M" LOT 0 (A 0 1% \(0 IRE dL _6\A 0 FLAG 0- -3-0* t� 7-1 \'i� X 11-3 0 2,2 v�_ X rn X cy, C SG*0010 .3 MID J-7 z GE OF LAWN %lit 2.9 LAVA ��L POST FLAG "G \iIIL POLE AL 000 db O oN 4 WAS I __ , F IL5 AIL 1.5 �J 46 LOT OVERAGE OVER UPLAND AREA RAG G (UPLAND AREA = 24,965 sq. ft.) *LO LL DVF-L%-%tA WATER) cp� CA SES POSUC "04\r4 'A If, DESCRIPTION AREA X LOT COVERAGE N/O/F FKjN 00 0 S, 1,530 sq. ft. 6.1% 1zOj3FRT � SLIF-K'N 7 -A EXISTING HOUSE AfAPGAR'VT 1.2 '\1 EXISTING CONC. 740 sq. ft. 3.0% -L-2 S �eo DRIVEWAY LOT OF EXISTING CONC. VISION MAP 11 WALK 130 sq. f t. 0.5% TEST HOLE DATA jjj3Df 'Es EXISTING ROOF OVER S110,R I"VOI-Y, WOOD PORCH -ROND (TEST HOLE DUG BY NATHAN CORWIN L.S. NOVEMBER 24, 2012) IcLEIRY, of S 32d3A 60 sq. ft. 0.2% '114 AS FILE tAo- 0. OFFICE 19roo PROP. 1 st FL. 460 sq. ft. 1.8% OF ADDITION ELEV. 11.5 FILED It4 "E gUGUS1 -30, BROWN LOAMY SAND SM ON PROP. SCREENED 0.5' 240 sq. ft. 1.0% NOTES. PORCH 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PROP. COVERED 180 sq. ft. 0.7% PATIO EXISTING ELEVATIONS ARE SHOWN THUS: 5itD EXISTING CONTOUR LINES ARE SHOWN THUS:- PROP. OPEN F.FL. FIRST FLOOR 415 sq. ft. 1.7% PREPARED IN ACCORDANCE WITH THE MINIMUM - PATIO & STEPS STANDARDS FOR TITLE SURVEYS AS ESTABLISHED G.FL. - GARAGE FLOOR BY THE LIALS. AND APPROVED AND ADOPTED PALE BROWN FINE TO MEDIUM SAND SP 2. FLOOD ZONE INFORMATION TAKEN FROM: TOTAL (CLEARED AREA) 3,755 sq. ft. 15.0% FOR SUCH USE BY P' TITLE ASSOCIATION.,THE-NEWYORK STATE LAND FLOOD INSURANCE RATE MAP No. 36103CO164H ELEV. 2.0 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 9.51 ZONE X*: AREAS OF 0.27. ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL PROPOSED SEPTIC SYSTEM DETAIL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT HOUSEELEV. 14.5' (NOT TO SCALE) OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. F FINISH GRADE ts FINISHED GRADE ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ELEV. 12.0' ELEV. 11.5' 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPTH WATER IN PALE BROWN TOP EL. TOP EL. 110.0'­,� -1' MIN. FINE TO MEDIUM SAND SP 4. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 8- MIN. 4* DIA. 6 4 GALLEYS; 8.5' LONG X 4.75' WIDE X 4' HIGH SEPTIC LEACHING 3' CLEAN INV. EL. A TANK APPROVED PI GALLEY - LEACHING 41 SAND min. PITCH min. PITCH 1/8"/1' -1 GALLEY COLLAR APPROVED PIPE A PE _:H I-A N.Y.S. Lic. No. 50467 PROPOSED FUTURE 50;/ EXPANSION POOL 10.2 1/4-/1' INV. GALLEY EL. 9.2 0 is' M EL 9.8. min. EL. I I . 9.3' UNALITHOSURVEY IS A RZED ALTERATION VIOLATION OR ADOF DITION PROPOSED 8.5' X 4.75' X 4' DEEP LEACHING GALLEY Nat han Taft Corwin III TO THIS l­--8.75 }-8.75' -1 K L4 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 0 Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING PROPOSED 1,500 GAL. SEPTIC TANK SEPTIC TANK (1 L BOT. EL. 5.5' GROUND WATER 0 ELEV. 2.0' THE LAND SURVEYOR'S INKED SEAL OR (D 1. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. EMBOSSED SEAL SHALL NOT BE CONSIDERED 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1 TANK; 8' DiA., 5' LIQUID DEPTH. TO BE A VAUD TRUE COPY. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. WALL THICKNESS SHALL BE A MINIMUM OF 3*, A TOP THICKNESS OF 6' AND A BoTrom THICKNESS OF 4'. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN 6. EXISTING SEPTIC SYSTEM TO BE PUMPED CLEAN AND EITHER REMOVED 3. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY OR FILLED-WITH-CLEAN---SAND- LEACHING GALLEY IS PREPARED, AND ON HIS BEHALF TO THE 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. TITLE COMPANY, GOVERNMENTAL AGENCY AND 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4-) 1. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. Title Surveys - Subdivisions Site Plans - Construction Layout 7/ LENDING INSTITUTION LISTED HEREON, AND ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 4 GALLEYS; B.5' LONG X 4.75' WIDE X 4' HIGH (106 sq ft per galley) TO THE ASSIGNEES OF THE LENDING INSTI- 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. E 1 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1111IJ LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. OFFICES LOCATED AT MAILING ADDRESS 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). THE EXISTENCE OF RIGHT OF WAYS i I'li MAR 2 5 2013 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. II i "r)j!'1110,1 D L T(W, 32-111-1 SURVEY OF LOT 56 e.. MAP OF N :4i MOOSE COVE C FILE No. 3230 FILED AUGUST 30, 1960 a•. : � X SITUATE OVERHEAp WIRES � a 9 z1z 21, �. :' EAST CUTCHOGUE jx TOWN OF SOUTHOLD N LOT 55 j ��° SUFFOLK COUNTY, NEW YORK Z z N/O/F sMUSSEN I �01RI��'DAP X :, o ' S.C. TAX No. 1000- 103-03- 10 A ,I7. m CHRISTIAN E' R c4��G+ /. ';\�; d' a� SCALE 1 "=20' m m s P / ° ° JUNE 28 2012 J'm yr �* \ 74' d v WPY tX'* \ °.. r.' 5 \ p. c°N 8 * TOTAL LOT AREA = 33,547 sq. ft. \ \ \ x H N \I—� 2.T. r \ d (TO TIE LINE) 0.770 aC. .2. : X 12.24 \ \ �O a a d' CONc MON. \ \ ` \ �0.2 m I '�I d,••...........••••...' cos o�v� \ e x \ y \` SHED GP �5 \�N €: :`: 12.4 �' N p. \° .'/. . CERTIFIED TO: FLAG \\ t:•: 2 v y a \ 1\ \ oo I P�17 I �p ';:;. . . K E V I N G E I G E R x \ RPMP �1 irr: i`�:ii:ii:i oNN 7 1.4 �. . ' DEBRA GEIGER 0 1 x 2-8 ' Q 2s l•r" .' 'ter �-< CID N �� � LPwN \ I I I I I I � •`"�'"''y'',:". , .. .,:::: . !.T v� �/ Q \ o EDGE \ 1 FLAG Ln 4 \ \1 I I I I 2 P���° N �; I •,ys ti,i � d' rY4t1N1T -U120 ' u \ Z P I Ia .L• \ DATE all, FLAG Z � 1 LII, o m m 5 x I I I I I �` ;:: '• '� 2^7 X 11.7 2� J 9. rum L V k 'L \ APPARENT HIGH WATER MARK ON 06'28/2012 1 z I I O �+f R P Ate/ vE�P ° c'oor d. . FLAG zb I I I �Gt2� -•/ '✓ \6 \ \Oa X 2-2 X4.8 I I r/ /1 � , 22g,6 a e° Lv \ ° m X \ w000 D°cK _i� . .` wN ..- - -'— F�Op�WG - -- _- -�� � ..: 1 7 POST 1 �.. - � .2.$ - 'I / /' II,x� \ To 0EW _ EDGE OF LA \. `I•'" \ \ w0 T 7 \ \ RAMP I I II I I \.9 ` ZO I) Fla 111 f<1A y v^ FLAG G \ 1A II, POLE FLA WpDK Ii, E�AG/ � -- � `L FOUN / /(1� ' I I I• W Lj�►'�jV�/(�'�1�G,G �}- ?� /.�'GA.�T�^r �it3 �" / � GONG. N' A, A W" Un v .F eTCs� �W�[eAt I �* -1 '50&.2j 4,0 Pt' ?",A a eV L,I L,II, I L .n 1 FLAG/ ` S ,� 30 \ L�I, FLAG 1 O \ 05.0 I o o �J 1L Lil, N/O SLIFKIN 'Og3EG S SLIFKIAfA RgT LOT MAP oF, r SUBDj��VTTISjGS"(�OR,LsuFFO�K COUNSY OF THE c p5 f1 E N° 3251 Fit-EO IN NEAO�USI 30, �g60 LOT OVERAGE OVER UPLAND AREA PREPARED IN ACCORDANCE WITH THE MINIMUM (UPLAND AREA = 24,965 sq. ft.) STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH W YORK STATE LAND NOTES: DESCRIPTION AREA / LOT COVERAGE TITLE A IA7JMm.. 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING HOUSE 1,530 sq. ft. 6.1% 'EXISTING ELEVATIONS ARE SHOWN THUS:" -a EXISTING CONC. a EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —5— — — — DRIVEWAY 740 sq. ft. 3.0 do % CID. — FIRST FLOOR EXISTING CONC. mk* ' 130 sq. ft. 0.5% G.FL. — GARAGE FLOOR WALK 2. FLOOD ZONE INFORMATION TAKEN FROM: EXISTING ROOF OVER WOOD FLOOD INSURANCE RATE MAP No. 36103C0164H PORCH 6o sq. ft. 0.2% PROP. 1 st FL. 460 sq. ft. 1.8% "t' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ADDITION "ND N.Y.S. Lic. No. 50467 ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL PROP. SCREENED CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT PORCH 240 sq. ft. 1.0% UNAUTHORIZED ALTERATION OR ADDITION -D OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; PROP. COVERED 180 sq. ft. 0.7% Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF AND .AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. PATIO SECTION 7209 OF THE NEW YORK STATE PROP. OPEN EDUCATION LAW. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 415 sq. ft. 1.7 PATIO & STEPS Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING CLEARED AREA , ft. 15.0% THE LAND SURVEYOR'S INKED SEAL OR TOTAL ( ) 3755 s q' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY 10 THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND P TO THE ASSIGNEES OF THE LENDING INSTI— HONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 32 . 111 SURVEY OF LOT 56 • a \ MAP OF N : MOOSE COVE FILE No. 3230 FILED AUGUST 30, 1960 N �vERHEAp WIRES d x SITUATE miz EAST CUTCHOGUE m Q6•`1 : *jx 3 �' o a : : TOWN OF SOUTHOLD N LOT s5 effl ��° _ _ ` ' SUFFOLK COUNTY, NEW YORK Z m Ng�/RASMUSSEN a a I gp�R�X�1� _ — :;.o S.C. TAX No. 1000- 103-03- 10 m m CHRISTIAN � I �'a� a W SCALE 1 "=20' mI� s `�* ° JUNE 28, 2012 X Xza N �P / r� 0 8 TOTAL LOT AREA = 33,547 sq. ft. 12.24 \ d (TO TIE LINE) 0.770 aC. \ I : � \ FOUND 9 4 \ \ :. ... �.,• : :\ d MON. ` �0.2 I LL \ CONO \ \ \ RAME N. �. x\, ill FLAG \ \ \ 5" PLOP �S�C\oN ... ''::: :: . : za 9 s \ . CERTIFIED T0: I I \ \ \ \ D°I DI ::•::•::Yt 'Z' 1 \ ` . KEVIN GEIGER 1,11 x \ WO09 :ar:i•:ii•F.x:i•i:•i:ia•r:w pG� ' � . . A DEBRA GEIGER I ` 1 \ \ R �� ,•l,ti•i:•::•:i•:•::•i:•i:•i::;D;�r 21 Nc^Np \ X 11.4 �. �o \ \ I .•. . °cyc yON \ ,II, I I 1 1 I X2B �� �� I I L 2�4 LP y 7D.12 X I I I XB2 s�t"* G �pc N . L I I I I 0 '�'c ,,' 2� I/ Q /�/1 ' 4 i1 \ O I NIP N ••, a;. 'i, �nP / 1a 'Pf1�•A' T r E'13 0-aW 2,? ,A I FLAG 't` `1, Z i \ �I �Cm I LOT O I I OJ�C = 1 v � � a x\_ APPARENT HIGH WATER MARK ON 06'28/2012 I 0�° ,^�O4 �� F ° r•t m I I � I �j A / G. Ppt!" CJ/ 4 � •°a LNG m�zo I I I I I �I I N ,•'/ N 1W \N c� 11.3 ij-6 00 � Nad' I \ I FLAG o N I I Ij(J'12�� \ 1 i X ° 6'" 2-2 < . 2 \ °N m X— \ L \ U m I 8.5 OO,,K r, 'AWN \� -. .. .OA _ _ .- .�.. , - - ___ -. . - .. EDGE 0 .� - - I • '- - To 01aw \ LAMP 7` 2$ � X OLA WOOF POSE � \ I I I O� \� ` ZO ✓1�� 9414 G 4 r POLE LillFLAG FU* LII \ wpOD L� ,� F�•G/ � — � � FOUN N. / / � � �hy�-y�1, ��GGw �- Z F��a- �'�I•��'J Gt.3 ��r�.�" 225 00NC. Q A� 4659 � I � ✓�f'SY�+� ��I�r � ���� �* ` �n�r�� W F 1 ���10ev ALL, L,II. / L,�I, FLAG/ Lll, I7 U �1 \ I L L� FLAG I I O NI IF SLIFKIN R RGARET SLIFKIN � 5 7 6 Oy & M LOT 0 OF �F MAP SLJ13 YjOSI��R SuF couNjY THE CI ER FILE NO' FILED 1N 0NEAUGUSS 00, 1960 AS LOT OVERAGE OVER UPLAND AREA PREPARED IN ACCORDANCE WITH THE MINIMUM (UPLAND AREA = 24,965 sq. ft.) STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH E-•®Y 1`I9E WA YORK STATE LAND NOTES: DESCRIPTION AREA / LOT COVERAGE TITLE �"dPN }. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING HOUSE 1,530 sq. ft. 6.1% `-EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONC. � EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —s— — — — DRIVEWAY 740 sq. ft. 3.0% I , OP. — FIRST FLOOR EXISTING CONC. 130 sq. ft. 0.5% G.FL. — GARAGE FLOOR WALK 2. FLOOD ZONE INFORMATION TAKEN FROM: EXISTING ROOF OVER 60 sq. ft. 0.2% FLOOD INSURANCE RATE MAP No. 36103CO164H WOOD PORCH S —7 PROP. 1 st FL. 460 sq. ft. 1.8% ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ADDITION N.Y.S. Lic. No. 50467 ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL PROP. SCREENED CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT PORCH 24o sq. ft. 1.0% UNAUTHORIZED ALTERATION OR ADDITION OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; PROP. COVERED 180 sq. ft. 0.7% ;Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF AND .AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. PATIO SECTION 7209 OF THE NEW YORK STATE PROP. OPEN EDUCATION LAW. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PATIO & STEPS 415 sq. ft. 1.7% Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING l�J THE LAND SURVEYOR'S INKED SEAL OR TOTAL (CLEARED AREA) 3,755 sq. ft. 15.0/ EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isoksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegn° L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND P 631 727-2090 Fax 631 727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— HONE ( ) TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 32-111 SURVEY OF o ro LOT 56 fl S L ` •d MAP OF LLJ o I C ; 40 �. I s z MOOSE COVE ��` �. d E. FILE No. 3230 FILED AUGUST 30, 1960 o W $ 6 k,; SITUATE o Ujroo s EAST CUTCHOGUE 2 $ J PJ R k Z I OtJ F1Egp WIRES�L. •' TOWN OF SOUTHOLD �z o �• �^ 6,21 ' ,t z Q to & x z w ; ...�. x 34 SUFFOLK COUNTY, NEW YORK a O� = a FI a: :• S.C. TAX No. 1000-103-03-10 01 �, - { ILOT SCALE 1 "=20' a o 2 c 3 55 V+ :�� Gm JUNE 28, 2012 a M a o O N/0/F SMUSS'N fi DECEMBER 5, 2012 ADDED PROPOSED SEPTIC SYSTEM AUGUST 28, 2013 FINAL SURVEY ' J a ° v CITg,IS 1ANDWE���NwA � ' occ,, O Q LL. n ro P 6V 185•j4 %o SEPTEMBER 16, 2013 CORRECT WATER LINE LOCATION N ti a OSES TOTAL LOT AREA = 33,547 sq. ft. rn ZI"' �' °i 140 O \f N ; 2�i ••Go d (TO TIE LINE) 0.770 ac. CA �� 1 � %l u E°00 m o Z�A O R ON FRW 1 FLAG 1 :Z} i, S 2� �•.. Se\ a • 4 •NO00 �'( OG :�'• b AL FOP yn•; p f. 1 1 `�::. p p N ��• WN I ?no J 0 o 1 JIL I o. :1°y�, 2.1• A� 00 O e. �lllt 1 J O I ......:;:..'•: s�OR �\� O� N�RGN ��� •Oy ;j• FLAG Z = Z L � AL O \ CD , 56 I .'>o;• ��ENE Po°" �20��5`2 It�, •. .:$. C:c APPARENT HIGH WATER MARK ON 06'28/2012 1 I I / w LINE G V�• w;f Cal W /ONE / aIr WA WIREPIN .4 Z? gbo 07- 69 7-o // / 1 22a. \ � R 5 \ FL°A�NG Z EDGE OF LAWN \ LAM A POST\ Fv,G / I ? we- FLAG AIL POLE � ?�oNF k FGONG N /// ONF \ 1 . � AO5'9� � c� FLAG D`NPO�NWA'TER) O\o bus N/O/LIFKIN "\0 gOBERT ET SLIFKIN MAR�aR S MAP OF oy��F� VIVSION�M ES" Coli"rr 9��rF� yea�sj 1 �c`OK`E S F 323 �N 1;N GUST 3O' 1960 AS F1 �1 0�� FIUED ON p 1� SEPTIC SYSTEM TIE DISTANCES COVER HOUSE CORNER"A" HOUSE CORNER"B" PREPARED IN ACCORDANCE WITH THE MINIMUM SEPTIC TANK FOR TITLE SURVEYS AS BY THESTANDRL.I.A.L.S. AND APPROVED AND ADOPTEDD OUTLET COVER 41' 24' FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. LEACHING GALLEY COVER 1 30' 2s' �` LEACHING GALLEY 36' 33' (� COVER 2 4 `eG j k � , LEACHING GALLEY 30 39 �!- COVER 3 ' ,'�'• x T'; t LEACHING GALLEY COVER 4 24' 33' N.Y.St Uc. No. 50467 i.r3 � r. UNAUTHORIZED ALTERATION OR ADDITION t - o r' win III TO THIS SURVEY IS A VIOLATION OF ON TES: Nathan Taf SECTION 7209 OF THE NEW YORK STATE CERTIFIED T0: EDUCATION LAW. 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING KEVIN GEIGER 3610 THE LAND SURVEYOR'S INKED SEAL OR DEBRA GEIGER H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED EMBOSSED BE A VALID TRUE COPY. BE CONSIDERED SUFFOLK COUNTY NATIONAL BANK ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT Successor To: Stanley J. Isaksen, Jr. LS. CERTIFICATIONS INDICATED HEREON SHALL RUN FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; Joseph A. Ingegno L.S. ONLY To THE PERSON FOR WHOM THE SURVEY AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. IS PREPARED, AND ON HIS BEHALF TO THE ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE 631 727-2090 Fax TO THE ASSIGNEES OF THE LENDING INSTI- 631 727-1727 MION. CERTIFICATIONS ARE NOT TRANSFERABLE. OMCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. — 1 AP OVED AS (DOTEDVO ^ DATE: 3 B.P.# --� L " A r rtF� FEE- NOT] ARCHITECT Y BUILDING DEPARTMENT AT ? 765-1802 8 AM TO 4 I'M FOR THE 6'-0" 33'-0" 17'_0" FOLLOWING INSPECTIONS: I 1. FOUNDATION - TWO REQUIRED REVISIONS DESCRIP T ION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II i l FOR POURED CONCRETE — — — — — — I 2. ROUGH - FRAMING & PLUMBING _ _ _ _ 3. INSULATION - - - - - - - - - - - - - - I 4. FINAL - CONSTRUCTION MUST I BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE I I I i REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. o COMPLY WITH ALL CODES OF 56 -0" NEW YORK STATE & TOWN COD 3 AS REQUIRED AND CONDITIONS Fm 2'-0" 14'-0" I I 16'-8" 8'-4" 117'-Opp 2'-C;' -enUmninTNAf 6068 I Fwc 1 S094LUMLMSIEES deb EXISTING 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE FOOTING 2'-D" " OCCUPANCY OR USE IS UNLAWFUL ;{ WITHOUT CERTIFICATE EXISTING ,I OF OCCUPANCY 0I (SCREEN PORCH ABOVE) C E L L A R ! o 1zo "coo in UNFINISHED `n ~ PLUMBING C7 o ' I ALL PLUMBING WASTE F SMOKE I , o W 0 a OS --- &DATER LINES NEED � EXISTING j DETECTOR TESTING BEFORE COVERING o CRAWL SPACE -,o z in 2" POURED CONCRETE SLAB \N �� 2'-6" U PLUMBER CERTIFICATION w w O CRAWL SPACE CN LEAD CONTENT BEFORE z 2" POURED CONCRETE SLAB CCRTIFICATEOFOCCUPil-- 4 ANCY s — — -- w 1 SOLDER USED IN WATER C:) SUPPLY SYSTEM CANNOT _ HWH r� I W D 5'-0 I EXCEED 2110 OF 1% LEAD. CD O O BOILER Li EXISTING LAUNDRY SHOWER 10 z PROVIDE 5/8" TYPE "X" GYP. BD. U ® p ON CEILING ABOVE FURNACE FOR ' 6"X6" TIE FLOOR ON i m Q AT LEAST 3'-0" ON ALL SIDES AS r , SEWER EJECTOR, PUMP EXISTIN CONC SLAB PER N.Y.S. CODE I ( PROPO)SED ` WC � U o z L ! J - BAITH i� rn 125 CFM EX11AUD1 N FAN TO EIXIERIOR / ` V 0 0Y z 4" STEEL STUDS 16" OC. 1/2" SHEET ' EXISTING X ROCK WALLS AND CLG CRAWL SPACE �w W r — r -i r -- LoV-1 EXISTING �! w EXISTING GIRDER I_ �I _ GARAGE ABOVE n M m _ _ _ / _ x w --_.. .___ � FOUNDATIONEXISTINGWALL w EXISTING C) 0 1 CELLAR z UNFINISHED (\`f SMOKE r -1 EX in Q O~DETECTOR ( I FOUNDAITIONGWALL o L 1 Tj X � N C9 Q' z F 01 UP iR EXISTING EXISTING FOUNDATION WALL EXISTING 10'-2j" 9'-3" 3•-4j" 4' VENT THRU ROOF EXISTING Charles M . Thomas �IIL a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I CONNECT TO APPROVED ----------------1 F.A.I. & SANITARY SYSTEM I I PROJECT CELLAR PLAN GEIGER RESIDENCE I I I I SCALE: 1/4" ' "= 1 -O _ 2350 BEEBE DR. 3Q -2'V a—2'V '� CUTCHOGUE, NEW YORK LAV i i W,C I I 1-1/2"V� I ► I a SHOWER j CELLAR BATH PLAN o-1-1/2" 1-1/2" 3' 2" SEWER EJECTOR PUMP " DATE; 08/20/13 PLUMBING RISER DIAGRAM PROJECT NO. DRAWING BY. C.M,T. CHK BY. DWG No. SCALE: N . T. S [A]-FO-0-1-1-0 1 OF 1 Y THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN (WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I ; r------------ 33'-0" -------------I I I ARCHITECT I-------------I ; I I r----------------- --- ---- --------- --- ------------------------- LINE OF I I 0 EXISTING DECK I REVISIONS D E S C R I P T I O N I I TO BE REMOVED PROPOSED I N BLUESTONE PATIO I I 1 15' 8" 17'-0" 1 8'-4" 17'-0" 3'-0" ' I 7'-10 " 88 9'-2" 7"-10" 1 8'-4" 3'-6" 5'-0" 5'-0" 6"X6" ACCI POSTS WRAPED WITH 1"X8 I 'VERATEK' I (TYP OF 6) (3) 12 NIL HEADER 3C 52 41052 1ICTURE 3052 -_(2) 9 1/4" ML HDR g / (2) 9 1/4" ML HDR rn II I —I i------ --d i III N I I 3068_ __ II o COVERED � �- T i OrO m LINE OF 12'-p" 1 14'-0" _ I I I I I EXISTING DECK ; PA I O I I I k I I ��C7 ���� 2'-0" N TO B REMOVED i i Q' I I I /I I I `til � N E W 0 r. o 11 , v SCREENED N cr (j1 1 1 1 F A M I L Y !S I I I FRAME WALL TO UNDERSIDE Z II P R C H rn OF NEW PORCH RAFTERS o R O O M Z o t0 11 O N X F T-----1 V, — = Gy — I I 2832 2832 `N I �: 1 I O u 00 r I � II III F� 1 1 S DETECTOR O SMOKEI L r'� Q II = 2x10 CJ 16'-95"I-- 1 016 OC. Z II F o I I I o 00 F I EXPANDED II v Q 1 I o K I T C H E N I � o� I s 1 I 0 11 1 �, < I 1110. N II N 111 1 1 %� 151rv-------- -- I - N III N ^ I �� 1 3�"O STANDAR6 STIEEI P COLUMN N NEW 7"X16" PARALAM UPSET FLUSH �� 1 9 III AT EACH END FTLTEA00 _ REMOVE EXISTI G _ _ _ _J ___________ _ BOLTED CONNTIO�N 7�O1C NC.& STL BM_ N I 1 OV�WINDOWr _ --- - --- -- ---'hFG� CLOSE EXISTINQ I CLOSE EXISTING o z� FRENCH WOOD SLIDING DR o �P DOOR OPENING I NG iv U Q M iv ® 1 LINE DF EXISTING WALLS NEW INFILL ICONSTFUCTION NEWRI FI LNICONSf CTION ® ® TO B REMOVED (TYP.) � vJ (2) 11 1/4" MLHDR r ISLAND 0 0 5'-4 ,� F EXISTING WALLS ? w REMOVEw^ C L 0 S E T N �' o-j NO CHANGE (TYP. R ® ABOVE FOR NEW o o � iy 0 Z Q MOVE XI TIN G R N 3068 „ CANTILEVER , _ co m OOR P NI G t o tO? L� A Z �Z= N o �N ®o z z "ol (3) 9 1/4" ML FLUSH ®0 RELO ATE DOOR I O W w4l EXISTING CHIMNEYJ o w NEW 3 6 �— W TO REMAIN SELF LO IN 6 LABEL RCD EXISTING CD ?o 9 1/2" TJI JOISTS I 0 (f Q L I V I N G 6� �, ADO 230 SERIES 1 R 0 0 M ; 0 16" OC. Q U SMOKE PANTRY N REF, — R-19 INSULATION e (D—DETECTOR E X I S T I N G I+)Io0 1 10 _ 2_ CAR �00 00 0 U N 03 o LINE OF EXISTING WALLS -- N a_� '- =------ --- Q-- W o G A R A G E N iv iv I I TO BE REMOVED (TYP.) I °" 1 cn �, 1 HR. RATED N N /W/� j N N j j ; L_ INE OF EXISTING W LLS `b I U 5/8'WALLS & CEILING E X OCK I s T"EXISTING 2"xlO" 1JBE REMOVED ( CLGJST. I IXIINJ EXISTING 0 16" OC. 11 D I N I N G 2 x8 RR 1c, R 0 0 M REMOVE EXIS ING ROOF II ��yy O 16 OC. I'I ©MONOXIDE " P R 0 P 0 S E D RAFTERS AB VE EXISTING E IS11N WALLS "c"�D° L.L DETECTOR , qEXISTING W 40 GARAGE. SISTER NEW JOISTS N CHANGE (TYP.) I L1J M BEDROOM # 5 A T TO EXISTING EX STING WALLS E X I S T I N G 3_q^ "' 0'- io 11 n, m (TYP.) �8/ N CHANGE TYP. � FOYER v I® SMOKE I ^ 11 TO EXISTING 11 C) e ' O—DETECTOR EXISTING WALL5 In \ 'co NO CHANGE ( ,) SHOWER 17'-3" io ISTIN 15'-4" i 9'-4" UP 12'-2" N REMOVE EXISTING WINDOWS _"' LINE OF WALL ABOVE_ REMOVE AND REPLACE REMOVE EXIST. G.H. DOOR REPLACE W/9 80 O,H. DOOR41 11 of io WINDOWS PER OWNER N NEW INFILL 2"X4" EGRESS EGRESS EXISTING ENTRY PORCH EGRESS EGRESS FRAME WALL o NEW 1 1/2" ICK BLUESTON ZREMOVE E<ISTING L E G E 14 D 2"x8" RR 2"x8" RR BRICK VE EER 0 16 OC. ® 16 OC, REMOVE: AND REPLACE --� WALLS I TONBE2"X4" EXISTING: COLUMNS W TH 10" PERtMA CAST REPLACED WITH 2"X6" ® 16" OC FRAMING EXISTING -------- - TO BE REMOVED 2'-51.1 12'-41" 8._04. 8'-0" 12'-8" 11'-1" 6'-5" - PROPOSED FRAME WALL 38'_2" 22'-'0" Charles M. Thomas a r c h i t e c t PROPOSED FIRST FLOOR ADDITION 456 SF PROPOSED SCREEN PORCH ADDITION = 216 SF PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 FIRST FLOO R P L A N PROJECT SCALE: 1/4" = 1'-0" GEI GER RESIDENCE 2350 BEEBE DR. t CUTCHOGUE, NEW YORK FIRST FLOOR PLAN DATE: 05/25/12 VAR 2 5 2013 PROJECT No. DRAWING BY, C.M.T. CHK BY. BI DG. PE DWG No. :'011111n.1 D o- 003- 00 3 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, ARCHITECT REVISIONS D E S C R I P T ION 43'-5" 17'-7" 15'-8" 27'-9" 8'-6j" 16-9 16 -1 10'-6j" 2'-0" 7'-0" x { 36" HIGH RAIL 36" HIGH RAIL PER NYS CODE PER NYS CODE 14' 0" 15' 1" ROOF BELOW h I SINGLE PLY RUBBER ROOFING SINGLE PLY RU BER ROOFING of a OVER 45# ROOF FELT O 3/4" CDX PLYWOOD OVER 45({ ROOF FELT 0 3/4" CDX PLYWOOD SHEATHING. 2"X10" R007 RAFTERS 016"O.C. SHEATHING, 2"X10" ROOF RAFTERS 016"O.C. ` PITCH ROOF FROM RESIDENCE PITCH ROOF FROM RESIDENCE LINE OF PROPOSED WALLS BELOW `v ,NEW WALL FRAMED TO EXISTING ROOF RAFTERS O FWG 6068 212 2N32 k 2846 FWG 6068 846 -- - - - - - �i 15'-4" (-� 5'-6" 51-6" I I I l�-15-5 01 w N - O z N al ------ I I II Li -- - --_-_ ____ --- O N --- -Z NEW Of _ I I W of o LINE OF EXISTING WALLS A Tr HOWER i I = NEW o< cn z 17-3 _ IJ F Li TO BE REMOVED (TYP,) 6� i 1 I M A S T E R ~ (3 ? M p 5 CFM E AUS N R O r'�pp X ®0 N E W FAN TO EX RIO 11 I I BATH w ®Opp `O V T w BEDROOM i " � 1 NEW I I 125 CFM EXHAUST iv ® �p p (n o IBA I I 1 -4 FAN TO EXTERIOR j� SHOWER: e �p 8'-0" CELING HT. / I I 2 ' I I Fl p6� r'00 N OSMOKE / ' 2151CFM EXHAUST ® "M00 Q S —DErEcrDR O m 0 EXTERIOR Lr--_- N E W 3'-6" \ o ?N �s LINENN � i QLINEN �66 M A S T E R W Lea_ _ LLJ BEDROOM 0 9'-0" CELING HT. O sd SMOKE `1 12" ML RIDGE 00 Q_DETECTOR AM _ _ _ �� — I r"'1 5'_7" c o s E r Gs LINE OF EXISTING WALLS �� � EXISTING RIDGE N L aa.. Ea' SMOKE O r. � e —r --� CC --MONOXIDE 'rM O~DETECTOR �O0 N 5—7 DETECTOR I I CLOSET I CN n N N �69 tip, / i� [ _ 6.-04.. 7, 0., 4'-24 ('� ® W / 0 i W 3 71M Ki ' 0 � V Z NE,W/ EXISTING (D M - - - � - - In BEDROOM \ �� BEDROOM �`°� a 2 ����Fi 3 W ®o � W.I. N 00 N 8'-O" CELING HT. o 1 CLO ET ��6 � 0 6�s CLOS T 1 8'-0' CELING HT. OPEN T>9; LO SMOKE I O~OE�ECTOR BELOW O~DETECTOR 5'-83" 1 3'-10 2"X10" RR ';oO I 0 — — 2"X10" RR 2"X10" RR — — / I u 0 16" OC. @ 16" 01�I ® 16" OC. I I I 15'-1" 3' 0'� I I 9'-4" I I 3'-0" co \ 2"X10" RR21046 3046 3046 3046 \\ I I I o p I�j II EGRESS _j (EGRESS EGRESS EGRESS — - - - - - - - - - - - - - - - - - - -� 3046 3046 EGRESS EGRESS 5'-0" 5'-0" 3'-10" 3'-10" 5'-84" 4'-2 j" 3'-0" 10'-0" 3'-0" 9'-8" 17'-9" 7'-8" 16'-0" 27'-5" 17'-7" 610-0#j Charles M . Thomas PROPOSED SECOND FLOOR ADDITION = 441 SF a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SECOND FLOOR PLAN GEIGER RESIDENCE SCALE: 1/4" _ l'-O" 2350 BEEBE DR. CUTCHOGUE, NEW YORK SECOND FL. PLAN DATE: 05/25/12 PROJECT No. DRAWING BY. C.M.T. CHK BY. t w DWG No. 1 A - oo4 00 4 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATION'S, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. An r_ . v %AJ III ARCHITECT 1"X6" V GROVE — EXISTING ROOF STRUCTURE ' EXISTING GABLE ROOF T&G VERATEK —NEW ASPHALT ROOF SHINGLES TO REMAIN —' REVISIONS D E S C R I P T I ON 10'-4" CLG. HEIGHT 8'-0" PLATE HEIGHT �'� T -- -- -- — -- -- - 1"X8" FRIEZE BOARD 11111111 fill Jill III T.O. WINDOWS PROPOSED 12" FLYING RAKE 0 I 07 5/4" X 4" WINDOW AND I DOOR SURROUNDS (TYP) T.O. SECOND FLOOR 8'-0" PLATE HEIGHT PROPOSED SHED ROOF STRUCTURE _ EXISTING ROOF STRUCTURE NEW ASPHALT ROOF SHINGLES (16" OH) NEW ASPHALT ROOF SHINGLES _ T.O. WINDOWS t I I I IA 1.1-1 H_L if II I i 4KtIMVVt Ar I REPLACE I lu I I I I UMNS WITH AST MOVE T OVERH OR. NE 90 0 'CL L D T.O. FIRST FLOOR it ITI �-rrl �-rrl I III ] Jill fill lift fill lylili IIIIPII 777 _ REMOVE EXISTING BRICK VENEER (D O E: FRONT ELEVATION Z W 1 SCALE: 1/4" = 1'-0" if _ r Q AN LU �, w U > O �- ry EXISTING ROOF STRUCTURE EXISTING L.L n NEW ASPHALT ROOF SHINGLES CHIMNEY O �i W TO REMAIN 0, MIN m NEW SHED ROOF STRUCTURE 0, Vj LJJ NEW ASPHALT ROOF SHINGLES L_1_ ■® W �,�i I C)VED AS NOTED 0 m 9'-0" CEILING HEIGHT � l,if\T B.P.# _ _ _ — ----- -- -- - =_ -- — -- 8'-0" PLA_T HEI T - ----— - Ln 1 X8 FRIEZE BOARD FEE: -� BY � T.O. WINDOWS NOTIt�� i��ING DEPARTMENT AT N 765-1802 8 A TO 4 PM FOR THE REMOVE EXISTING VINYL SIDING NEW CEDAR PERFECTION SHINGLES FOLLOWING INSPECTIONS: 10 1. FOUNDATION-TWO REQUIRED I �, I L I FOR POU D CONCRETE 36"" HI RAIL a FW 0 8 36" HI RAIL 2. ROUGH-FRS ING,PLUMBING, { PER CODE PER CODE STRAPPING, LECTRICAL&CAULKING {_1 3. INSULATION I NEW SHED ROOF STRUCTURE I� 4. FINAL-CONSTRUCTION&ELECTRICAL' NEW ASPHALT ROOF SHINGLES MUST BE CO PLETE FOR C.O. T. . SECOND FLOOR I' �I TIL4 N SHALL MEET THE E CODES OF NEW 8'-0" PLATE HEIGHT _____- — 8'�'6`uPLS�CtTELE TRESPONSIBLE FOR " DESIGN OR CON TRUCTION ERRORS. T.O. WINDOWS � .c 5� . ,h ,. .. ' :;• T.O. WIN OWS 10 ILJILLJI U& BINIi Charles M -'t` m asID ALL-E-UMB WASTE LL==j11 36 HI RAIL &WA ER NES N ED P R CODE '- ; {..ry T�STINS BEF RE Cr"V ERING a r C h 1 t e C t M PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 0. FIRST FLOOR = = RH T,(PLE �6�0 � ERTIFICATION C LATENT BEFORE PROJECT CERTIFICATE OF OCCUPANCY p: , ;4( TER GEIGER RESIDENCE STUCCO FACE OF WALL SUPPLY SYSTEM CANNOT 2350 BEEBE DR. EXCEED 2110 OF I% L EA D. CUTCHOGUE, NEW YORK ,,�'. .'•. .; ^TER RUNOFF PURSUANT T'11, CHAPTER 236 ELEVATIONS OF THE TOWN CODE. E- R E A R E L E V A T 1 0 N � °FC� 1� The design of this structure is based upon prescriptive approach using the DATE: 05/25/12 2� SCALE: 1�4" = 1'-0" Wood Frame Construction Manual (WFCM) 2001 SBC published by The American PROJECT No. Forest and Paper Association, Non— Structural elements are based upon the New DRAWING BY. C.M.T. York State 'RESIDENTIAL CODE January 2010, CHK BY. SUBJECT TO DAMAGE FROM � DWG No. GRROUNO WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD W;'_L SHEATHING USE/ HEIGHT AIR TYPE OF SNQOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION �_ 0 0 1 4070 LWAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX I WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 455 PSF 120 a SEVERE 48" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE — 6.72 PSF EDGE ZONE - 33.5 PSF RESIDENTIAL 27' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51,4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, INJ 1'VHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 0_ D ' Cv ARCHITECT 6'-0" 33'-0" 17-0 REVISIONS D E S C R I P T 1 0 N - - - - - - - - - - - - - - - - - -� I — — — — — — 31'-8" � 1 I I I 8" POURED CONCRETE FOUND TION WALL ON 8"X16" POURED CONCRETE FOOTING 1 N N I I 56'-0" 1 ADDITION 1 2'-0" 14'-0" I I 16'-8" 8'-4" I I 17'-0" 2--0 1. CONAPACT & FILLED — — — — — — M462— -IM- 4" POURED CONCRETE SLAB — — — — — — — — — I WELL (COMPACTED POROUS FILL — — — — — — — _ — G 2-2"X12" RID - r 8" POURED CONCRETE FOUNDATION I (BLUIESTONE PATIO ABOVE) 1 8 POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED WALL ON 8"X16" POURED 1 I 1 CONCRETE FOOTING CONCRETE FOOTING I 2'-0" u) 1 N E W I / N E W I L — � I I S L A B 1 1 / C E L L A R 4 POURED CONCRETE SLAB OVER 6 1 / 4" POURED CONCRETE SLAB OVER 6 I I Z Z Z w I MIL. POLYETHLENE VAPOR BARRIER I MIL. POLYETHLENE VAPOR BARRIER I I 0 ON WELL COMPACTED POROUS FILL I % ON WELL COMPACTED POROUS FILL N Z c o Gj F- W I I d (SCREEN PORCH ABOVE) 1 (FAMILY ROOM ABOVE) 0 v Q I I ~ p — � o - � p p �dj 1 Im N � SMOKE R p - Z I 1 o w a I 1 OS `—DETECTOR \N ®°i J a ow I NEW 1 °o < 1 1 REMOVE EXISTING BILCO I r — 0 p m ( 1 CRAWL SPACE o z I 1 DOOR ENTRANCE _ _ _ _ _ _ _ _ _ 4m0 a w I I 'in 2" POURED CONCFRETE SLAB o ^- — — — — — 12'-0" 41 oil 1 1 1 �N ® I i i �01: - - - - - - - - - - - — — U � I - - - - - - - - - - - � — - - - - - - NEW ao I Ln W Q ( _ CRAWL SPACE I Z I1 I I 2" POURED CONCRETE SLAB � I 0 Z 1- — — — — — — — — — I - - - - - - 4'-D" L - - - - - - - - - - - - - - - - - - _ PROVIDE 70 ^ - - - - - - -I ACCESS I - - - - - - - - - - - - - - - - - - I- r I ANCHOR AND BOND TO EXISTING Q ® C l I HWH I I I WITH #5 REBARS 012" O.C. VERTICAL I I 0 U) 0 I I a o l R � PROVIDE 5/8" TYPE "X" GYP. B I EXISTING 1 I Q io ON CEILING ABOVE FURNACE FOR 1 0 -IAT LEAST 3'-0" ON ALL SIDES AS I I :D® PER N.Y.S. CODE r CELLAR I I DROP FOUNDATION WALL g I I 1 I I TO MEET SLABS I I Q U CONTINUOUS FOOTING o z L J I i 1 1 N I I i t 0 L z EXISTING 1 1 I I n c) CRAWL SPACE I I I LL w w EXISTING 0 LLI �' XI TINq.GIRD� ER I , _ _ --f'� _ _ 8 1 _ _ I I GARAGE ABOVE i I r m 1 -+--�- -� I I I Z Li (AI ( EXISTING I w w I 1 I I FOUNDATION WALL I I O 0 I I I � i l cv ® SM F OS —DETOECTOR N KE f -IFOUNDAl10NGWALL g I I � o z L I J `cX4 r' 1 I DROP FOUNDATION WALL 7 TO MEET SLAB i Z I I CONTINUOUS FOOTING F I UP I X EXISTING — — — � L w EXISTING _ _ _ _ _ _ _ _ — — — — — — — — — - - - I FOUNDATION WALL 1 � — — — — — — — - - - - - - - - - - - - - - - -� EXISTING 10'-24° 3-44., 9'-3" EXISTING Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FOUNDATION - PLAN GEIGER RESIDENCE SCALE: 1/4" = �'—o" 2350 BEEBE DR. CUTCHOGUE, NEW YORK FOUNDATION PLAN DATE: 05/25/12 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. DA - 002 - 00 2 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD„ IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Ms.P W u 1------------ I------------- I I —————————— ——— ————L———————— ——1———————————————————---———— j LINE OF REVISIONS D E S C R I P T ION I o EXISTING DECK 1 TO BE REMOVED PROPOSED 1 BLUESTONE PATIO I 15' 8" 17'-0" I 8'-4" 17'-0" Y-O" I 7'-10$., 7'-9j" I 9'-2" 7' 0" 1 8'-4" 3'-6" 5-0 5-0 5'-0" 3'-6" 6"X6" ACQ POSTS WRAPED WITH 1"X8 'VERATEK' (TYP OF 6) (3) 12" NIL HEADER I 3 52 41052 ICTURE 3052 (2) 9 1/4" ML HDR - - _ _ I _ _ <;� _ � / (2) 9 !'/4" ML HDR --- - � �__ zz_ _-_-_-_-_-_ ----- --- _- -------- ------- -- I --- -- -------- ---------- -a- --- -- ------- N - -------- ---------- Y— I N N Ico II � 3068--� --- � .r-�--T �.�� N 10) II , COVERED I I I I I . I LINE OF 12-0" I 14-0 = I PA 10 1 I I I b I I y�' • - 2'-0" 1 EXISTING DECK rn °J 1 I I I �Q. N E W 0 TO B REMOVED 11 �ry Z N I I = I II I S C R E E N E D �' Of cil _i_� i-i_ F A M I L Y II I FRAME WALL TO UNDERSIDE � � Z P R C H rn OF NEW PORCH RAFTERS o R 0 0 M 3 Z 0 0 11 0 x �I T 00 O I I 2832 2832 `�T11 I SMOKE U M 1 L in to H cp <D 0 — — I / F� Q_ `—DETECTOR 0 2x10" CJ J0 16'-95.,I— — o I I N O0 16" OC. Z 8 Q o EXPANDED g g f S20) II a K I T C H E N III oR r-- - ,,�---- �,L=_- ______ _�____�� m III x i°? I �� KID 3 "o STANDARb STIEET FTI COLUMN N I I N III iv I �F 1111 AT EACH END dF 'T� �EA N REMOVE EXISTI G _J - NEW --- PARALAM UPSET RUSH V�_ L 9� _ 1111 BOLTED CONNE(�'I,TIQNN I C NC.& STL BM_ — — — — — — — i — 1 oW-WINDOV� — — - ---------- --- -- _-_ � � ---- F-I K CLOSf EXISTiNQ I N CLOSE EXISTING `01 o Z o I I 0 FRENCH WOOD SLIDING DR o ® �'s� I DOORI OPENING I I DOOR OPENING cv m 1 --- N I LINE F EXISTING WALLS 1 NEW INFILL CONSTFLICTION NEW INFILL CONS AUCTION n� ® TO B REMOVED (TYP.) 0 -F (2) 11 1/4" ML HDR is L A N D ,�„� '-11" z 0 15'-4" 21'-10" o - - - rt N 0 t✓ EXISTING WALLS in Z REMOVE w w^ C 1.0 S E T C" -i NO CHANGE (TYP.) 1,V) ABOVE FOR NEW 0 0 o N 0 0 w- MOVE XI TI vi z 3068 e CANTILEVER 0 F-_ 00 � OOR P NI 0 ? a z Aim Z c0?= o o 0 � z 00 C(3) 9 1/4" ML FLUSH " " j RELOCATE ATE DOOR / 00 oIt EXISTING CHIMNEY Li E` 6 TO REMAIN NEW 3 SELF CLO JIN — CD EXISTING o 91/2" TJIJOISTS .I Q V/ 0 L I V I N G ' 2�6� _ i 1 230 SERIESOD V R 0 0 M INS 16" OC. Q U � M I R-19 INSULATION 5 SMOKE PANTRY O �, REF. EXISTING e —DETECTOR e II 2'- ° C A R �0 U N I A I I N 3'-,e'=-==__ ___ G A R A G E N W W C,, ►�loo r%�oO LINE OF EXISTING WALLS 3'-7" N �, o c� 00 TO BE REMOVED (TYP,) I Iz` ° ( �, 1HR, RATED cv (n II a 5/8" TYPE X SHEETROCK CA N I I INE OF EXISTIN WALL4S_4 I U WALLS & CEILING 0 [� EXISTINGI 3. ,, TO BE REMOVE CLGJST. I I w - - - - - - - 0 0 16" OC, I I E X I S T I N G 0 W 2"x8" RR R D I N I N G06 REMOVE EXIS NG ROOF m ©^MONOXIDE U RAFTERS ABQjVE EXISTING E ISTINP WALLS "NCO ♦ III DETECTOR R 0 0 M EXISTING GARAGE. SISTER NEW JOISTS AN I�I � vn o N CHANGE (TYP,) � ■® W EX SUNG WALLS o '' SMOKE . A T TO EXISTING N CHANGE (TYP.) EXISTING S ,_ SO _ 3'-4" J `DETECTOR cTlUT-11 F O Y E RI I TO SREMAIN1 EXITING �B EXISTING WALL SHOWER III� 0 (CC) NO CHANGE ( P,) N I � to XISTIN 15'-4" n 9'-4" UP 12'-2" REMOVE EXISTING i M LIME OF WALL ABOVE_ _ WINDOWS — -� 2432 REI.40VE EXIST, G.H. DOOR REMOVE AND REPLACE t REPLACE W/9 80 O.H. DOOR of101 WINDOWS PER OWNER iv I lk NEW INFILL 2"X4" EGRESS EGRESS EXISTING ENTRY PORCH EGRESS EGRESS NEW 1 1/2" THICK BLUESTON REMOVE EXISTING FRAME WALL L E G E N D � I RR BRICK VENEER ® 16 " RR OC. ® 16 "OC. - EXISTING 2"X4" REMOVFE AND REPLACE WALLS TO BE EXISTINJG COLUMNS TH REPLACED WITH 2"X6" 10" PEERMA CAST ® 16" OC FRAMING ' 10' 0" EXISTING -_-___----_J - TO BE REMOVED 2'-51" 12'-4�" 12'-8" 11'-1" 6'-5" - PROPOSED FRAME WALL 38'_2" 22'-10„ Charles M . Thomas 61'-O" a r c h i t e c t PROPOSED FIRST FLOOR ADDITION = 456 SF PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROPOSED SCREEN PORCH ADDITION = 216 SF _ F I R S T F L 0 0 R PLAN PROJECT SCALE: 1/4" = V-0" GEIGER RESIDENCE 2350 BEEBE DR. CUTCHOGUE, NEW YORK FIRST FLOOR PLAN DATE: 05/25/12 PROJECT No. DRAWING BY, C.M.T. CHK BY. DWG No. A❑- 003- 00 3 OF Y THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, II`N WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. oc\1 ti" OT .v/� ARCHITECT Y REVISIONS DESCRIP T ION 43'-5" 17'-7" 15'-8" 27'-9" 2'-0" 7'-0" n x X 36" HIGH RAIL 36" HIGH RAIL PER NYS CODE PER NYS CODE 14' 0" �,. ROOF BELOW _ BALCONY � \ BALCONY 0 of SINGLE PLY RUBBER ROOFING SINGLE PLY RU BER ROOFING OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD OVER 45y ROOF FELT Oil 3/4" CDX PLYWOOD �r SHEATHING. 2"X10" ROOr RAFTERS 016"O.C. SHEATHING. 2"X1O" ROOF RAFTERS 016"0.C. , x PITCH ROOF FROM RESIDENCE PITCH ROOF FROM RESIDENCE LINE OF PROPOSED WALLS BELOW x NEW WALL FRAM D TO EXISTING ^ fy [ROOF RAFTERS _2\` 0 i � FWG 6068 2432 2 2 2846 FWG 6068 2846 - - - Z 0 15' 4" r m r -- - 5'-6'"' 61-6 I I I 1�-15J-5 (2) 9 1/4" ML HDR ! �j W .. z N N I II u N 0 N --- -- - ____ -------- RE DO O z EXISTINCG I I I I 3 z L1J o UNE OF EXIS NG WALLS A T' HONVER 4- I o r NEW c� O< O z 17'-3" ui TO BE REMOVED D (TYP,) 6q� I I t'_�? ioLd m ■era � � CO 5CFME . AUS II I ,F M A S T E R1� � _ � O w ®O FAN TO EX RIO I j "y B A T H x o (O U w * ��ta' Q O o� I ELAOC TE H I I 125 CFM EXHAUST N ® 00 " TH I I 1 -4 FAN TO EXTERIOR X= 1 t r U SHOWER! 8'-0" sMoNG HT. I I 2 11 (1 tipper ?06� g'_1" KE O DETECTOR Q/ m 215ICFM EXHAUST k rAH O EXTERIOR t_ --- NEW 0 U i oil p LINEN M A S T E R `° �J I I EXI TING O � ea L 1,2 -LINENNJI N 66� B ED R 0 0 M 0 W 9'-O" CELING HT, — BEDROOM SMOKE 12" ML RIDGE 00 � ry O~DETECTOR — —rAR I Q 66 LINE OF EXISTING WALLS Cod `I EXISTING RIDGE SMOKE N J k = G; —MONOXIDM11-E M O--DETECTOR 0 !� r7 � 0� DETECTOR W c*4 N 6'-03" I 4' N i\ 4 LLJ 7. 011 � �wee L1J Y W z w 3' 4" 13R( \"y/ N 2' a" V Z I O w ®0 EXISTING � O< — _ — — — Ln B E D R O O M z c o= N 2 W ®F- W.1. N 00 OPEN)TM 8'-D" CELING HT, u) CLO ET �y�6 o °s8 CLOS T BEL(OW SMOKE I O—DETECTOR 5'-83" 00 3'-10 2"X10" RR A00 I o — — 2"X10" RR 2"X10" RR — — � 2X10OR C. I — J o — — — — — — Z0.46— — — — 3046 3046 3046 1 — — — _ — EGRESS I (EGRESS EGRESS EGRESS -L eE E010F EXISTING WALL N _- _ `VC2D3� — -- — — —_—_—_—_—_—_—_—__- EGRESS EGRESS LINE OF EXISTING WALL BELOW 5'-0" 5'-0" 3'-10" 3'-10" 5'-84" 4'-21 3'-0" 10'-0" 3'-0" 9'-8" 17'-9" 7'-8" 16'-0" 27'-5" 17'-7" i 61'-0" Charles M . Thomas PROPOSED SECOND FLOOR ADDITION = 441 SF a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SECOND FLOOR PLAN GEIGER RESIDENCE SCALE: 1/4" = 1'-0" 2350 BEEBE DR. CUTCHOGUE, NEW YORK SECOND FL. PLAN ��. DATE: 05/25/12 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. A - -4- 00 4 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Y i V Kyy` i cy ARCHITECT u 41 �- REVISIONS DBE S C R I P T 1 0 N i 'I PROPOSED BRICK CHIMNEY 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT T.O. WINDOWS_ -T.O. WINDOWS 36" HI RAIL co PER CODE I REMOVE EXISTING ROOF RAFTERS OVER GARAGE IIaJ SECOND FLOOR I - - T.O. SECOND FL00 0 - - t 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT T.O. WINDOWS —T. WINDOWSLL — — c I I o o in m m I io co 2852 2852 2852 1E EGRESS EGRESS REMOVE EXISTING VINYL SIDING o NEW CEDAR (PERFECTION SHINGLES O T.O. FIRST FLOOR T.O. FIRST FLOOR — T 11 O i i Z z IND L-Li E R I G H T S I D E E L E V A T I O N in 3 SCALE: 1/4" Y Q W U r) U wUL W 0 Im O W � m W ■�s1■ W O Eff EXISTING ROOF STRUCTURE EXISTING NEW ASPHALT ROOF SHINGLES N CHIMNEY TO EXISTING ROOF STRUCTURE REMAIN TO REMAIN 8'-0" PLATE HEIGHT _2• T.O. WINDOWS_ 'a 1" I $ 0 0 i i i ro 2446 _ — — — — — — T.O. SECOND FLOOR Thomas - - - - Charles M . 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT - T.O. WINDOWS a r c h i t e c t REMOVE EXISTING VINYL SIDING - - - PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 u { NEW CEDAR PERFECTION SHINGLES PROJECT r GEIGER RESIDENCE r 2350 BEEBE DR. T.O. FIRST FLOOR -- ( — — T.O. FIRST FLOOR CUTCHOGUE, NEW YORK SIDE ELEVATIONS E LEFT SIDE ELEVATI 0 N DATE: 05/25/12 4 SCALE: 1/4" _ 1'-0" PROJECT No. I DRAWING BY. C.M.T, CHK BY. DWG No. [ANO-0-51-1-001 5 OF THESE DRAWINGS AND ACCOMP ANYING SPECIFICAITIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD„ IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. l ' ,i r � •�a�'x'1j cv TYPICAL ROOF CONSTRUCTION ,�� ,1_� y p AT ASPHALT SHINGLE ROOFING OVER 151 ROOF FELT ON"1;2M RDXF RAFTERS 16TM0 C. EXISTING RIDGE BEAM ��; P'�/ 2 X 0 0I v J CJ,'� , ARCHITECT NEW ROOF REVISIONS D E S C R I P T 1 0 N • EXISTING ATTIC 8'-0" PLATE HEIGHT _ 8'-0" PLATE HEIGHT _T.O, WINDOWS TYPICAL ROOF CONSTRUCTION T.0. wlNDows ASPHALT SHINGLE ROOFING NEW OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHIN , To 2"X10" ROOF RAFTERS 0 16" O.C. TOBEDROOM A T o °° 1 o ro o TYPICAL CEILING CONSTRUCTION TOBEDROOM t o 2+_ 2" X 10" CEILING JOISTS 0 16" O.C. W/ R-38 BATT. INSULATION UPSET'rFPARALA I T.0 SECOND FLOOR T.O. SECOND FL00 8'-0" PLATE HEIGHT EXISTING "00" CLG J T. 8'-0" PLATE HEIGHT - - 0 16 OC. T. WINDOWS =-- TYPICAL WALL CONSTRUCTI01�fiT.0. WINDOWS- 00 !i CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X REMOVE AND REPLACE PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. EXISTING COLUMNS WITH OPEN TO REMOVE EXISTING OPEN TO R-15 INSULATION o 10" PERMA CAST LIVINGROOM (I WALL LIVINGROOM co 100II TYPICAL FLOOR CONSTRUCTION EXISTING ENTRY PORCH II 0 0 0 0 9 1/2" (230) TJI FLOOR JOISTS A 16"O.C, NEW 1 1/2 THICK BLUESTONE II W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT, INSULATION T.O. FIRST FLOOR G BLUE STONE T.O. FIRST F OOR - EXISTING — -III--1 I I—I i t—i I I—III—III—III—III—I 1I- I—IIII—III I I I—I 1=1 11=1 I I—III—I I I—I I I—I 1=1 0 N E W I— ' I'I R �II—III I—I --11=1 —I 1=1 1=1 11=1 1=1 1=1 I I >- 0 I_I i I_I I I-1 CELLAR I I _J tlI I I -1 I I-I1l1 I-1�1 I_I i I_�I_I•I—I I_11i I Il I_lII I I___I I-_III-1 I I_I i I_I I _ EXISTING N W U N t'T UW J N II I II I III I I II111 C E L L A R I_I ,I I-„I��q- I ` l iQt-- I IIIIII1111111111111 1►I►i111111111 11111 ° =III=III=1 I i- III=�"'- —�fjI IfYi'-1 I I=III=1I 00 =111 �'� �t'�Ilr �ll"� 1=III=III=III=III=III=111 � i 111= 11=III=1 z z Z O III=1 —i 1—I I—I I—I 1—I 1-1 1=1►1=11�=1 I-1 I-1 I-1 I-1 1= —1 1=1 1=1 -2 w LIQUID MEM AT_ERPROOFING_COVE OVER FOOTING (TYP) 0 � 4" POURED CONCRETE SLAB < U 4 MILL VAPOR BARRIER I-- EXISTING ADDITION Q U W umW C R O S S S E C T I O N 1 0 O � o SCALE: 1/4" = 1'-0" O W m ..� m o In N 4" VENT 4" VENT THRU ROOF THRU ROOF (TYP,) (TYP.) ——JI JIL -T- i I I " I I „ I I „ I I t t/2"v I �-2 v � 1-1/2"v , `i'-2 v 'v 2 v t-11A I I I I ' 1-1/2 v--b I I I / I LAV i i W.C. LAV i I W.C. i 1-1 2„V I W.C. i LAV I LAV I I I I I I I o SH PEER I SH WER SHOWER I I SECOND FLOOR 1-1/2" 3" 2" 1_1/2" 3" �„ ; 3" 2" 1-1,2" Charles M . Thomas I „ a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I I PROJECT KITCHEN SINK I CONNECT TO APPROVED F.A.I. & SANITARY SYSTEM GEIGER RESIDENCE ei, -0 2350 BEEBE DR. FIRST FLOOR CUTCHOGUE, NEW YORK 3' CO S E C T 1 0 N S PLUMBING RISER DIAGRAM T DATE: 10/20/11 �I S C A L E• ' V . T. S PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No, [A]-10061-FO70 6 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIOPNS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, INJ WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 � ��Ps CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS r o 0 PIPING - R 6 0 2. 7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/GREATER L/180 SLOPES THAN r W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATEA - M TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALL IN STUD INTERIOR WALLS AND H/180 f! 4" JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BORED HOLE MAX CEILINGS DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND z NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% o BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 - 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE „ / / NSTALLED IN ACCORDANCE 5/8 MIN, TO EDGE 5/8 MIN, TO EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/24o p ALL PANEL EDGES) „ WITH BRITTLE(b) FINISHES „ a 8d NAIL AT 12 O.C. ON ALL EXT, WALLS-WIND LOADS L/24o 5/8 MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED AND BRIDGING BLOCKED AGAINST a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be token as 0.7 times the N OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT W AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o EARING ALL PANEL EDGES) BE LOCATED IN THE SAWE b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND NCB MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED �n LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not ]JI BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o OR BLOCKING 16d NAIL AT 24" O.C. INSTALLEDOOD (INTACCORDANCE WFCM 2001 SB'C HIGH WIND EDITION notRAL PANEL rex eedoom dL/12p or patio covers, the total load deflection shall WFCM 2001 w JCJIST o WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 SB C HIGH WIND EDITION SILL PLATE SECTION 3.4.3.1 . 1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE: 8d NAIL AT 6 O.C. ON ALL SECTION 3 4.2. 1 . 1 FIGURE 3.3 A COVERING DEAD LOAD OR BASEMENT- SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CORNER DETAIL FRAMING NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 � FOR EXTERIOR, BEARING AND INTERIOR BEARING WALL 2x4 CONTINUOUS 9,, ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. � r NON-BEARING WALLS: R602. 6 (� ) 8C (2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN M 2 TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED / ( ) Ld 0 . WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST � W FASTENER SPACING SEE STUD TO RAFTER z 0 FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS 0 PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALL CONNECTORS Q TYPE 2 FEET 4 FEET < 6 FEET 8 FEET 1/2' SPACING-\ A A R QUIRED cl� Vj ALLOWS INSTALLATION 2 1 /2" #6 16„ fig„ 12►' g" HOLDDOWN 10-8d WOOD SCREWS NAILS J HEADER STUDS WA STUDS LENGTH 5d COOLER NAILS AT 10 O.C. o Q WO/ „ # " DOUBLE( SUDS F_ _ OD SCREWS 16 116 16 12 STUDA IN.)RE ° ° CORNER STUD A A NOTE: 2%4" BLOCK NAILED TO EACH UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS° CONNECTED TO BLOCKING z a. THIS TABLE BASED ON 110 MPH WIND SPIEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD (PHD5) AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPIOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° ° NOTE: SIMILAR N UPL ADDITION TO CONNECTORS AT r0 W o ° CONNECTION AT CO NEC R 5d C LER NAILS AT 7 O.C. Q c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. LL IR uIR WALL STUDS AND AT TOP AND Z ° FOUNDATION. BOTTOM OF CRIPPLES (� 20 GAUGE STRAP d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON LiJ _ ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° ° NAILS AT 6" O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS (� WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL r I END WALL e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 M) I FI3. 7b) C0NNECTI0NS FOPENINGSo W SUBFLDDR (WFCM FIGURE R E FOR � � EXTERIOR WALL STRAPPING SCHEDULE ' ' 8d NAIL AT 4 O.C. I I ,�, ENDWALL STUDS AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDONNS NOTES ; I FACE OF FOOTING NAILS CEILING BRACING GABLE ENDWALL �- RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST LLj 12" MAX. (WFCM FIGURE 3 . 7 a RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER f-- O 8-8d TO STUD CONNECTION ` ci NAILS BASED ON 2-8d TO PLATES I I o SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD CONNECTION :'i' TOP PLATE U w STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD 1 ` < (D PROVIDE RAFTER TO RIDGE TENSION STRAP 4-8d TO PLATE •� ° �� H NO CEILING -CENTER 2x BLOCKING RIDGE HANGERS IF O * NOTES: ° H/2 BUT NEED JOT ����1 H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8--8d COMMON NA%S XX REQUIRED RAFTER TAILS ARE NOT EACH END OF 1 -1 /4 0 ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° ° ° EXC ED 15 FT. 'AX. E CEED 40 FT. MA STRAPPED TO TOP / N CONSTRUCTION SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o ° 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP ' HOLDDOWN -CORNER STUD � ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILIING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° ° CONNECTED TO :2z NAIL PENETRATION INTO FRAMING IS ACHIEVED. (PHD5) ° o BASED ON SHEARWALL REQUIREMENTS L)TRANSFER SHEAR CC �EARAN CE FROM SCOPES GABLE ENDWALL, BALLOON FRAMING ° ° FLOOR TO FLOORFOUNDATION INSTALL THROUGH FIRST FLOOR SHOE. ° DOUBL( PREFERRED METHOD z E AT HHAROIWARE CONNECTION RAFTER < J 8d NAIL AT 12 U.C. ON o HOLD DOWN ALL FRAMING MIEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES 3 20 GA. STRAP- WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W RIDGE BEAM 1 WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT � .�.� W 8 8d NAILS 3.7a & 4.7b) PHD5 24,. O.C. RIDGE TENSION STRAP DETAIL- CTABLE R301 . 5 NOTES/C ) Cn U EACH SIDE 0 CM CM FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING ^- 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R 3 01 . 5 0 a) -- EDGES SECITRON R802.4,1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE r- WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND cm INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO .�..1 NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED L 0 A D S, ( PSI ) -- CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 } WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z A OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD (� BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE REQUIREMENTS. ac GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o i8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 30D POUND a COSIMPSON STRONIG TIE HDU 6" O.C. ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 u, S I m p s o n Strong- Tie ®II SIZE PER MOST RECENT I ATO�ALL PANEL ( INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ® d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT A35 Chimney Framing TABLE R301 . 2. 2. 2. 1 o EDGES) ANY POINT ALONG THE TOP DECKS 40 o dh e. SEE SECTION R502.2, FOR DECKS ATTACHED TO EXTERIOR PASSENGER VEHICLE GARAGES 50 3ROOF RAFTER RIDGE DETAIL 0 WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE®I DEAD LOADS PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED C L � I ACCORDANCE WIITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 0 3 SCALE: N.T.S. II NAILING SCHEDUILE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED C. (TABLE 3.1, WCFM 2CJ01 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ROOF CEILING ROOF CEILING a LOAD REQUIREMENT. (� o DEAD LOAD DEAD LOAD HIGH WIND EDITIO)N) 3 g, APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS a z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING RO S . 30 ROOF ONLY 1.0 1.2 AT PANEL EDGES AWN (g) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE �,� PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1.1 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 e. e FRAMING MEMBERS NIOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong- Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: EXTERIOR CORNER FRAMING 1. THE ATTIC COAREA IS ACCESSIBLE BY A IN ACCORDANCE PULL 0 807 1TAIND AY 2 COR N E R BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED 3 SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3 2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM HIGH WIND E D I TI 0 N SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American �4 Forest and Paper Association. Non- Structural lements are based upon the New �" •\ CONNECTIONS RESISTING LATERAL & SHEAR LOADS P P GENERAL NOTES: Q .d/ NAILING SCHEDULE York State 'RESIDENTIAL CODE January 2010. � s ,*'^�"� �y� � � MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all state, ' ANCHOR BOLT CONNECTION FOUNDATION NOTES 1.2.3.4 F the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances CV RESISTING SUPPORTING {� NUMBER OF NAILS NAIL SPACING 1/2" ANCHOR BOLTS 30 sheet no. 1 having jurisdiction and best standards of construction J dy JOINT DESCRIPTION All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301,2.1 The American Institute of Architects Conditions shall apply \ 4_8d PER RAFTER 1. PRESCRIPTIVE OMITS ARE BASED ON A SUMPTIONS IN TABLE 3.2 Design Criteria-Section R301.2.1.1, (See Table R301,2.1.2. for Wind-Born Debris to all work performed on this project. RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule FOr Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER LA THE TABULATED. priore coo must be brought to the attention of the Architect 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3,4,4.2:. FOR Dead Load-Section R301.4 & R 301.2.2.2,1 P 9 FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Load-Section R301.5 prior t0 commencement Of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Light and Ventilation-Section R303 responsible for corrections not reported once he has started work 9-16d EACH LAP 4, FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATfERAL Minimum Room Area-Section R304 except for hidden job conditions. CEILING JOIST OVER PARTITIONS FACE-NAILED CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Sanitation-Section R306 equipment incorporated in the work will be new, and that all work - KING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOC Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. ~' TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Corports-Sect Ion R309 4, The Architect shall not be responsible for the construction means, a_ ORPANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Exit-Section R311 precautions and programs in connection with the work, and he N t INCHES O.C. N 1 - ANCHOR r Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT 4' PERIMETER 16 E Romps-Section R311.6 the work in accordance with the construction documents. The N TOP PLATE TO TOP PLATE EDGE ZONE F N Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by w TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents 2-16d 24' O.C. INTERIOR ZONE 16 Guards-Section R312 and/or the building as designed without the expressed written STUD TO STUD FACE-NAILED F Smoke Alarms-Section R313 consent of the Architect. 16d 16" O.C. ALONG EDGES E 4 (SEE NOTE 4 Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER FACE-NAILED GABLE ENDWALL RAKE AND RAKE TRUSS F Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Insulation-Section R316 Compensation, etc.) and general liability in an mount not E- NAIL SPACING AT PANEL EDGE (IN) 3-16d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 less than S 5 million and automobile liability and damage O 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R319 coverage not I@SS than 2 million. The Architect shall be > FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Termites-Section R320 amed Insured On any and all policies. w MEMBERS WITH G>0,49. FOR FRAMING MEMBERS WITH 0.42<G<0,49 THE NAILING SPACINGS SHALL BE REDUCED Site Address-Section R321 . Provide 0.025" of a meatol shield, other than aluminium, over fibrous FLOOR FRAMING TO 6 INCHES 0. C. insulrlion at all perimeter sills. 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 7, All wood in contact with concrete Or masonry to be Wolmonized 4-8d PER JOIST MEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Construction-Section R324 or p e single a creosoted. 4. TABULATED 4' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSs FRAMING 8. A single station smoke detector alarm device shall be Installed BRIDGING TO JOIST TOE-NAILED 2-8d EACH ND MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED 9 each bedroom, On 011 floors and shall be all interconnected per code. TO 3 INCHES 0. C. Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated) BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code, TABLE 3.10 WFCM 2001 HIGH WIND EDITION at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. 3-8d PER JOIST THREE SECOND GUST found upon excavation, 0 JOIST ON LEDGER TO BEAM TOE-NAILED WIND SPEW(MPH) 85 90 100 110 120 130 140 150 or test hole, for alternative footing and foundation wall design. re All electrical work . and accordance er the rules and regulation of N.Y,B,F.U. and a N,Y.B.F.U. certificate is 3-16d PER JOIST E F E F E F E F E F E F E F E F to be presented to the Owner at the completion of the job. r- BAND JOIST TOJOIST END-NAILED SHEATHING RAFTER Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department stondard%. bi 0 0 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED SPACING OR 10 D BOX NAILS (INCHES O.C.) 8" poured concrete foundation wall, 8'-0" high, 3000 test ` V (SEE NOTE t) (INCHES OC) ,.p „ 9 # 13. Do not scale drawings. Use figure dimensions only. ROOF SHEATHING 12 s 12 s 12 6 12 1z 12 12 12 �112 Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York: $d (SEE TABLE 3.10) INTERIOR 1E 12 12 12 12 16 x8 poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be doubleSTRUCTURAL PANELS zoNE 19.2 1 1 1 6 1 6 1 1 z 2-1 3/'4 x11 7/8 Microlam Girder (or 3 1/2 xit 7/8 Power Beam) glazed and all exterior door to have insulated cores. (' ' . I DIAGON AL BOARD SHEATING PERIMETER ?2 6 12 6 12 6 12 6 1 6 1 6 1 s 6 6 s 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these pions exceeds z W EDGE 1s 2 6 1 P 6 6 63 61 63 6• � F Damp proofing at exterior foundation below grade-Section R406 the Codes minimum standards. IJ 1"X6" OR 1"X8" 2-8d PER SUPPORT ZONE z4 12' , , , 30"x30"x12" deep poured concrete column footings, 3000# test 16, These drawings and specification are instruments of service and CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for O 1"X10" OR WIDER 3-8d PER SUPPORT CABLE ENDWALL RAKE OR RAKE TRUSS W OOKOVT BLOCK 6 6 6 s 6 s 6 6 4 4 Deck and porch flootings as noted, 3000# test, p which the made is executed or not. The may not be used GABLE ENDWALL RAKE OR RAKE TRUSS W/O RAKE OVERHANG s 6 s 6 6 6 6 6 6 s 6' 6' 6' 6' 6' 6' 48" minimum buried depth Y Y Y CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. U SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained for site supervision, on-site GYPSUM WALLBOARD 5d COOLERS 1„ EDGE / 10" FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS All footing to be carried down to undisturbed soil Inspection and certifications as required or requested by the Owner, Q SPACING OR 10 D BOX NAILS PER SUPPORT contractor or local building department. WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing J J T x e OR T x e SHEATHING H12 - C) z 2 2 z z 2 z z 2 2 2 z 2 z 2 z Pour no concrete on frozen ground or In freezing water. 0 STRUCTURAL PANELS 8d (SEE TABLE 3.10) T x 10 OR LARGER SHEATHING 12 - 19.2 3131 3 3131 3 3 3 3 3131 3131 3 3 3 Provide 3 1/2' steel lally columns. Q Backfill shall not be placed against the wall until the wall has sufficient FIREBOARD PANELS E- NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS L- �� " F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) braced to prevent damage by the backfill (Section R404.1,7.) f 7/16" sd 3 EDGE / 6 FIELD 1, FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET D EACH Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS 8d 3" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floor framingshall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND Z 25 32" / 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Draftsto in - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT I ' I 5d COOLERS 1" EDGE / 10" FIELD 3..FOR EXTERIOR PANEL SID49. FOR FRAMING ING GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6, O Fireblocking 9 Section R502.13, CONSTRUCTION CATALOG C-HW02 Q "`" GYPSUM WALLBOARD FOR COMMON NAIL 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: HARDBOARD •= SSTB28 WITH BEARING PLATE, SEE FOUNDATION Siimpson Strong-Tie W 8d (SEE TABLE 3.11) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4 plywood sub floor, fasten per Table 3,1 WFCM. NOTES FOR SPACING (n PARTICLEBOARD PANEL Floor Joists: see Foundation and Floor Plans, spacing as noted. 11210 2X6 DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Fasten per Table 3.1 WFCM, LOADS EXPOSURE C 2-2x6 ACQ sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE; AT EACH RAFTER Q W • 1"X6" OR 1"X8" 2-8d PER SUPPORT Finish floors per agreement. LTP4 16= O.C. AT EXTERIOR PERIMETER SHEATHING LOCATION A:17 GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" 1"X10" OR WIDER 3-8d ER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END OR PANEL SIDING FOR 8d COMMON NAILS Wollfroming and finishing shall be nailedand or screwed in accordance with ( ) r: FLOOR SHEATHING N WFCM, Table 3.1 table 3.3B,sections 3.2.2.1. 3.2.2.2. 3.2.2.3. 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: (SEE NOTE 3) (1 2 ANCHOR BOLTS) 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. NOTE: STRUCTURAL PANELS a" EDGE ZONE 16 E 6 Overhan s as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 8d b" EDGE / 12" FIELD F 12 SEE NOTE 2 g 1' OR LESS E 6 Vinyl vented soffits. „ ~ INTERIOR ZONE 16 F 12 Alluminum gutters and leaders, Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: L MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1" 10d 6 EDGE / 6 FIELD Tyvek housewrop. MTS 36, 16" O.C. " 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. BOLTS, AT 16 ON CENTER DIAGONAL BOARD SHEATING USE R TO NAILS AT EACH END (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1"X6" OR 1"X8" 2-8d PER SUPPORT 1/2" Gypsum wall board WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND META 36, 16~ O.C. Strong-Tie 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C THREE SECOND GUST 5/8"Type X GWB In garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END 2 �? WIND SPEW cures) 85 90 100 110 120 130 140 150 1/ " MR GWB in wet areas Siim son p gTie STRUCTURAL SHEATHING At least one window in each sleeping room shall comply with the exit reqirements RAFTER TO STUD CONNECTION USE: O 1, NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS E IFJE IFJE IFIE IFIE IFIE IFIE IFIE IF of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 N NAILED 3" ON-CENTER AT THE PANEL EDGE SHEATHING STUD Note drilling and notching limitations in figure R602.6(i) for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST :2z TO OBTAIN HIGHER SHEAR CAPACITIES. NAILNG REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR LOCATION SPACING MAXIMUM NAIL SPACING FOR sd COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (SEE NOTE 1) (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Follow exterior corner framing detail figure R602,10.5 H7 EACH ROOF RAFTER 4-1Od x 1 1/211 U 7) SHALL BE USED TO MAINTAIN THE LOAD PATH. 12 6 12 6 12 6 12 1 12 12 12 12 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 16 12 12 12 1: 1 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: ZONE 24 s 6 12 6 12 s 1 ' 6 1 s 6 1 z Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST TO BE REDUCED TO 1-6d NAIL PER FOOT. 12 s 12 6 12 6 12 6 12 6 1 6 1 6 12 12 PERIMETER EDGE R905.6) z ZONE 16 1 s 1 1 6 12 6 12 s 12 s s 1 DECK POST TO GIRDER CONNECTION USE; � 24 t2 12 1z 1 s 1 6 6 Underloyment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST < J SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o LL- SIMPSON H-8 USE W/ONLY 9/" ANCHOR BOLT (14") BOARD SHEATHING OR LAP SIDING percent slope), GIRDER TO DECK JOIST CONNECTION USE: ShpSon Strong-Tie 5- 8D TO STUD ONE SILL gp-3 PLATE SHEATHING SIZE RAFTER up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST 4- 8D TO PLATE PLATE IN TRUSS MINIMUM NUMBER OF 8d COMMON NAILS • U210 2X6 " SPACING OR 10 D BOX NAILS PER SUPPORT underloyment �� 7 MINIMUM EMBEDMENT SEE NOTE 1 shall be two (2) lyers applied in the following manner, Apply A 19-inch (483)strip PORCH POST TO DECK USE: (EVERY STUD) STUD TO SI ( ) (INCHES OC) c„ AT EACH DECK/PORCH JOIST ATTACH T (SEE ANCHOR SCHEDULE, 1 x e OR T x a sHEATHIND 12 - 24 2 2 z 21 91 21 z 2 2 2 2 z z 2 2 2 of PS O (ALIGN WITH JOIST BELOW) ON DWGS A-3.1 AND A-3.2) 1 X 10 OR LARGER SHEATHING 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 underloyment felt layers with and starting at the eaves , fastened sufficiently to /1 E= NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 V J SIMPSON F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the gave , apply 36- inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER TO GIRDER USE: 9/8" PHD5-SD53 1, FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping H2,5A AT EACH ROOF RAFTER ~ •qCM ' (14) SIDSY successive sheets 19 Inches (483mm), and fstened sufficiently to hold in place." X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. 4-1 Od x 1 1/2" 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH ^ 7" MIN EMBEDMENT 0>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in telve (12( units. T YP I C A P 0 R C H DECK LEDGER E ►� (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING . GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED • FOR COMMON NAIL Ice Protfction (Section R905.2.7.1) CONNECTIONS �A-3.2 FOR LOCATION) 4, TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURES Underloyment in High wind (Section R905.2,7.2) en a• ° (MINIMUM DOUBLE STUD) SIMSON `,STRONG - TIE Flashing (Section R905.2.8) STU Y2 BEARING PLATE e 1 1/4" COIL STRAP - 16" O.C. Chimney and firespaces - Chapter 10 •a ° D , .II Energy Efficiency - Chapter 11, sea attached report DOUBLE 2X MIN. . ; .° °• a a °• USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 FOR HEADER OR a D '° •°a.°� o ° G Ia d �' General Mechanical System - Chapter 13 BEAM ° ,° C° ° D , Heaitng and cooling equipment - Chapter 14 >- • ExhausSustem - hapter 15 10 a a • a{; a m Chapter Simpson Strong-Tie Z AD �a°A,� :�• p'o. - '°., a .° a DOUBLE TOP PLATE M.) ROOF RAFTERS C mbustionAir Chapter 17 AC4 D ,'►' D .kP' DD. Chimneys and Vents - Chapter 18 0 O a a•° O•! "O• °�i,a ,° o Plumbing _ Part VII a AT EACH POST : � •D SSP °• w ° SEE PLAN n 1 3/4" IMUM A D °.'•*°'' ° Ilk EDGE DISTANCE '�•44 9 °D HEADER LSTA21 _ •` U ° Simpson Strong-Tie �� FLOOR TO FLOOR KING STUDS CS20 1X" COILED Y2" THREADED ROD CONNECTION 7� STRAP. MIN 12" REQUIRED FOR STU 1/2 OVERLAP AT EACH x JACK STUDS 10 STUD m 0 SIMPSON STRONG - TIE - � I 2"MINIMUM CNW NUT COUPLER 1 1 4 COIL STRAPH� / SIDECOVER O 1 O ° 16" O.C. USE 4-8D MIN EDGE NAILS AT EACH STUD �I ® DISTANCE* MIN OVERLA P IS 12'► � JACK 0 SILL o� RT2.5 SIMPSON STRONG-TIE ••�• • 4:i•:•• SHEET N0. I MTS36 OR 1 1 /4" STHDE COIL STOCK Si °:d •• • :•• • MIN EDGE FLOOR T 0 FLOOR Simpson m son Strong-Tie DISTANCE* p g �1 o I AT EACH ROOF TYPICAL S71 WPING FOR NOTE: SEE MANUFACTURERS WRAP UNDER SILL_ PLATE , ° � C 0 N N E C TI 0 N S: AT EACH POST FOOT'NG MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 121) �� RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL INSTALLATION NAILS AT EACH END, CANTILEVER CONDITION SILL PLATE TO RIM JOIST AND .r STUD TO ROOF RAFTER 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECTION - COMPONENT