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HomeMy WebLinkAbout31125-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31573 Date: 05/23 06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 435 PINE PL EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 37 Block 4 Lot 15.1 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 4, 2005 pursuant to which Building Permit No. 31125-Z dated MAY 12, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & WOOD DECKS AS APPLIED FOR. The certificate is issued to GRACE A. & MICHAEL F. GRIFFIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0202 03/15/06 ELECTRICAL CERTIFICATE NO, 2080873 03/17/06 PLUMBERS CERTIFICATION DATED 05 11/06 CHARLES SANDER L Aut rized Silgnature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation}from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%o lead. 5. Commercial building, industrial'building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a 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$25.00,Additions to dwelling$25.00, Alterations to,dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 / Date. /// /Dii _• New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 9 3S i n p NO, a cl tMQ r iC)r, House No. Street Hamlet Owner or Owners of Property: Vy-)Cm i i 40eyM P Inc M I U P Cr r Suffolk County Tax Map No 1000, Section Z'7 Block / Lot ) �' Subdivision Filed Map. Lot: Permit No. I oZS Date of Permit. S/Mz/0 r— Applicant: (Y\on2; ({rj rw pS Z n Health Dept. Approval: Underwriters Approval: ✓ Planning Board Approval: ✓ Request for: Temporary Certificate 404"� Final Certificate: (/ (check one) Fee Submitted: $ ,Ou Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31125 Z Date MAY 12 , 2005 Permission is hereby granted to: GRACE ANN GRIFFIN 436 KINSLEY CT OCEANSIDE,NY 11572 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES AND WITH FLOOD PERMIT AS APPLIED FOR. at premises located at 435 PINE PL EAST MARION County Tax Map No. 473889 Section 037 Block 0004 Lot No. 015 . 001 pursuant to application dated MAY 4, 2005 and approved by the Building Inspector to expire on NOVEMBER 12 , 2006 . Fee $ 1, 933 . 90 i Au horized Signature ORIGINAL Rev. 5/8/02 05/18/2006 12:36 6317440032 MANZIHOMESINC PAGE 03 05/18/2006 11:43 7656641 90A , OF TRUSTEES PAGE 81 James F.VAng,President ��Of T Town Hail Jill X Doherty,Vice-President 68095 Route S5 Pe A.Dickerson P.O.Boa 1179 Peggy � � Southold,New York 11971.0969 Dave Bergen tel Telephone(881) 6 1892 John Ho 1zaP Pax(831)785-6641 /c 0 'BOARD OF TOWN TRUST=$ TOWN Of 90i)7II0I.D o CERMICATE OF COMPLIANCE # 010 DatcMay 18, 2006 TIUS CERTMES that the single-family dwelling, deck, driveway 8 sanitary system At 435 Pine Place Eant Marion Suffolk County Tax leap# 37-4-14615 Conforms to the application for a Trustees permit heretofore filed in this office Dated_._12/21/0 tenant to which TrastM permit# 6081 Dam 2/16/05 Was issued,and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for a single-family dwelling, deck, driveway 6 sanitary system The certificate is issued to MICMEL GRIWIN owner of the aforesaid property. Authorized Signature 3rlaS O rJpLrJ'rJ'r pLpL L3.pL rJ'rJ'mgjimmlmm rJrJor l�r PrPrJ�rJcJrJcJiJ rJrJ arJcPrJrJiJ�iJ�t1�rJrJiJrJdPrJr�rJruburPrJ'rJ'iJMJMc.fcPcPr ERE RI BY HIS ATE F COMPLIANCE 5 5 NEW YORKT BOARD cOF�FIRE UNDERWRITERSE 5 5 5 5 BUREAU OF ELECTRICITY c5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT C5 5 Upon the application of upon premises owned by 5 FULTON ELECTRIC INC. *MANZI HOMES 5 61 NDSOR PO BOX 702 C� ICENTRAL SL IPP, NYE 1722, ROCKY POINT, NY 11778 c� Located at 435 PINE PLACE EAST MARION, NY 11939 Application Number: 2080873 Certificate Number: 2080873 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage,Outside, c� I� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 5 17th March,2006. 5 5 Name OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 5 Appliances and Accessories 5 �j Future Appliance Feeder 3 0 20 Amps 5 55' Exhaust Fan 1 0 F.H.P. 5 5 Furnace 1 0 Oil 5 5 Panels 5 1 80 11 5 5 Wiring and Devices 5 5 Outlet 75 0 Fixture 5 S' Fixture 72 0 Incandescent 5 Fixture 3 0 Flourescent 5 5 Outlet 117 0 General Purpose 5 5 Receptacle 67 0 General Purpose 5 C5rj Switch 64 0 General Purpose 5 J Paddle Fan 1 0 sea/ �7 5 Receptacle 1 0 30 amp Dryer LS 5 Continued on Next Page 1 of 2 c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 a ��rn����L3PC11 O L3pLrJ�L3rL3r3rL3rSr3PLr.fr.Pr Q3r@ @rL3PL r1c1r�cPrJ�rJ� rJ�r1rJ�rlcPrJ�rJ�rJ�rJ@PcPcPcPrJ�rJ�rJ@PrJcPrJ acPrJ��PrJ@PcPrlarJ�rlrJ�cP�c PcfrJPP IN BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU O 5 40 FULTTON STTREETTF NEWCTY YORiK,' NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by SFULTON ELECTRIC INC. *MANZI HOMES 5 S61 WINDSOR PLACE PO BOX 702 S C5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 Located at 435 PINE PLACE EAST MARION, NY 11939 c5 Application Number: 2080873 Certificate Number: 2080873 �5+ Section: Block: Lot: Building Permit: BDC: ns11 SDescribed as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 Selectrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 17th March,2006. 5 5 Name 2 Rate Racine Circuit Type 5 5 Receptacle 10 0 GFCI �5+ 5 Service 5 5 rj 1 Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 Defects previously reported,as items of non-compliance,have been corrected. A visual inspection made of the exposed electrical equipment in 5555 5 the premises indicated found no obvious unsatisfactory condition. 5 5 5 5 5 seal 5 2 of 2 C5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 O rJ�cPcPr.PcncP r.PrJ@PrJrJrJ�rJr�rl�cP rJ�i� rJ�r1'ar1'arltrr�rrA.Pr�cn cPcP rJr�Pr1'cPrJ'a o ------------------------- o = Fax (516)765-1823 Town Hall, 53095 Main Road co T Telephone (516)765-1802 P. O. Box 1179 -ZIF O O Southold, New York 11971 yg01 �a0� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N / DATE: Building Permit No. U Owner: Manzi &)rues Inc (pleasse` print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ers Sign ture) FREDERK:K J.NAPOLITANA NotagPublic,State of New York No.01NA6069519 Qu MW in Suffok County O Commission Expires March 24._ Sworn to before me this a �� it day of ( t ( -- Notary Public, S.+ ��`1 �-(c County �oF souryO6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =FINAL ATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE `� �� INSPECTO ZC Solv%6 I ( #©f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]=INAL LATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cr` v ,✓ dw In DATE �� ®� INSPECTOR 2, �� holy OF So&% TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU BG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE B&CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- DATE fn INSPECTOR ho�Atf SOOTy�6 �'�COOKry TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ 41 ROUGH PLBG. [ =FOATION 2ND [ ] INSULATION G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C� .tiS ox DATE �� fJ.� INSPECTOR / �aof so",,O N©� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION E2 , INSULATION FRAMING / TRFINAL FIREPLACE 8� FIRE SAFETY INSPECTION REMARKS: DATE © h INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FO DATION i ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [vf FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: M tSS \ r DATE �� INSPECTOR Sti1ti�� 765.1802 BUILDING DEPT. INSPECTION ['--FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS • ' FOUNDATION(1ST) ----------------------------------- Z y FOUNDATION(2ND) 0 �y7 ROUGH FRAMING& PLUMBING C r INSULATION PER N.Y. y STATE ENERGY CODE FINAL L ADDIT NAL COMMENTS - WIN T_ Z0 z 2-r o., A T dw,J D C rs 10 o&- 6 co - rzi ro vr� o y z A x d � x o �, ,rt J. Krupski, President I Town Hall aroes King, Vice-President g11FF01,�C 53095 Route 25 Artie Foster =0 �rjy P.O.Box 1179 Ken Poliwoda Southold, New York 11971-0959 Peggy A. Dickerson % Telephone(631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 15t day of construction % constructed Project complete, compliance inspection. -- r Nit" TUrinaIAILULPAHIMENIOFENVIHONMENTALOONSEHVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02754/00004 November 3, 2004 FACILITY/PROGRAMNUMBER(S) PERMIT EXPIRATIONDATE(S) Under the Environmental November 3, 2009 Conservation Law TYPE OF PERMIT ■New ❑Renewal ❑Modification ❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9;6NYCRR 373: ❑ Article 15,Title 15:Water Supply ClArticle 19:Air Pollution Control Hazardous Waste Management ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells ❑ Article 36:Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27:Wild, Scenic and ❑ Articles 1,3, 17. 19,27.37; Recreational Rivers ■ Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control O, 6NYCRR 608:Water Quality Certification ❑ Article 27,Title 7;6NYCRR 360: Solid Waste Management PEAMIT ISSUED TO TELEPHONE NUMBER Michael &Grace Griffin 516 536-8021 ADDRESS OF PERMITTEE 436 Kinsley Court, Oceanside, NY 11572 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Land Use Ecological Services, PO Box 1060, Riverhead, NY 11901 631 727-2400 NAME AND ADDRESS OF PROJECT/FACILITY Griffin Property, 435 Pine Place, East Marion, SCTM #1000-37-04-14 & 15 COUNTY TOWN WATERBODY NYTM COORDINATES Suffolk Southold S rin .Pond DESCRIPTION OF AUTHORIZED ACTIVITY: DEMOLISH AN EXISTING DWELLING, CONSTRUCT A NEW DWELLING, SWIMMING POOL, DRIVEWAY,TWO STORY DECK AND ASEPTIC SYSTEM. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ATTACHED PLANS STAMPED NYSDEC APPROVED ON 11/3/2004. By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,the General Conditions specified(see page 3&4)and any Special Conditions(see page 2)included as part of this permit. t DEPUTY PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Mark Carrara Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATUREJ DATE November 3, 2004 Page 1 Of 4 II TERMS and CONDITIONS The Permittee Michael Griffin reading at East Marion N. Y, as Pan of the consideration for the hmance of the Permit does understand and prescribe to the fd- lowing: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any oper- adon performed pursuant to this permit, and the said Permittee WAat his or her own expense, defend any and all such suits initiated by chard parties, and the said Pemdttee assumes fall li Mercy with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2. That this Permit as valid for a period of : 24 mos. which is considered to be the estimated time'required to complete the work involved, but alrould dttoIlstaaca warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Pemhittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned drat auto' orization was originally obtained 4. That the work involved will be subject to the inspection and approval of the Board or Its agents, and non-compliance with.the provisions of the originating application, may be Cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass wad repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations In the location of the wort herein authorized, or if, in the opinion of the Board of Tnhstee, the. work shall cause umreasoeable obstruction to free navigation, the said Penance will be required, Upon due notice, to remove or alter this work or project berein stated without expenses to the Town of Southold S. That the said Board will be notified by the Permittee of the oompletion.of the work anth, orized. 9. That the Permittee will obtain all other permits and consents that may be required suP' plemental to this permit which may be subject to revoke upon failure to obtain same. / I / - � �•r_4..' �r QtiF:�� '�` ..e� - .. <�.If�-tea .��t.. �� ..r. [tI�� .. Board Of Southold Town Trustees h SOUTHOLD, NEW YORK t c PERMIT NO. ._ ..._..___ . .....:. DATE: Feb. 16., 2.0.5. z , ISSUED TO ..... .... _...._ ...... ..... MICHAEL GRIFFIN ._ ................._..........................................._..__......... ....._.... _..... .r , � ,211i#I�nxt�ttftnn Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;•': and in accordance with the Resolution of The Board adopted at a meeting held on _Feb-.----1.6........ 2005..._ and in consideration of the sum of $J.2 Q.,.Q.Q........ paid by . Michael Griffin f ...... _.._.._......._.................................................................... .> 2 of ....East...Marion.....................................-............. N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to demolish the existing dwelling and construct a new dwelling, driveway, two story deck,and septic system with the conditions of removing turf under the deck, drywells to collect ! roof runoff and drainage from the driveway, creation of a one 'foo high berm at t4e 10'cpgtur � 1 plantiti�� j, dings �. all in accordance wi e e ai d � figai and .the originating application-the placement of haybales during construction and all as depicted on the plan r b Je frey Butler re- IN WITNESS WHEREOF, The said Boar ollrupsltees flwere- vise 2116 be subscribed by causes its Pa maj rate Sty of the seat to be aid ded, and Board as ose ofthis dafe.to 05. �FFO Trrutees 4 OSUFFO(,�C Albert J. Krupski, President �� QG Town Hall James King,Vice-President h� y� 53095 Route 25 Artie Foster —a ='� P.O.Box 1179 Ken Poliwoda h 2 Southold,New York 11971-0959 � Af Peggy A. Dickerson y�� a��� Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 16, 2005 Jeffrey Butler, P.E. P.O. Box 634 Shoreham, NY 11786 RE: MICHAEL GRIFFIN 435 PINE PLACE, EAST MARION SCTM# 37-4-14,15 Dear Mr. Butler: The Board of Town Trustees took the following action during its regular meeting held on Wednesday February 16, 2005 regarding the above matter: WHEREAS Jeffrey Butler, P.E. as agent for MICHAEL GRIFFIN applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 21, 2004, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 16, 2005 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, RESOLVED, that the Board of Trustees approve the application of MICHAEL GRIFFIN to demolish the existing dwelling and construct a new dwelling, driveway, two-story deck, and septic system with the conditions of removing the turf under the deck, drywells to collect roof runoff and drainage from the driveway, creation of a one foot high berm at the 10' contour to be planted with native plantings and no turf, and the placement of hay bales during construction and all as depicted in the plan drawn by Jeffrey Butler revised 2/15/05 and approved 2/16/05. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) This is not a determination from any other agency. Fees: $100.00 Very truly yours, :�&le � Albert J. Krupski, Jr. President, Board of Trustees AJK/hct _ .. _.. '. ,•..'.'...v . u.�.ua� a�. a ua�F aa1V1V 1,1.1L1�1\LIJ I VC: DEPADEPARTMENTTOWNBUILD HALL Do you have or need the follownig, b a cIi)Ic pplying TOWN hl f Il d o eat souTlioLD, NY 11171 Boar _____.__. 3 sets of Building 1'laus__ _ TEL: 765-1802 PERMIT NO. I J oZ S Check Septic Form N.Y.S.D.L•'.C. L-xaaincd Trustees —, 20 -Contact: - Approved 20� f Disapproved a/c QS�PC uilding Inspector car-- APPLICATION FOR BUILDING PERh1'IIT Datc V_�. OOS- INSTRUCTIONS ' 20 " a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building hnspector with 3 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 adjohmig prcnuscs or public streets or areas, and waterways. c. The work covered by this application may not be cotmnenccd before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Pcnnit to the applicant. Such a pernit shall be kept on the prenuscs 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 a Certificate of Occuparx is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance p�ilBuilding 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, ordinanecs,building code, housing code, and regulations,and to adrrrit authorized inspectors on premises and in building for necessary inspections. ` (Signaturo of applicant or nano,if n,corporation) :(Marling address of appl, t) 11�2d State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or.builder Name of owner of premises C - L _ C'7Mt.�� Ar% �rr,{�, \ t T f 1 „, (as on the tax roll or latest deed) Irfplicant is a corporation, signature of duly authorized officer J ^ CTV:tC"�C� tC PrCSiC�PnT (Name and title of corporate officer) Builders License No. \���1 Plumbers License No. V-r\ Electricians License No. S0p 6 - Other Trade's Liccnsc No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 3'] _Block Y • Lot Subdivision Filed Map No. Lot (N� late existing use and.occupancy of premises and intended use and occupancy of proposed construction[ a. Existing use and occupancy CJ.C_ c y- f L CA--\ C� _ b. Intended use and occupancy Nature of work (check which applicable): New Building )<' Addition Alteration _ Repair Removal Demolition Other Work (Description) Estimated Cost 5j/ 6, ©c-)o o© Fee _ f (to be paid on filing this application) If dwelling, number of dwelling units_I_Numbcr of dwelling units on each floor _ If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front___ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front 66 r 6 Rear G y t 6 't Depth 9 0 Height 30' 3" ' Number of Stories 41 of�F' rd Size of lot: Front 3 (, • 311 �-kfs Rcar y � � �3 `k Depth 6z) a Date of Purchase Natuc of Former Owner Zone or use district in which premises arc situated :. Does proposed construction violate' any zoning law, ordinance or regulation: �.Will lot be re-graded Will excess fill be removed from premises: YES NO I. Names of Owner of vrenuses 141e11,we1 Gut-, Address M "'y_Phone No. Sr 6• SJ d- FOa Name of Architect Jeff T AddressP1 b Do,-Amy sT„<I,a Phone No 2 8- eta Namc of Contractor�-h i Aay-ne s inc— Address Re' IoN ;bok "I— Phonc No. G 7 i 7V 4 : /o35 i. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 5. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: :OUNTY OFF �V -\ Gj,-t X© being duly sworn, deposes,and says that(s)he is the applicant (Name of individual signing contract) above natned, ;)He is the \C 4 C f rs`, C�-P rtT (Contractor, Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file thus application; tat all statements contained in thus application are true to the best of his kttowledge and belief, and'that the work will be erformed in the manner set forth in the application filed therewith. wom to before me this d fI 20_9 f� Notary Public Signature of Applicant FREDERICK J.NAPOLITANO Notary Public,State of New York Reg No.01 NA6089519 Qualified in Suffolk County 6 Commission Expires March 24,_ �-)-xr {'J„H T. TARRY P.o. nox 117Q "TOWN CLERIC' o ' l:',,,�' . Saulhnl'I Nc\'� .York 1 ,5 RC� L �. Fax (5 161 765.19� kEGISFRAR OF VITA1,SrAT1511CS 1 MARRIAGE OFFICER ` Telephone ISIG176S. � RECo RI)S MANAGEMENT OITICEIl FREEDOM OF INFOrUAATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations j of the Code of thig Town of Southold: "Floodplain Development Permit Application" (FDP(p3)) , and ',Certificate of Compliance f,r Develrpment in Special Flood Hazard Area (C/C(93) ) . i TOVV a OF SOUTHOLD �hr� Southold Town Clerk August 25 , 1993 I '1 APPLICATION s PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and si6): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspedioos required to verify compliance. 8. I,THE APPLICANT,CERTIFY TEIAT L STATEMENTS HEREIN AND IN ATTACHMEiNTS TO THIS APPLICATION ARE,TO TH T OE MY ICNO E,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE S�Z/"4r !�J i / /SECTION 2: PROPOSED DEYEI,OPIIENT fT�, c completed by APPLICANT NAME ADDRESS TELEPHONE APPLICANT c<l.4ri1tN 1419wt-i BUILDER 631 —7yy—�v3�1 Ms-4w zr' o,y c i�-c ENGINEER J 631 PROJECT LOCATION: To avoid delay in processing the application, please provide cnou6 information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or wcll-kuown landmark A sketch attached to this application showing the project location would be helpful. '13s -PlCtce�, E C(cXes-1 Crcx> 3f,� >A- JCQ eLI CCsw M ciJ2 1t IOOo 3 '7 U r/ - lye-J.l FDP(97 ) APPLICATION PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE Xa New Structure >(Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Aheratioa ❑ Moo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition R ❑ Manufactured (Mobile) Home (In Ma-nu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S 5/6 OCaO. B. OTHER DEVELOPMENT ACTIVITIE ❑ Fill ❑ Mining ❑ Drilling eY Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , ❑ Drainage Improvements (Including Culvert Work) ❑ Roa%i, Street or Bridge Construction ❑ SuLAvision (New or Expansion) / �pdmdual Water or Sewcr System Sc—A d, 3'ep{+c ❑ Other (Please Specify)_ After complctiog SECTION 2, APPLIC1qNr should submit form to Local Administrator for review. —�' SECTION J: FLOODPLAIN DETERMINATION ffo be completed by LOCAL ADMINT5TRATOR) The proposed development is located on FIRM Pancl No. Dated _ The Proposed Development: ❑ Is UQj located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FL.00DPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation actin site I - R. NGVD (MSL) ❑ Unavailable ❑ Tbc proposed development is located In a floodway. FBFM Paocl No. Datcd ❑ Scc srct[on d for additional Ins(rnctions SIGNED DATE APPLICATION 4 PAGE l OF 4 SECTION 4 ADDfTIONAL INFORMATION REQUIRED (To be comnlcted by LOCALADMINIST-RATORI The applicant must submit the documents checked below before the appGcauon can be processed: O A site plan showing the location of all cxuti❑g structures, water bodies, adjacent roads, lot dimensions and proposed development. Cl Development plans,drawn to scale, and spcciftcatigns,including where applicable: details for anchoring structures,proposed elevation of lowest Boor(including basemeuo, types of water resistant materials used below the first Boor, details of noodproofmg of utilities located below the first floor and details of endostares below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ 0 Top of new BB elevation Ft. NGVD (MSL)- Fl:NGVD MSL . For ❑ Eloodproofmg protection level (no❑-ruidc❑lint only) ( ) floodproofed structures, applicant must attach cercircation from registered engineer or - architect. ❑ Certification from a registered engineer that tSc proposed activity in a regulatory floodway will not result in any increase i t the height of the loo-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION fTo be completed by LOC&L ADMINISTRATOR) I have determined that the proposed activity. A.❑ Is B. O Is not in conformance with provisions of Local Law lf_, 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. • APPLICATION s _ PAGE I Of a APPEALS: Appealed to Board of Appeals? O Yes ❑ No Hearing date: A-pp - Appmcd7 El Yes 9 - Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional eogineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built)Elevation of the top of the lowest Boor, including basement (in Coastal High Hazard Areas bottom of lowest structural member of the lowest Boor, excluding piling and columns) is: Fr. NGVD (MSL). J L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). , NOTE: Any work performed I/nor to submittal.of the above information is at the risky( the Applicant. SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION g CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADMINISTRAT R Certificate of Compliance issued: DATE: BY: Attachment B / B AMP�,E f / CERTI7 CATE �.JF COMPLIANCE / for Development in a Special Flood Hazard Area •', TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD FU-ZARD AREA - - - DOWNER MUST RETAIN THIS CERTIFICATE_-_- PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TT LE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93 ) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Butler Engineering Files\Jobs\Manzi\2004_Jobs\040113-Griffm\energyl.rck TITLE:Proposed Griffin Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 03/31/05 DATE OF PLANS: 3/31/05 PROJECT INFORMATION: Pine Place East Marion,New York COMPLIANCE: Passes Maximum UA—548 Your Home UA=397 27.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1793 30.0 0.0 63 Wall 1:Wood Frame, 16"o.c. 2952 19.0 0.0 154 Window 1:Vinyl Frame:Double Pane with Low-E 296 0.340 101 Door 1: Solid 84 0.240 20 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1793 30.0 0.0 59 Boiler 1: Other(Except Gas-Fired Steam), 84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed s designed to meet the New York State Energy Conservation Construction Code requirements. When a Register s' as stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and pro M s or specifications are in ompliance with this Code. Co Builder/Designer Date w W ro t' 073493 �'GFESSIONP� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 03/31/05 TITLE: Proposed Griffin Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.240 Comments: Floors: [ ] 1. Floor 1:All-Wood JoistiTruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Except Gas-Fired Steam), 84 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return au system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code , as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1, Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for IIPAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) STG Associates, Inc. Quality Title Services 1516)483-8811 Title No: SUFF 2501112 SS 46 Carnation Avenue *Floral Park,New York 11001 (718)256-2447 Application Date: 04/19/05 Paul Holmes * Margaret Dato Richard Frey (212)447-0098 www.stgassoc.com Fax: (516)488-8611 Report Date: 05/03/05 7 U ........... MICHAEL GRIFFIN 436 KINSLEY COURT OCEANSIDE, NY 11572 4 2005 nf nPT R 0011 A GRACE A. GRIFFIN Special Search ............. .. ....... OR -P Special Search 300 .00 . ...... OMIT SURVEY C- Estimated tax based on Residential Property.4jq 1 -2510 5 NY State Transfer Tax Mortgage Tax - Lender Mortgage Tax - Borrower Suffolk Conveyance Tax Estimated Recording Fees I........ .... ...... 00.0 435 PINE PLACE Recording(s) EAST MARION, NY County: SUFFOLK Distr: 1000 Sect: 037 .00 Block: 04 .00 Lot 014 & 015 Escrow Escrow Service Charge TUTS U4.,1 ...'..........OW . .. . .... SINGLE & SEPARATE SEARCH Purchaser: Cash 1980 TO DATE Checks Seller: Cash Note: Estimated recording charges computation of tax due Checks is based on Residential Property. Mortgage Tax rate is reduced by$25 for a 1-2 family residence. Closed By: Date: . Total Receipts Title No: SUFF 2501112 SS TITLE NO. S-2501112-SS STG ASSOCIATES, INC.,hereby certifies to The Town of Southold that it has caused the records of the Clerk of the County of Suffolk to be searched to ascertain the chains of title to the subject property and to the property adjoining on the East thereof from 1958 to date. Schedules A. B & C represent the results of each search. THIS CERTIFICATE is made and accepted upon the express condition that the liability of this Company under this Certificate is limited to the sum of Twenty Five Thousand ($25,000.00) Dollars, and such liability extends only the applicant named herein. This is NOT a policy of title insurance. STG ASSOCIATES, INC. BY: F0 Wv vl PAUL HOLMES Dated: Floral Park, New York March 1, 2005 TITLE NO. S-2501112-SS Schedule "A" Subject Premises Dist 1000 , Section 037.00 , Block 04.00 , Lot 014.000 1) Kenneth W. Thornhill Dated: 8/10/58 Alexandra Thornhill Recorded: 9/8/58 to Liber 4510 cp 599 Dan A. Abbott 41 Madeline A. Abbott NOTE: No Proof of Death found in Suffolk County on Madeline A. Abbott` - 2) Dan A. Abott / Dated: 2/6/00 to Recorded: 2/22/00 Grace Ann Griffin Liber 12022 cp 293 3) Grace Ann Griffin / Dated: 2/17/04 to Recorded: 2/20/04 Grace Ann Griffin Liber 12302 cp 266 Michael F. Griffin ' NYa05.IlvaalnuaIS.1er*W*AC tOanINAAwWivldadmCn,por9on(sl"abSMett(trYa'rUJim) f/•, CONSULT YOUR LAWYF..R11CF(IlR SIGN ING TH W INS'I'RUMa:NT—TIt1R IN9Trn MRNT WOOLU RL t1Sr0 aY LAWYEa5014LV THIS INDENTURE,mode the �4, day of F.�b:HaLy ,in the year 2000 BETWEEN DAN A. AS1307r, teciding at 26 Syez.mre Street, West HeRpstead, Wv York 11552 I party ofthe firsl part,nntl (MACE ANN GRIFTIN, t.esiding at 436 Kinsley Court, Oceanside, Nzw York 11572 party of the second part. WITNESSETH,that the party of the first part,in consideration of'.rm Dollars and other valuable consideration paid by the parry of the second part,does hereby grant and release unto the party ofthe second part,the heirs or I successors and Assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,w ith the buildings and improvements thereon erected,situate,lying and beings more particularly bounded and described on Schedule A annexed hereto and inade a part hereof. Dan A. Abbott, the grantor herein, :is the survi.vi.ng tenant of, the tenancy by Tax Map the entirety with hhtdeline A. Abbott, now dernaeed, created b1 deed dated ]ksian,con August 10, 1958 and recorded Septmuxrr 10, 1958 in Giber 4510, Page 599. Dist. 1070 Sec. 037.00 Olk. 04.00 Lot(s) 014. _e TOGETHER with all right,title and interest,if any,of the party of the first part of,in and to any streets and reads abutting the above-described premises la lie center lines thereof; ".OGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or svecessors and assigns of the party of the second part forever. AND the party of the first pzrl.covenants that the party of the first part has not done or suffered anything whereby the said premises have been ircumbered in any wry whatever,except as aforesaid. AN))the party of the first part,in compliance with S•:ction 13 of the Lien Law,covenants that the parry of the fist part will receive the consideration for this convq,ance and will hold the right to receive such consideration as a Faust.fund to he applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of Lhe total of the some for any other purpose The wmil"part:"shall be,,construed as if it:,ad"aarlies"whenever the sense of this indenture so recluires. IN WITNESS WHEREOF,the party of the fist par has duly executed this deed the day and year first above written. 1�r/ RRaSENNCC,a'OY: 1 ^ — r Fidelity National Title %surance Company of New York POLICY NO. 5412-0014601-2000146A) SCHEDULE C PARCEL 1 - Tax Lot 14 ALL. that plot of land situate at East Marion in the Town of Southold, County of Suffolk, Scale of New York, which plot is known as and t,y Ur: lots numbers 142 and the westerly part of lot 143 as.shown on a map entitled, "Map of Section Two Gardiner's Bay Estates, situate at East Marion, Long Island" which map was filed in Suffolk.County Cler1:'s office on Seotember 23rd, 1927, under �.he number 275, said lot number 142 and par; of lot number 143 being more particularly described as follows: BEGINNING at a point on the :lortherly side of Pine Place, 76 feet Westerly of its intersection with the Westerly line of Lot 145 as shorn on said map; RUNNING THENCE the Northerly s'.ie of Pine P7sce North 82 degrees 07 minutes 42 seconds West, 79.97 feet to a right of way; RUNNING THENCE said right Of way North 00 Degree feet; s 23 mi nut^s 16 seconds West, 78.94 THENCE still along said right of way, North 25 degrees 11 minutes 00 seconds East, 26.36 feet to Spring Pond; THENCE along Spring pond the 1--011OWing 3 courses and distances: 1) North 60 degrees 54 minutes 0.6 secondu East, 27.22 feet; 2) North 71 degrees 32 minutes 10 seccrds East, 15,26 feet; 3) South 77 degrees 34 minutes 36 secon.ds Gast, 29.52 feet; THENCE South 00 degrees 3i minutes 30 seconds East, '25.48 fee` to the Northerly side of Pine Place the point or place of BEGINNING. tcontinued) For conveyanciny only, _.` intended to be conveyed. Together with all rights, title and interest of, in and to any streets and roads abutting the above described premises, to the center line Thereof. Fidelity National Title Insurance Company of New York OPR-2612 AdKhod Is FORM NO. ry A^' 1} ' - 1 �.�. •lal�li�llloYlgtll!'7!L'tls��p� pp S7t r Number of pnde��r r `1 TOIL It"Is 1 04�'c922 FM213:i F6J 2: i900 Sedn!u_~ 7 ANSV- TI ,)J EUYb\'12U -PGNAINE Cenifirale a„__ SUFFGLK CIERY,OF -- Comfy' SUFI,OLY,COUNTY Prins Or'0----- .— ""^n..l .� AC,. Deed/Mortgage la.lrunlenl Dced/Mortgage'Tax Stamp Recording/Piling Slange PLF.:i _ — /9 _ Pagel Filibg Fcc —. ^y`. .._._ Mnrl;tage Amr. Ifamili"It 1.Raw I.. I'1'-SN•I � — _ 2.Additional Tl. Notation — _ Sub Total IfA-5217(C'uamY) i _ .l'ub'I'clal _y? L .iptt;,4sil. Of I(A-.5217(Sl;ue) — (�•�' Spec.lAJd. --- —.. It.1'.[.S.A. /ram �yus�dllgY)T l 'fUT.MI'G.'fAX 'S 0. . 1pA UnalTown��,ih,al('cmYy_�„— ('anun,M FJ — 5 UV__- . pl ileld for Apponi,mtmtn��tt-yfl1 AllUivil _ _— Cransfer Tax Certified Copy _ -WYnma��r Mansio/,Id 'I"hc pro by Ibis mortgageisur itcg.C'upylbe lSob Taal Jwrllinnr NO GRAND"10'1 AL `!_ If No, u pagc7col. J Real l9nperly'l'nx Service Ag•tncy Verificalion ri Col nllunify 111rservolion Fund Dim. Secliun 11 hwk Lm Cun_si. -ralion Asuouo�� Solt �3'� rf �'rrT"n�i2i — S _ /C'100 rX� 104D D3"l.o� Oy.ao o,LPY^cam '. ? Improved luitin �1 f K"EIVED acanl Land 1._ } Stllti�'nC11n115/DISCIIM6CII)Liclens�es List�Frnperly Owners"dailillg Afar 5_�<L!1"U._..,... •b -1� — ItM1:Cgltls 1!<ItF:f'UIR.N l'U: FEB 22 2000 I) 9O -7J O /7�L �v. If -3 a Tille CcnepnRy Infurin:sliau . 6 9 .. Co. Non Suffolk COUnty Recording Endorsement Pale 'ihls page linlui il•v'I of the attached -- _--��—__..—. _�---._---.—maJ<by. (SPECIFY PYIT OP 1N51RUN ,rr) 'Illc premises hem.in is Sitoatd in SUITOLK COWIN,NEW YORK. ru InlhcTawv!lipof ��„ t/ In 1!M VILLAGE or I IANA!,171'd IfOXES 9-fi IRI l?fdI!ti;'ISP:'I"i I'I(U OIt PRIKI 1:1)IN 81.ACK INK ONLY PRIOR TO RI:C 1RI.,N(;Olt 1:11MIG TITLE NO. 5-2501122-SS Schedule "B" Subject Premises Dist 1000 , Section 037.00 , Block 04.00 , Lot 015.000 1) Gardiners Bay Company Inc. Dated: 1/7/53 to Recorded: 2/18/53 Dan A. Abbott Liber 3476 cp 401 Madeline A. Abbott NOTE: Proof of death found in Suffolk County of Madeline Abbott. )CDan A. Abott Dated: 2/6/00 to Recorded: 2/22/00 Grace Ann Griffin Liber 12022 cp 294 3) Grace Ann Griffin Dated: 2/17/04 to Recorded: 2/20/04 Grace Ann Griffin Liber 12302 cp 266 Michael F. Griffin Premises on the South Pine Place Premises on the North Spring Pond Premises on the West Spring Pond r s 2-2Y ;•'�'"• NY003•[Iartnin anJ 5.1.Daal r.ilh rarnnenl.,olw Inmo,YAv.W11,1J"d"r C.".11Ru(S1ea1a food)o YPTU t002) i, CONSUI.TYOUR LAWYER aer'ORe SIGNINGT11191NSTRUM[Nr—W1191NMUMENT SROU1D BE USen 9Y 1AWYERS(WIN �a THIS INDENTOitE,made die 601 1 day of February in the year 2000 DETWEEN DAN A. ABBOrP, residing at 26 SvcamOre Strct't, West Har[steali, New York 11552 party of the first part,and C'R O, NNN WTFFIN, residing e- 436 Kinslcy Court, Oceanside, New York 11572 F party or the second part, WITNESSETII,that the patty of the first part,in consideration of Ten Dollars and other valuable considera thin paid by the parry of the second patt,does hereby grant and release unto the party of the second pail,the heits or successors and assigns of the.parry of the second fart forever, ALL thatcertain plot,piece orparcel of land,with the buildings and improvements thereoncmcted,situate,lying 1 and being joditC more particularly bounded and described on Schedule A annexed hereto and made a pest hereof. Dan A. Rhhot_t, the grantor herein, is the surviving tenant of the tenancy by Tax Map the entirety with Madeline A. Abbot", now decease], creator] try deed dated Designatwa January 2, '1953 and .re-. rded Februorl 18, 1953, in Liber. 3476, Page 461. I Disc 1000 Said pretises being known as and by 435 Pine Place, Past Marion, New York. i sec. 0.37.00 , elk, 04.00 t.oq,l 015.0 TOGETHER wi!b all right,title and interest,if any,of the parry of the first part of,ill and to any streets and roads abutting the above-described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said pmn+ises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party Of I the second part forever.. AND the party of the fist part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the parry of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the io.lprovement and will apply the same first to the payment of the cost of the irlproveme't before using any part of the total of(he same for any other purpose. The.word"party"shall be constnted as if it read '.ties"whenever the sense of this indentum so requires. IN WITNESS WHEREOF,the party of the fi a part has duly executed this deed the day and year first above w-itten. 1N J'ItE9Ey[E,O�E:,,�{-`�� �r A.A.A. AR1it7CP —Y— 1 1 .on.m,xaur.Rusw i� 12022PC294 Fidelity National Title Insurance Company of New York POLICY N0: 5412.00146(S-2000146A) SCHEDULE C (continued) PARCEL 2 - Tax Lot 3.5 - ALL that plot of land situi at East Marion in the Town. of Southold, County of Suffolk, State of New York, which.plot is known as and by the lots numbers 144 and the easterly part of lot 143 as shown on a map entitled "Map of Section Two Ga.rdi.ner's Pay Estates, situate at East Marlon, Long Inland" which map was filed in Suffolk County Clerk's office on September 23rd, '1927, under the number 275, said lot number 244 and part of lot number 443 tieing more particularly described an follows: BEGINNING at the point or, th.- northerly side of Pine Place where it is intersected by thewesterly line of iot number 145 as shown on said map; and R"JNNING THENCE along the Ncrt:,erly side of Pine Place, North 77 degrees 09 minutes 30 seconds Went, 76.00 feet, THENCE North 00 degrees 39 minutes 30 seconds Kest, 125,48 feet to Spring Pond; :HENCE along Spring Pond the following four (4) courses and distances: 11 South 55 degrees 36 minutes 51 seconds East, 17.16 feet; 2) North 62 degrees 43 minutes 30 seconds East, 23.61 feet; %) South 76 degrees 39 minutes 10 second.^, East, 19.60 feet; 4) South 51 degrees 32 minuth. . seconds East, 22.20 feet; THENCE, South 00 degrees 39 minutes 30 seconds East, 116.00 i.'eet to the Northerly side of Pine Place the point of place of LEGINNING. Fidelity National 'T.itle Insurance Company :.A New York OPR-26-L2 - Assd»d to FORM NO. Sa I r� d. s7t1�,�codu4 i 120224294 .___ 4'.n__._ Numucrlbf pages �. sii'KL �i`AlAZ j *roRREN$ I ppFEB22 PH 2135 FC8 2 20M e FpMA1NE Serial u_.— T 3UFf`•ULKAx ED1VA�'.R COUNTY c:nmcam n COUNTY SUFFOLK 1...—_ Friar Of.a— _-- 25884 Y C 2 Deed/Mongage lllslnnuent Deed/Mortgage TAX Stomp Recordin;;/Filing Stamps Page/Filing pee I� Mortgage And. _ 4 I!andling �� —_ L Basic I'an 2.Add it ion III'I'ax Nulntion Sub Tola( c ) FA-5217;CmnuY) _J Sub'I'olal --�XZ spec AsO. I:A.S217(Sbne) C> t� Spec/Add. ey It.p:I.S.A. �i�r �r�ry . IOT.M7'G.'I'AX ._ n^,lllJ_ thlal Town_Uual Cnonty___ . �'•.�,' (� , Iteld fur Ap,lurliunmenl y Allidavil e +.�a,.�s, ♦ 'fransrerl'ax, LpyCS Mansion T7 l'es,il led Copy _ ._— '4aaY6 111e grope y covered by IhE:nongage is or Itcg.Copy _ will be! ,proved by a one or two family Sub Total dwell nly. Olhcr VIiS,�nr NO — GRAND'!'O'I'AL If NO sec P,Sprupriale lax clause all page 11 _orlhis insIr11111,111, 3�. )teal l'rupeny'I"nx Service Agency Verifcalion 4 11 munity lImserya(Ion hind r +w Ilia. Seclion Iliek Lot m idcjuiiu I noels SCCno_n_ _Xlnlnp /C 0 _ ��_O c� fJ'Y.CO .� 70 D, O/�Ocx7 C uc Y �w � �'--�--.��,��� Improved ✓ _ aeunt Lald _ TSd!Is!nC:111115/UISCIIArgeSlKClcase5 List Propmy Owners Mailing Addr ss f,7 /(7 J RECORD&RETURN 10: f ES 2 2 a, G _ ^ fP K to xL2 I'D -- y I Nv //oo g Title Company Information Suffolk Count Recording & Endorsernent Page 111is page Iumis p111 of the Idlached 7 � .— .—f_ --- made by: /n� 1 / (SI'ISCIhY'IYI'GOPINSII2LIIv1(rff) 'ihc premises herein is situated in SU1 FOLK COUNTY,NEW YORIC ---- TO r to IhP'folatuhip of �, cc) — }k �ru.v 4 1-� -- In 1h VILLAGE or I IAMLIiT of I it).CIiS 5 1111011)PIII N I RIi'IYVI':U OR FRIN;:1)iN IILACK INK ONI•Y PRIOR Il I RECORDING OR FILING. tw..a ar«r.�,«,w.o■r,a.rYsa-ra.oao CONSULT YOUR LAWYER BEFORE 81011116 THE NSTRUMENr-THE MSTRUMnn 8 MOULD BE USED BY LAWYERS ONLY i Zbig 31111WW, made the 17th day of February,Two Thousand and Four BETWEEN GRACE ANN GRIFFIN,residing at 436 Kinsley Court,Oceanside,New York 11572, party of the first part, and GRACE ANN GRIFFIN and MICHAEL F. GRIFFIN,Wife and Husband, As Tenants by the Enthvty„residing a 436 Kinsloy Court, Oceanside, New York 11572, party of the second part, WITNESSETH, that the parry of the first part, in coasidcration of Ten Dollars ($I0.00) lawful money of the United States of America, paid by the party of the second part, does hereby gram and release unto the party of the second pan,the heirs or successors and assigns or the party of the second part forever. ALL that certain plot, piece or parcel of land with the buildings wad improvements thereon erected, situate, lying and being more particularly bounded and described on Schedule A annexed hereto and made a part hereof. SAID PREMISES are known by and as the street number 435 Pine Place,East Marion, New York 11939. Lot 014.000 BEING AND INTENDED TO BE the same premises conveyed to the party of i the first part by dead dated the 6th day of February,2000 and recorded in the Office of the Clerk of the County of Suffolk on the 22nd day of February, 2000 in Deed Liber 12022 at Page 293. Lot 015.000 BEING AND INTENDED TO BE the some premises conveyed to the party of the first part by deed dated the 6th day of February,2000 and recorded in the Office of the Clerk of the County of Suffolk on the 22nd day of February, 2000 in Deed Liber 12022 at Page 294. I District: 1000 Section 037.00 Block: 04.00 Lots: 014.000 and 105.000 schea1>e A PARCEL 1 - Tax Lot 14 ALL that certain plot, place or parcel of land, ■ituate, lying and Wing at East Marion, In the Town of Southold, Suffolk County, State of New York, described as follows, BEGINNING at the point on the northerly side of Pine Place, 76 feat westerly of its intersection with the westerly line of Lot 145 as shown on said amp; RUNNING THENCE northerly a straight line parallel with the westerly line of Lot 145, 150 feet more or leas to Spring Pond as shown on said nap and along lind heretofore conveyed by Gardners Day Company, Inc. to Dan A. Abbott and Madeline A. Abbott by deed recorded in Suffolk County Clark's Office in Liber 3476 of deeds, at page 461, and RUNNING THENCB westerly along Spring Road to the westerly line of Lot 142 as shown on said map (at a path leading free Pine place to Spring Road) and; RUNNING THENCE southerly along said path 119 feet more or leas to pine Place; and THENCE easterly along the northerly side of Pine Place 74 feet more or less to the point or place of BEGINNING. i PARCEL 1 - Tax Lot 15 ALL that plot of land situate at East Marion in the Town of Southold, County of Suffolk, state of New York, which plot is known as and by the lots numbers 144 and the easterly part of lot 143 as shown on a map entitled •Map of Section Two Gardiner', Bay Ratates, situate at Bast Marion, long Island• which map "a filed in Suffolk County Clark's office on September 73rd, 1937, under the number 775, said lot number 144 and part of lot number 143 being more particularly described as follows, BEGINNING at the point on the northerly side of Pine Place where it is intersacted by the westerly line of lot number 145 as shown on maid map; and RUNNING THENCE westerly along Pine Place 76 feet; THENCE northarly a straight line parallel with the westerly line of said lot 145. 150 feet, more or lees, to Spring Pond as shown on said map; THENCE easterly along spring Road to the point where it is intersected by the westerly line of said lot 145 feet; and THENCE southerly along the weeterly line of lot 145, 130 feet to the point of BEGINNING. SAID PREMISES are known by and as the street number 435 Pine Place, East Marion, New York 11939. District: 1000 Section:037.00 Block:04.00 Lots:014.000 and 105.000 I TOGETHER with all right, title and interest, if any, of the party of the fast part in and to any streets and roads abutting the above-described premises to fie center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said promises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the patty of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien law, covenants that the party of the first pan will receive the consideration for this conveys=and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any pan of the total of same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first pan has duly executed this deed the day and the i year first above written. IN PRESENCE OF: 9 GRACE ANN GRIFFIN i STATE OF NEW YORK } COUNTY OF NASSAU } On the 171h day of Frbruary,Two Thousand and Four,before use,the undcrslgrad,penonWy appeared GRACE ANN GRIFFIN i personally known to roe or proved to cue on the basis of aadidiacwry evidence to be the individual whose uavte is subscribed to the within hWnmcut ad acknowledged to am than,she executed the suns In her capacity,and that by bet signature on We instrument, the Individual or the person on behalf of which the individual acted,executed de Inswument. --�i atuy Public OREG011Y P.KRAMIER moserypubNftetmomawYark commia0ian E�ipkws wed r77. 030'e' Bargain and Sale Deed SECTION: 037.00 With Covensm Against Grantor's Acts BLOCK: 04.00 ...........:a........ same. LOTS:014.000 + 016.000 COUNTY ORTOWN Suffolk GRACE ANN GRIFFIN TO _ GRACE ANN GRIFFIN and- MICQIAEL F. GRIFFIN RE711RN BY MAIL TO: LAW OFFiam OF KRAMER & ASSOCIATES, P.C. .r///nurrye.awd%,wmw"x/!/mn 68 TULu,AvKNus,Sms 405 FLORAL PARR,NEW Yomc 11001 (516) 776-MM Rater g4+rya'tF•ru tlR/rwd''aY�n l II 2 ) ' I Number of pages REE-1WEr• 21104 Feb '_f1 !0t46i44 tan TORRENS Eduard P,Raaine CLLW 6F send 0 SWMIC culry L D00C123M Certificate d F 266 CTg 0'-24013 Friar Clf.F Deed/Mmtgsga Instrument Deed/Mortgage Tm Stamp Recording/Filing Stamps 4 FF.FS Ihge I Filing Fee Mortgage Aug. Handling P5 _ 1.01sic lax _ 17-584 _ 2.Additimul I'm Notation Sub Total _ EA-52 17(County) Y Sub'I•wl _AZ SpaclAmit. EA-5217(State) Or SM./Add. RP.T AA. 11�0_ TO9'.MTU.TAX _ Curren of Ed. SQL, Dual Town_Duol y_ Held for Apporfxuunent Alydavil Os.• • Tmosicr Tax Cenilied G �� Mansion I'm The property covered by lbis mtmgrtgc i or Reg,Copy _ p n/ will be improved by a one or two hmily Sub Total lF f.0 dwellingoniy. Older YFS_or NO_ GRAND TOTAL I • a If NO,we approprime in clause on page 4 of this inemmmm. S Real Pmpmty Tax Sw ice Agency Verification 6 Conimunity Preservation Fund Ow. Section Black Lot Consideration Asnousn E_,O.pp_ Stmrp t O4W73$5 1000 03700 0400 014000 CPF Tax Due S n-00 5000 03700 0400 025000 p Improved 11ta P T $ R CFE A initials EB Vacant Land 7 Sadsfmtions/Discharges/Relceme tas(Pmpeny OOwiwra Mailing Add T•D RECORD&RETURRNJ Law Offices of Kramer 6 Associates, P.C. 'D 99 Tulip Avenue, Suite 405 _._.— Floral Park, New York 11001 (516) 775-0300 g Title Company Information Co.Name N/A 'lltle M -- : Suffolk County Recording & Endorsement Page This page fitrins part of the stuiched Dead made by: (SPECIFY TYPE OF INSIRUMENI•) The presises herein is situakA in SUPFIXIC COUNTY.NFW MIX TO Inthc Township of east Marion Grace Ann Griffin and Michael F. In the VILLAGE Griffin, Wife and Husband orIWug-ETof east Marion E M CS'S TNRU 9 MUST BE•INPED OR PRINTED IN BLACK INK OM.Y PRIOR'IIO RECORDING OR TILING. (OVER) I IIIIIII IIII IIIII IIII IIIII INII IIIII IIIII I INI III IIII I IIIUI I INI IIII I IIII NII 3UFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 02/20/2004 Number of Pages: 5 At: 10:46:44 AM TRANSFER TAX NUMBER: 03-29813 LIBER: D00012302 PAGE: 266 GRACE A GRIFFIN GRACE A GRIFFIN District: Section: Block: Lot: 1000 037.00 04.00 015.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above instrument Exempt Exempt Page/Filing $15.00 NO Handling $5.00 NO COX $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $50.00 NO TP-584 $5.00 NO Cert.Copies $6.25 NO RPT $50.00 NO SCTM $0.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $156.25 TRANSFER TAX NUMBER: 03-29813 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Edward P.Roamaine County Clerk, Suffolk County TITLE NO. 5-2501112-SS Schedule "C" Premises to the East Dist 1000 , Section 037.00 , Block 04.00 ,Lot 016.000 1) Ira M. Vail Dated: 11/22/55 Helen O. Vail Recorded: 11/28/55 to Liber 4026 cp 81 Arthur K. Seemann Marie G. Seemann No Proof of Death found in Suffolk County on Arthur K. Seemann. Marie G. Seemann died a resident of Suffolk County on 5/11/94. Suffolk County Surrogates File 41212P 1994. 2) Barbara Morgan Kelly Dated: 1/29/98 as Executrix of the LWT Recorded: 2/23/98 of Marie G. Seemann, dec'd Liber 11879 cp 75 to Daniel C. Mooney Maureen M. Mooney I Eueulor'e Deed.IMM&A or Com ntdan.N.Y.R.T.U.Form 1010 CONSULTYOUR LAWYER BEFORE SIGNING THIS INSTRUMENT•THIS INSTRUMENT SHOULD BE USEO BY LAWYEnS ONLY. THIS ITk•':ENTURE,made the a,4 day of ,_,nineteen hundred and ninety-eight BETWEEN, I' r BARBARA MORGAN KELLY, residing at 5222 Villa Majorca:Court,Sarasota,Florida 34235,as executor of F the last will and testament of MASHIE G. SEEMANN,who died on the I Ith day of May, nineteen hundred and ninety-four,the party of the first part,adld DANIEL C. MOONEY and MAUREEN M. MOONEY, husband and wife, nsiding at 89 Pershing Avenue, Locust Valley,New York 11560,party of the second part, Witncsseth, that the party of the first part, to whom letters teslarilentary were issued by the Surrogates Court, Suffolk.County,New York on February 7, 1996,and by virtue of the power and authority given in anti by said last will and testament and/or by Article I I of the Estates, Powers and Trusts La v, and in consideration of TWO HUNDRED SIXTY THOUS. ND($260,000.00)DOLLARS,paid by the party of the socond part,toes hereby grant and release unto the party of the second part, the distributors or,successors and assigns of the party of the second Dart forever, All['hat certain plot,piece or parcel of land with the buildings and improvements thereon erected,situate,lying and being at East Marion,in the Town of Southold,County of Suffolk and State of New York,known and designated as Lots 143 slid 146 on a certa}n map untitled,"Map of Gardiners Bay.Estates,Section 2"and filed in the Office of the Clerk of the County of Suffolk on September 23, 1927,as Map Number 275, said lots when taken together, being more particularly bounded and described as follows:- BEGINNING at the comer formed by the intersection of the northerly side of Pine Place with the northwesterly side of Beach Court; RUNNING THENCE along the northerly side of Piac Place in a westerly direction a distance of 69.2 feet to the division line between Lots 144 and 145 on the aforesaid map; THENCE along said last mentioned division line,North 00 degrees 39 minutes 30 seconds West, 127.00 feet to the mean high.vatcr murk of Spring Pond; - THENCE along the mean high water mark,the following two(2)tic distances: (I)Noah 58degrees 05 minutes East,46.99 feet; (2)South 34 degrees 01 minutes 30 seconds Fast, 129.97 feet to the northwesterly side of Bach Court; q THENCE along the northwesterly side of Beach Court,South 44 degrees 02 minutes 30 seconds West.64.00 fee to the comer first above mentioned at die point or place of BEGINNING. - 1. i i f 'i V fo 11079PC755 F IVW g 1040 93 FEB 23 PM 2: 33 Number of pages �- WEAL ESTATIi L''J V. if;:l1A!NE TORRENS _ FES 2 3 19" CLERK V SUFFOLK COUNTY .� Serial p— _-- TfiAMSM TAX Uul"Fr J( Certificate g___ COUNTY Prior ctr.x___ -- 26337 " Deed/Mortgage inswmem Deed Mortgage Tar.Stump Recording Filing Stamps 4 FEES Page/Filing Fee Mortgage Ann. Handling I. Basic Tax y- TP-584 _J.._•__ 2. Additional Tax Notation ._ Sub Total i s t EA-5217(County) �75gr Sub Toul ._'—` Spcc./A-sit. Or EA-5217(Stme) _—_LL•-- Spa./Add. R.P.T.S.A. �$• ®ys'SV"�' TOT.MTG.TAX �, Dual Town_Dual County Comm.of Ed. _ 5 .00 Held for Apportionment f_ Affidavit C,� Transfer Tan Y. `� Mansion Tax Certified Copy _ —_ 11:e property covered by this mortgage is or Rcg.Copy ,_ __ will be improved by a oar or two family Sub Total _ dwelling only. Other -- YE.S or NO GRAND TOTAL If NO,sec appropriate tax clause on page N '-- or this instrument. Real Property Tax Service Agency Verification 6 Title Company Infnrtnalion Dist Section Block Lot Chicago Title Insurance Co. S 1000 037.00 04.00 016.000 Company Namc 0 9706-02153 -- Tide Number Inili 8 TFEEPAID BY: Daniel. C. Mooney, Esq. Cash,___Check__Charge_ 11600 Main Road Paycrsamc as R&R _ PO Box 702 (or if different) Mattituck, NY 11952 NAME:_____________-._-__ ADDRESS: RECORD&RETURN TO ^' 7777 (ADDRESS) 9 1 Suffolk County Recording & Endorsement Page TL,:page forms pan of the attachM Executor's Deed _ _made by: (SPECIFY TYPE OF INSTRUMENT) BARBARA MORGAN KELLY, EXECUTRIX- __ Tic premises herein is situated in ESTATE OF MARIE G. SEEMANN SUFFOLK COIIN1Y,NEW YORK. _---- TO ---_— Intl,c Township of Southold _-__._____ _DANIEL C. MOONEY and MAUREEN M. MOONEY _---- __ In the VILLA( ` ---- -- - of 1IAMLET of Eas_t_Marion BOXES 5 THRU 9 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR 10 RECORDING OR FILING. I 8+ „ ..- r110REGINt' OI I f�”, S i ll FOX if )ScfwD .SprInq Pond (UNDF_RWATER LAND) 1 6.8A(c) 5 rA °s 1�a s rr Bos 144s /SHORELINE / {S�� ( 506 l06 \� 11461 ` 11451 11441 (14T 1 r 0 i m �142) /j� $ / \ 115 % 14 75s 75s 1 \ oe / SOs \ 945 ` 11 (30') \ l ` 5546 ` 35 34/ a 37s \tia0 2s h \ /� ob 0 SPRING POND k1 12\5 SS° LOT AREA = 16,545.04 50.FT. " E 5 lb"3q'00" E FLOOD ZONE = AE / +7�HI EA\ \ �. N 82 43 Iq 60' u AVERAGE HIGH BASE FLOOD ELEVATION = 8.0 ® HOUSE LOCATION BERWAT 23b1 WATER IA.H Hj L€u. lo.oti — — 1= .= E.133 D LINE / 5YMBOL LEGEND 1 / / / DARK BROM LOAN(OL) 6 / e— \\ 2 i3 SETBACK LINE — . . _ . . _ — _ . . — �MD a �-- (u BRMN 54LTY SAW(%V EXISTING TO BE — • Aa '.'D� REMOVED/RELOCATED.............................................. S' p j 3' KATER - ryfi76 — I V\ 4h \ \ \ TEST HOLE - IIZ T pq� �� �pl"�,y T0. _ PALE BR"FINE P!(SPI PHOTO KEY �j a ° \ TEPS O _ "a \ In-or - 1Ob EXCAVATE AND REMOVE � 5 moor mmu" E I \ > APPROXIMATELY 156 CUBIC vQt 15 I'+/- HIGH EARTH YARDS OF SOIL FOR THE 6 RROPO5ED 2 4 I I BERM AT ELEV. LS HATER IN PALE eRow�FINE 5Aw sP INSTALLATION of NEW l \ 1� 46" TC�RY:DEGI - V 2 10.0' (TOP OF FOUNDATION AND DRIVEWAY, g c r BLUFF) m RELOCATE TO APPROVED s n ARZXMTocKAoea � It <`:� ': P05ED;�`STORY ry I rJOIL BORINl7 UPLAND LOCATION. 4 35'-0" !iF BEDI�00M)''''•.•.,:' I MGDONALD GE05GIENGE ELEVATIONS INN. V.D. IG2a DATUM y I: THOUS w/ GARAGE UNDER 22'-2 3/I6/05 � 5.C. TAX- . I ` I LINE OF HAYBALE5 j000-37-04-I� PORCH / EXISTING HOUSE E ALONG LINE OF BE bEMOLISHE CLEARING LIMIT F N w \ I I tin (TOP OF BLUFF) O E �..:' Y T, . . .,,_. I O PPE $ �10 loo' WETLANDS DMFLLIN6 WITH �� cc; T �5E MICL wATEz �c rt^y u, - ` m g� ii PIPEIA. CRO55OVER O� 2 007'42 \ i "err try PROP05ED SANITARY SYSTEM, /IC $tpNP TIES • 1000 GALLON SEPTIC TANK 79.97' RON °Q°'� I LIP , 3- LEACHIN& POOLS; 4' DEEP, 6' DIA. 0017 NOTE CHANGE(S) S.G.D.H.S. REF NO., OF PAVE"mr by Dept. of Health Services RIO-04-0202 MAIN 6 WATER 6a 2 FIIfD 11 MAP N.Y.S. D.E.G. PERMIT NO.: MAIN PINE PLAGE A �'r`GK '�, - I-4735-02754/00004 NYSDEG ADJACENT AREA = 12,230.2 SQ.FT. BASED O R Y �o -� pia J05EPH A. I NOEON NGE6N0 LAND 'TM'�e S H T I O 1= 2 AREA OF STRUCTURES WITHIN ADJACENT AREA = 355.4 SQ.FT. SURVEYOR, RY Al .COVERAGE OF STRUCTURES IN ADJACENT AREA= 2.q% 2005. SITE PLAN SITE PLAN AN °"g""�"'TM PR P 5ED T TORY RE IDEN E: JEFFREY T. BUTLER, P.E. PUBLIC WATER PIN PLACE, 15 P.O. BOX 634 20 to 0 20 40 60 ao EAST MARION, NY �d hZ� SHOREHAM, NEW YORK GRAPHIG SCALE 100 S.G.T.M. 1000-37-04-14815gh �' .TEL.: 631.208.8850 FAX: 631.727.�03 ry = 20-0° HATER BODY: SPRING POND - )� DATE PREPARED: 1/6/03 COUNTY OF SUFFOLK TOWN OF 56(JYH0'CD DATE REV15ED: 3/10/05 SUFFO_-COUNTY DEPARTMENT OF HEALTH SERVICES EMIT FOR APPROVAL OF CONSTRUCTION FOR A BERM WITH APPROVED 2 SINGLE FAMILY RESMMCI ONLY PLANTINGS, 2 ROWS, DATE 4'0" O.G. 5TA66ERED APPROVED a SIDES OF BERM TO BE 10 PITCH _ PROVIDE 2' OF LEVEL PLANTING Q FOR MAXMUMOF AREA AT TOP MINIMUM DNS GRADE�RM THREE YEARS FROMM DATE OF APPRpyA7, EXI5TIN6 G TOP OF BLUFF 2'-O' EXI5TIN6 PLANTING ON BLUFF EARTH BE NOT TO SCALE HOUSE, FF = 17.3' FINISH GRADE EL. 14.2' FINISH GRADE MAX. SLOPE 5% EL. 12.6 FROM EDGE OF I MI SANITARY O' ti TOP EL. 15.2' ' —I' MIN. APPROV)=11 p1'4• TOP EL. Il.b 6„ VT. APPROVED PIPE SEPTIC PIPE MIN. PITCH I/4" /1' TANK TC I/8 /I' LEAGHING rl INV. EL. INV. EL. 12.a' INV. EL. POOL ^' i z W 13.3' 12.7' (1 OF 3) EFFECTIVE 8 -O INV. EL. 12.4' DEPTH 9�FFssioNP`� 3' GLEAN 8'-0 SAND COLLAR T5.G.D.H.5. REF NO.: SANITARY WASTE RI5ER RIG-04-0202 ESOT. EL. 7.0' N GROUND WATER NOT TO 56ALE 2 N.Y.S. D.E.G. PERMIT NO.: 11-4-755-02-754/00004 SHEET 2 OF 2 ET PROP05 ETAIL THO 5TORYE D RE51DENCE: JEFFREY T. BUTLER, P.F PINE PLAGE, P.O. BOX 634 EAST MARION, NY 5HOREHAM, NEH YORK 5-G.T.M. 1000-37-04-144 15 TEL.: 631.208.8850 FAX: 631.727.8033 HATER E0PY: SPRING POND DATE PREPARED: 1/6/03 GOUNTI' OF 5UFFOLK TOWN OF 5OUTHOLD DATE REVI5ED: 3/25/05 IN BUILDER'S JOB NO. /V, TITLE NO. REV. DATE ITEM NO. PROPERTY ZONED: 1. 9/9/05 FOUNDATION LOCATION TOTAL PLOT AREA: 18,387 f S.F. FOUNDATION AREA: 1.774 t S.F. ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.. SPRING POND 6 NON SZ6p S 9352 G"E S 17 1651"E eF �60 1�1,1 NB23 61U"E S7 9,60, E 3 Nh ' for u1 a a 00 n wl IN IOT IH NLE' 3 a GOJ a V N82'07'42"W 79.97' N77- DXL a rAloon 0 9'30"W PINE �IOF Mr AFftT PAlBp1 ) PLACE 76.00, L=69.20' �6 PAWIEKf I 1 I Epp ■ MONUMENT `J • STAKE �— THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOOATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST:1000 SECT: 037 BLK: 4 LOT: 15.1 BURTON MAP NO: 275 DATE: SEPTEMBER 23. 1927 LOTS ,42—,44 BEHRENDT �eoF NEW �p g.BEly SMITH MAP OF GARDNER BAY ESTATES SECTION 2 PC LOCATION: EAST MARION ENGINEERS TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS Q SURVEYED: JUNE 21 , 2005 4931* CERTIFIED TO: MANZI HOMES 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 ANOe3J (631) 475-0349 SCALE: 1 "=30' FILE NO: 05-332 FAX 475-0361 BUILDER'S JOB NO. TITLE NO. REV. DATE ' ITEM PROPERTY ZONED: NO.I. 9/9/05 FOUNDATION LOCATION TOTAL PLOT AREA: 18,387 3 S.F. 2. 1/6/06 FINAL SURVEY ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.. N O ti` SPRING POND S>7• S55'36'51"E N 3q�36"E 17.16' N 5A 0E 9.52, _ N601�y N82-43'301 S78-39'001, 23,61' 9.60, a Hoar wz o ^M Ny � rEaTT - 2 >° ;ot Hz - mT lu iE.O]'W WT IN BULKHEAD 1.2'W a _ O !.Y 4.5 Nov 12.T FE.O.CW ti �va'q� e,B. ��REti I ?STQ4 SF2PS Y a 608' r2tE 'e'wF I totll5 ' 3 •e �7' ry CET�� 1 sF,y�. 21.9' I Br, I p o LLI 0 I ff45f a ST. s 15-11, ZSwm B" Cp I w N8 '07'42uW FE0.1$ 79.9 WV.p CP I M G T I - 3 o Gr EDIL OF FAVflIFN1 N7j'pg•3p^K, Ito IEzaw R=60.00' �vP PINE (30' WIDE RIGHT OF WAY 76.00 Raiw L=69.20�� eax aF aAWNENT � P LA C E ar A RC k4F Ntt 6 SUF OLK COUNTY GEP.4R"trc APPROVAL OF CClSTRUCTtD,'JIti';<S i'CR A SINGLE FAV%Y 1^-•c 1 - JCc' +I r � Date �1R ? H.S.Rsi, N3._FLU o4 U202 ThC sa'Nage eSI o5a!aKa a ' r su r y f;C^i;irs a'.this IOCa5=have been "t . CCp:'WnCrlC'G:: . Gre ..2.>arAfccndto ■ MONUMENT _.: r ;.'is.L y • STAKE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST:1000 SECT: 037 BLK: 4 LOT: 15.1 MAP NO: 275 DATE: SEPTEMBER 23, 1927 BURTON LOTS 142-144 BEHRENDT aF NE MAP OF GARDNER BAY ESTATES SECTION 2 SMITH PC �,`r�5g.BE/y LOCATION: EAST MARION t ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS 101 SURVEYORS SURVEYED: JUNE 21 , 2O05 244 EAST MAIN ST. 0¢: &ERTIFIED TO: MICHAEL F. GRIFFIN AND GRACE ANN GRIFFIN 0499-1b �; PATCHOGUE, N.Y. 11772 lc 1 J/ (631 ) 475-0349 LANCSO� SCALE: 1 "=30' FILE NO: 05-332 FAX 475-0361 pE.Slf.�N GRITEiRIA WIND SUEJECT TO DAMAGE FROM WINTER ICE SHIELD USE/ GROUND SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF - SNOW SPEED EXPOSURE DESIGN LINE LOAD fMpH) GATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CpN9tRUCtION MODERATE SLIGHT TO II YES FROM 1596 40 of 20 of PERIMITER EDGE ZONE • 33.2 pet EDGE ZONE . 25A PST 3 20,0„ FIRST FLOOR • fi69 34.FT. TYPE V 45 pef I70 B C SEVERE 36" TO HEAVY MODERATE FIRM MAPS P P INTERIOR ZONE • 26.6 FIT INTERIOR ZONE • 16.14 PAT SECOND FLOOR . 14515 1 -THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWINCs SET)• - - -- - - --- -- -- - - _ — —_ - --_ - - _-- HAT O HI ' TY TAEiLE R301.5 Ill Mmm,m eF.mrg o-... An emrg.nay a.cepe And'..Um Um — - — — — -- _ op.ning. .hat here a mmlmum n.t d.a epening ar 5.T .qua. f.e• lOSno '�'�'��• _ MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER $d.UARE FOOT OF HORIZONTAL PROJECTION EXCEPTION Gres. flaer PF.ning. ."I h.,. A minlmA n.t Flee- TRIBUTARY LOADED oPemrg of 5 .qua.feet r0 465 .2) AREA IN SQUARE FEET Ill L] Mnlmum gavnlny FelgFb The minl,rum net clew epening blgMt - �; FOR ANY STRUCTURAL -�� — '-- - .F - - — .II by 34 Inch. fGIO Mm). T ME �. MBER ---'� --w - — AjK O TO WI TO OVER RR310' .ni i's Mlnlmum epng mlath Th. minimum net clew epenin al g wall .NeI be ]O - ROOF SLOPE 200 600 600 _ _ W -- -- - - - - - ------- - r - FLAT OR RISE LEDD THAN 4 INCHED PER FOOT RR90.14 OFereliooel F.-VAlnb. Emergency ..cape as rescue --,. FIA) ]b 16 I] oo.ml,1Q. .hell be opv.tla'.1 Rom the made of the ream.11H.t the w. - of key.or bale. -- _- -_ L _ _ _ RISE A INCHES PER POST Ha)TO LESS THAN - - _ - - ® - - 0 U u U O _ q .1] INCHED PER FOOT f;lU 16 14 TABLE R301,6 _ - ---- — - -- - - RISE I] INCHES PER FOOT rlil AND GREATER ;2 12 U VINYL SIDING TYIFI -- -' _ ALLOWABLE DEFLECTION OF - -- - --------- - Ia STRUCTUAL MEMBERS - TAIBL�3Q1'.d STRUCTUAL MEMBER ALLOWABLE ALLOWABLE _ T _ -- - "�_ - ^ - - , '- --�-- MINIMUM UNIFORMLY DI$TRIBUTED LOADS (PSI) DEFLECTION - RAFTERS HAVING SLOPES GREATER THAN s/I] -----` --'-'— - T - ' —��- -_--_-_---- ------_ ---- - _ USE LIVE LOAD WITH NO FINISHED CEILING ATTACHED TO RAFTERS VISO --------- - 2 ..6%TERIQR BALCONIES 400 INTERIOR WALLS AND PARTICIANS H/ISO --- -- - -- _- -- _- -- O belles PASSENGER VEHICLE GARAGES BO FLOORS AND PLASTERED CEILINGS LB6D THOUT ATTICS WI STORAGE 10 - — ATTICS WITH STORAGE 20 ALL OTHER STRUCTURAL MEMBERS L1940 ROOMS OTHER THAN SLEEPING ROOMS 40 EXTERIOR wALLD WITH PLASTER OR STUCCO -- — -- -- - __------ - -- SLEEPING ROOMS 30 FINISH ws60 , STAIRS 40 _ _ rr GUARDRAILS AND HANDRAILS 200 EXTERIOR wauSAIIIND LOADS WITH Bellv240 - I FINISHES IXTERIQR WALLD401ND LOADS WITH OPENING PROTECTION B�' FLIXIBLE FINISHED WOOD STRUCTURAL PANELS — - - --- -- NOTE: L. SPAN LENGTH, He SPAN HEIGHT -- - - , PERSUANT TO 1609.1.4, SEE — - - FASTENING SCHEDULE ON _ A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A9 0.1 TIMES _ __ _ _ _ DETAIL SHEET IN THIS SET THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, I 1 SEE DETAIL SHEET FOR - HIdH WIND CONNECTION I 1 RE=IREMENTS RETAINING WALL I I I I L X UJ I C — I LU I m m ---_-- -- ---- --- - -I - - - - — — — - - - — 1 —I ----.—.-- r I- --- GTEP FOOTNG =_° h -- - - - - - - - - �-__ ?- - 30 DEG MAX. --.-.-.-.-. ._ (1(� Yr a/ � - - - _� - - - - z::::._I FRONT ELEVATION - ul o -- -- -� -- - - -- -- -- ---- - --- - -- --- -- - - - I STEP FOOTING 0FFICb x ]O 30 DEG MAX. r=' n, z m APPROVED AS NOTEDLL -- -- .. -- — - - �-_— - - -- -- - - - l2 �/ -__ -- DATE: B P # uj -.--_ — —. _._ PEP 33 LP2 _---------_= ZASPHALT ROOF sHINGLEs, rYP.—_—�_--_�_- =-�_- -_ —_ _- -. :-.-__—_.-- — -- ---_--_-------- NG'IFY BUILDING DEPARTMENT AT EN - - - -- _ __ --" —_ '— ------ -- — — —_ 76F .n2 8 AM TO 4 PM FOR THE I� FOLI 'KING INSPECTIONS: OCCUPANCY OR � IV NE y 1. FUi NCATION TWO REQUIRED FOR POURED CONCRETE USE IS UNLAWFUL FRAMING 8 PLUMBING WITHOUT CERTIFICA TE * _ 3. INSULATION 4. FINAL - CONSTRUCTION MUST F OCCUPANCY BE COMPLETE FOR C.O. -- -- ALL CONSTRUCTION SHALL MEET THE 4 _ REQUIREMENTS OF THE CODES OF NEW Ay0FE5510NP� YORK STATE. NOT RESPONSIBLE FOR CERTIFICATION OF --- DESIGN OR CONSTRUCTION ERRORS. NAILING & ;CONNECTIONS , JEFFREY T. BUTLER, P.E. — - NEW Gl., RE UIRED. 9 PLY WITH ALL CODES OF W � --- - RK STATE & TOWN CODES U - -- AS [ _0GUIRED AND CONDITIONS OF Z UJ --- - -- - - YLgiolraG. TYP,'- SOUTHOLD TOWN ZBA 0 0 - - - -- - SOUTHOLD TOWN PLANNING BOARD U) a- 16TS SCUTH06 TOWN TRUSTEES W > 4 ° -- - -- -,-- 101 S H N.Y.S.DEC DO NOT PROCEED WITH a z Q - - - _ -- QE $ FRAMIP- LP -r_ DCATIOIRVEY LL a - - ���� �� OF FOUNT_ G I, _OCATION'I a ii O HAS BEEN APPROVED. ! a a COMPLY WITH CHAPTER"46" m O Sc NED oPEwN = --- — FLOOD DAMAGE PREVENTION � Q 4 O SOUTHOLD TOWN CODE. m I UNDERWRITERS CERTIRCATT W ~ y ALL CONSTRUCTION SHALL AEOUAED 0 -- EET THE REOUIREMENTSbFTHE1 CLTt n o ' STEPS AND RA 1 C -,xEfS]Wu .�FG ��roJ O [ } 1 AS NEEDED P CODE RSTAIN STORM WATER RUNOFF! S I 11 I 1 PURSUANT TO SECTION 45-10C I p I I I I I I I I I 1 1 PLUMBER CERTIFICATION OF THE TOWN CODE. I I I I ON LEAD CONTENT BEFORE 1 1 I I I I I I I I I I 1 1 I I I I CERTIFICATE OF OCCUPANCY }��+ P L PLUMBING WASTE PAGE : a I I 1 1 1 1 I I I I I I I I SOLDER USED W WATER PLUMBING I I I I I I I I I I I I SUPPLY CANNOT 1 i 8 A'A-ER LINES NEED I 1 1 1 1 _ I I _ I �I TESTING BEFORE COVERING / ---- - - - - - - - - - - - - ---- - - - - - - -- - --- --- - J- -i- - - - - -I—r . I- �XCEE02/100F1%LEAD. — - - --- - - - - -- -- - - -- - -- - - -- - -- - - - - -- -- - - - - - --- - - - - -- -- -- ---- - - - - --- - - - - -- --C=-- - --� '- N rJ --1- REAR ELEVATION L----_ ________________________-__' -------- -- - - - -- - ------ - -- - -- --- -- - OPENING PROTECTION BY 9EE DETAIL SHEET,FOR WOOD FRAMED — "I / WOOD STRUCTURAL PANELS NIGH WIND CONNECTION CHIMNEY V PERSUANT TO 1609.1.4, SEE REQUIREMENTg -- FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET _ � N di � d o — — —— —— — —— — — — — — ——— —— 144 I I I I I I I I I I I I I I I I I I I I I , j I I I I I I I I I I I I I I I I I I I I I RIGHT SIDE ELEVATION pC Q LL �mm `nym ti W m o m L l o m -- LL ul - - --- -- 45 -- -------- ---- --- -- --__ � FESSIONP JEFFREY T. BUTLER, P.E. Lu - - -- - - --- - --- --- -------- Z -------- - - - - --- - - ---- -- - -- — W cl ----------- 79 cc ------ - - - FEE - _ -- -- - - - - - - LEFT SIDE ELEVATION aG T IL - --- -- ® ly _ � 0 cc O o I ® � ® I NOTE_ PROVIDE 4 'FLOODVENTS' •� I I I I I I PER 200 50, FT OF FLOOR AREA IN GARAGE I I I I ® ® ® I I GARAGE F DOOR. FLOOR AREA 545.91 50. FT I I I I PROVIDE 4 VENTS AS LOCATED j/j`y ON THESE PLANS (SEE ATTACHED PAGE : ® � F1.00D EFTS SHEET FOR DETAILS) _ I I 2 Of (o- 64'6" 27, 1" 14'7" 6' Ill" 11'6" 4'6" I ,. 6.011 6'6„ 5,3„ I'3„ 2'6, 2'7„ 511„ 5'2„ 10'3„ 10'3„ 4'3„ 2'p, TV' _ ___________________J_ ____-'NEP_F PES5PR9_YE_J____ T_1 J_____ ' '-� -� -� -— - — -i ~— }1X10 GGA GIRDER 3-]XIO GCA G DER I I ,�•--`--' `--- `-----. ._fib 24"ON 3 "x 1� "X8 PIER . '� I . i •,0, %'--I r ON 30"x3`J"x0" P.C. - -- � 1 -- - - PIER TO I�NDGCA POST, ANCHOR DO PIER /TYPISTURBED i �P V IP �I o SOIL Rill ; Z 10 J 11 I n 'III-„b• ' �-� �,�. O _O o __• 4,4„ I i 6,01, g,0„ a H,0„ a,0, 7' 1 U„ g„ 3,6" tt xl _ - _ y _—ice_ a�` .I_ ', , -�. W _ 1 y-0%10 GU GIRDS 13.1X0 CCA GRDERI I}-1%10 CGA GRDER 13-Dt10 CCA GRDERI �'+r]XO CC4 GRDE I • 3-]XIO CCA ORDER 1 I 3.1%10 CGA GtliD p GCA GIR ± K 1 1 I 1 I I I , 1 I ,�_• Q ' 1 ,_Il__. ._� B_• ._____. ._____, ._____. ' }]%10 GCA GIR I —'— - T-0%10 CCA GIRDER I ` RETAINING WALL BY OTHERS iI p A B" CHEEK WALL, HOLD I 0 �I _ DETERMINE IN FIELD HEIGHT 8" CHEEK WALL, HOLD 4 1 CUU • _FF __ BELOW GRADE 12 AND DISTANCE �' N r BELOW GRADE-------- ---------------- ---2BIl_.- -_--___u n 1 287 :x�O ccA BL x s" LAGSIti O BOX Imm _----- ----N -------- -- 2BIT •- --_ --- _-- � -------- O.C, y OTTO", TECO D.J 2811_ _________ _____ O 1 „ y • • r • 1 I , • . I y • , I I I , . I I I , I - I • I •, ______ _1 , i ,i I w •, , BEAM OCKET ' i O O U <" • r GROUT SOLID - • 1 m ' NOTE: PROVIDE 4 'FLOODVENTO O • i PER 200 SQL FT. OF FLOOR W. , W' i ' FC j O AREA IN GARAGE DOOR. I m i GARAGE FLOOR AREA • 548.91 80. FT, A PROVIDE 4 VENTS AS LOCATED H i i r ON TWESE PLANS (SEE ATTACHED _ 2-3 1/2" STEEL COLUMNS O \,/ I 3 SHEET FOR DETAILS) I I '0" 3'8" 6' 11" X - , 3O"X60"XI2" POURED — — M CONCRETE FOOTING ,_ � ' • � (TYPICAL) Ir a __� - Q 'p. EXCAVATED GARAGE c tl ` `- .'--: T d ,m`• ; I r y i a N EXCAVATED ____ __ g_ _ d Y r�_ �___________________ ,G--SLAG-______..� g__Q� ___ ___ _ ____________ _ _______ _________________-_____ _____________________ ____________r__________________a a______________ ' 41L 6'S" 8'0" _ S'U" I T 10" 1 , d Q IL O _ 6FON " 10/10 W,W.M. _ D 'I � m A u ' "" z ON 4" POUROU6 FILL m ODE .-- - i ~ W D p ' FL.PITCH CLEARANCE u T - ___i i ' ^_2- 3/3"x I I/8" M POCKET • -; _ yy77. p 3121 ' —i Qfi SOLID O _ _ I .___ 11111 WI `"" (T'0"- I= F IR 7_I'3/4"x II /0_'�_ _ 7_I ./4"x II l/B'_ �_ 2-I 3/4 _ _ 1 ' I • i 2'U" n O x M.L. GIRDER M,L r3ix VB" 1-I 3/4"x II VB" • E �F I 4 LL DEI2 7 �•- m r O 'U' Im � r I- X ' Y- - / m p .mJ I I- - ImER —� �M,L GIRDER 1 • I �• fl ad ' /Ill/B" TJI 360 F.J. a1Y' QC, .. I 2� 3/4" X '.___ x I I m 0' W It v9" ry c a I 3 I/2" STEEL COLUMN 0 ' r' ,Y U - - O , a M.L. F. F E"T - r i Ul 1 I 3d I U µI (TYPICAL) FOOTING 1 NAG 3RETE FPOURED CONC RE1LX 6' COLUMNSEXCAVATED CELLAR GUOTOM 4' «1 WITH 6" TO GONCRET TOP AND �.I_ w _ m p - d' P.G. SLAB I w PE - - - - -'ELATE, ANCHORco o F.J. m O - ON 4 10/10 W.W.M. � O R F.G. NA In T— LLlmBASE _ xbE AND GIRDER 3/4" X X " POUROU6 FILL ER FURNACETYPICAL 1 B" n @ ' EL. B.6' - CODEW BEAM OGKET Xi5l 'oll Ul ____ ♦ y • , • • . . • I _ • , • • ♦ . c GROUT SOLID. 1 1 1 rv ,OB: O � • . , _ . I . ., . ter , I . , . ♦d . ♦ r 1 • . _ . ♦ • 1 ♦ I ' • -- lw •------- - NOTE, PROVIDE 4 'FLOODVENTS' ;,{ } t - �' " 1 I ' '2'0" 1 } HOLD ; u� I a 2 U , .________J________________ ________ y 1 l0 0" CHEEK WALL, i o 1 PER 200 80. FT. OF FLOOR E , . . •. , I . N ' i a 1 , • . I I , ' � • r r 1 I I ,� BELOW GRADE I i g AREA IN GARAGE DOOR, m 4 OO Q d , _' i i O GARAGE FLOOR AREA ,54B.61 SO. FT. �_ U U 3 a 3 t ' ' J PROVIDE 4 VENTS AS LOCATED RETAINING WALL BY OTHERS PROVIDE ANCHOR 00LT0 AT EACH CORNER u1' ❑ u are GGA w/bG p BOLTS , qj 1/2" GCA RILL O d O n AND DISTANCE IPIROVIDE 5/0" H CHOICE MOLTS DETAIL 0,EMAEXETS iLL�--�_ A of-- o Zw AyIRDgw - ' I TERMITE R LL (- THIN I' Or IN ' 1 ON THESE PLANE (SEE ATTACHED Z m DETERMINE IN FIELD HEIGHT ,U ♦` - 0 PIER TO UNDISTURBED G PIER SILL SEALOR _ TKO E i J = SHEET FOR DETAILS) 0 a m SEE DETAIL SHEET FOR INSTALLATION & 4f 111- -mac---LINE OF 9 2 K ABOVE 4'U -'f_ T N 4 AP05T, ) ' DAS`XHOROOP FOUNDATION' GRADE *�P� AP T Bw9O� J co EY SOIL 61L. d N t Q m N 211'h" it ANCHOR6TO PIER TTYP. P i m 3 N U 3 - 13'6, 3U'R" TO" N 8 '= � H ND AIL ODE fib,6„ I i i J 0 3 n -vr m JEFFREY T. BUTLER, P-E, x z LL I, I l i n o s _ _ y J FOUNDATION PLAN ' , z mf ° --�> 1 1� YO O IIl/B 'L F.J. N, W X BASEMENT = 1,226.80 SQ,FT. v p U 3 I , � F o.c � ; , � Z o /II l/9 TJI 360 F J 12' 21 m w `------ ` GARAGE a 563.1 SQ. FT, � N 0 I IW z UpI. y- SMOKE DETECTOR U) O m I I > t m� EXCAVATED GARAGE a d I 50 INTERCONNECT PER CODE I•L1 r O p o ISp IWO r 4" P.G. SLAB 1 Z 1 m CARBON MONOXIDE DETECTOR i 1 6"x6" 10/10 W-W,M. d d e al 1 I ONE PER FLOOR Z V ,Z m 1 1 ON 4" 70O OUS.H.0 FILL Q O O' i PITCH TO O.H.D. - — L J a W IF O 9'6"H- CLEARANCE .. z1- I ' ° ° 1 • 1 Lu I , r r ' ____________________�__________._____ U I __ O ______ ______________________________________________________; , , 0 m a N r \, • I , • r • I 1 O/� Q Y 1 r W _ OPENING PROTECTION BY r , WOOD STRUCTURAL PANELS 3 SUANT TO ISO�A.4, SEE RR R FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET OFF FOUNDATION FRAMING PLAN HIGH WIND SWEET FOR PAGE :" HIGH WIND CONNECTION REQUIREMENTS NTERCONNECTT PER CODE is sm6KE O NOTES- OPENING PROTECTION BY SEE DETAIL SHEET FOR I. OWNER REQUE576 THAT ALL PLUMBING BE RUN WOOD STRUCTURAL PANELS HIGH WIND CONNECTION AT INTERIOR WALLS ONLY, EXCEPT FOR HOSE PURSUANT TO 1609.1.4, SEE REQUIREMENTS BIBS AND EXTERIOR SHOWER. FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET 2. PROVIDE PROPANE GENERATOR ON EAST SIDE OF HOME, TO BE SELECTED BY OWNER. 3, UNDER GROUND PROPANE TANK (_ GAL.) TO BE LOCATED ON EAST SIDE OF HOME. SHINGLE RIDGE CAPS ,g IDGE VENT HAJ5T AIR SHINGLES FELT PAPER OF SHEATHING fTYP.I RAFTER W a o � � 0 ' RIDGE BEA � h RIDGE VENT DETAIL 64'6" z u o 4'fi" S 111" 51101, WY 4'S" 4'ft" 8' I I" T 111" Ill' B" 5'4" 2'0" LINE OF PORCH 4BOVE 1 ' 11 it uaTOM rwEENm c—n- z it N a- 1 , itSCREENED-IN PORCH i w 1 ' nIEoK.. W' 8 1 V 771 FP i µ� II o P O O z ty W 1 O N 2XIO LEDGER, BOLT TO BO: g N p D) �, D g BEAM W/IR" X 3" LAGS, 16" O.G. 0j �14.61Z� TOP ANo BOTTOM,TECO D J `I - �I W LL LL W L 1 I a J L3 W ' W (1- TW3052 DHP5652 TW3052 TW20$2 FWG606II TW205T 'x FWG606B DHP5652 RIIH31611 m m m n- 2-2x10 HD {I 2-2x10 HDR 2-2x10 HDR. 2-2x10 HDR. 2-2x10 HDR. 2-2x10 HDR. -2x10 D 2-2xIO HDR. 2-2x10 HDR. ; DRYE X Q VEN �I Q II I 1 _ I _ TO EX EXTERIOR SHOWER LL 1 2(1'7" 23f (i 9" ' 12'6" TO BE LOCATED =. '^ lU 'D r BY OWNER pp�,, i >�� AS T0" O11 D=1 = I I I_ - o i O r I X DINING ROOM n X 1 O 8'O" CLG, HGT. X I LSD _ - Q I I °I 1� I MUD ROOM _ - W to LIVING ROOM 7`1I o � I 12; 10" Imo' m 3'S" -'<° K B'O" CLG. T. p - i� O - � Z m 50" CLG, HGT. I - b O _ a z /11 O 4' X 6' -- 1.41 KITCHEN o or O -�Q I I I® 8'O" CLG. HGT, v ^'r PL '`� LL 1L a �D 3-1 3/4" X II T/S" M.L. F.J. n � rLL SEARING _ lp N U- D' 2- IOl-IDR. 1 2- xl7 HDR. 1 - i REF. TO" B PREFAB,ZERO CLEARANCE e EoCxET o11vs - e ul x� GAS BURNING D.V FIREPLACE M _ 4'p" '� ` _ WITH 20" HEARTH PER CODE MFPA 211) r^_L T ^ PROVIDE FRESH AIR INTAKE 3 m 2-2x10 HDR. — I I. AND GLASS DOORS PER CODE r G.O. GHIMNEY VERIFY SIZE _ 2-2 12 HDR_ !1 11/2" PVC CONDUIT FROM _ F NE',1' 4 W INSULATE .O.FLOOR = BASEMENT TO ATTIC. 6 _ .`�(O VV y ABOVE - I PROVIDE OPENING AT - c �Nt FFPEY T.ul) Q�1 EACH FLOOR ATHROO �` 1ry,�J CLG. H 7. p 1 FOYER o I v o FAMILY ROOM �9, = OPEN TO ABOVE u _ _ d g ` SO" CLG. HGT 4 4.a O _ r W. 3 Aq�FfSS10NP� - 2 4 14 S AAREEMENT H' _ 20,W = I 12'6" 23' I" h - 5'9" = JEFFREY T. BUTLER.,P.F. HARD PIPE 3-1 3/4" X II 1/5" M.L. F.J. ____ ______ �� 1 t VENT TO EXT. p _ _ _ _ _ _ —_ 1 �o _____ __ ___________________ __..q I u LINE OF WALL ABOVE 7 LINE OF WALL ABOVE \qN m -W O 2-2x1O NOR, 2.2x10 HDR. 2-2.10 WO . I ry GL 2-2x10 HDR. 2-2+10 HDR . 2-2x10 HDR. Z O 1 T TW3052 TW3052 __ _ _ __ _ N TW305_ TW71-- TN7U9'_ TW305' 1 = W o _______________________ __________________' ______ -------------------------------- - ul A 21 LINE OF ROOF ABOVE LINE OF ROOF ABOVE � m \� U 1068-306E-1065 ' W )_ 4 p- o COVERED PORCH u /DS ov z R 0 9 tl 1 ' 3-7X6�.0;PORCH GIRD Z lWJ Z m m — _ \ -HFm0 a �,gypp STEPS AND RAIL LL d G O PER CODE W L - 0 ago 4-0" 6 T' 6 2" 4'0" 69, 6 9" T 6" T 6" T 6" T 9 1/2" LX 1'2" 0 F W r v U 20'4" 13'6" 70'N" O 0 n EL 64'R' � O 0 v E b�� cr = FIRST FLOOR PLAN �� o LIVING AREA = 1,169 SQ,FT, u FRONT COVERED PORCH = 64 SQ,FT. ��y UNCOVERED REAR DECK = 263 SQ, FT. SCREENED-IN PORCH = 442 SQ.FT. )))��� ' Is SMOKE DETECTOR /�T o INTERCONNECT PER LADE r e CARBON MONOXIDE DETECTOR ONE PER FLOOR LIGHT 4 VENTILATION SCHEDULE: FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION ROOM PROVIDED REQUIRED PROVIDED REQUIRED ISQ.FTJ ISQ.FT.J lSQ.FTJ (SQ.FTJ l54.FT J FIRST FLOOR LIVING ROOM 548 13.6 44.6, 52.4 223 FAMILY ROOM 312 21.6 24-S 25.8 12,5 BREAKFAST/ 330 141 26.4 128 13.2 KITCHEN DINING ROOM 166 141 133 128 6.6 SECOND FLOOR BEDROOM f2 168 16.0 134 14.6 6,7 66 6 BEDROOM S3 186 191.0 14,5 14.6 1.4 64 6" 0 N BEDROOM S4 I15 16.0 14.0 14.6 1.0 4'fi" 5' I U" I2'0" 4'9" 4'9" 6' I U" 10'0" S.01. 5'0" 3' 10" T'0" MASTER BM 290 12.0 23,2 36.0 11.6 LIBRARY 160 21,1 12.8 10.5 6.4 MRCVIDE RAILS PE COME WINDOW AND DOOR SCNEDULE -z WINDOWS MANUFACTURED BY ANDERSON-400 SERIES(UNLESS OTHERWISE NOTED) u DOORS MANUFACTURED BY THERMATRU UNLESS OTHERWISE NOTED w 0 11N1T CLEAR OPENMG SHUTTER SIZE GLASS VENT COMMENTS ON. ii-FT. WDTX HEIGHT NADTH XlIGXT Sq.FT. 54PT. m MNDOWS 0 x PORCH A21 0.80 191l2" 6" 30' 30" 2.60 080 4 OPENING PROTECTION S'' SEE DETAIL SHEET FOR /wueeaa nenawANe RFFF I I WOOD STRUCTURAL PANELS HIGH WIND CONNECTION CTN28.2 70" 42" 10,60 _ 2 PERSUANT TO 1609,L4, SEE REQUIREMENTS I FASTENING SCHEDULE ON CTN34 48" 30' 360 2 DETAIL SHEET IN THIS SET DHP5652 75- 72" 24.83 4 t _ _ u Tw1e21a 1.77 tt7B' � 14va" 39• ar 2.e0 1.78 I 2 TW2062 4.29 217/8' 128114' 30" 70" 737 431 J ----- , TW21021Q3 3.16 317B' t41/4' 128' 42" 1686 954 1 , TW2646 4.69 i GTN2B-2 27718" 24114" 38' 62• 8,31 471 1 TW2(152 ' I T T '__________ FWG60611__________________________________________________________________ 1W304fi DHP5652 i DHP 652 I TW2052 TN304ry FWG60611 TW3046 TW28310-2 420 287B" 20 V4" 78' 54" 1406 8.44 __ I 2-2XIC "DR 2-2XIC HDR 2-2%10 HDR 2-2%10 WDR 2-2X10 HDR 2-2XI0 R I \ ' TW 3046 6 70 33 718" 24 114' 44' 62" 10 31 5 73 8 ' 4'9" =I'9" UL Q LL Iq T,� 4'6" Ig�� 6�31' 13'2" IF 1U" , � 1 TW3062 6.64 337B" 2811C 44- 70• 1203 6.67 10 _ UI DOORS I �y�/4�P/� _ O m - 1 _ WALK-INS i \� v;� -o'�„ ° U) �[ G ' CLOSET I ^t� 1'M' 'n FWH318 1 16.72 013116 791B' 44' 90" 1145 16.72 ANDERSON400SERIES = BEDROOM 03 r L RARY = _ MASTER BEDROOM '^ p m ' p O e'O" CLG. HST. ' _ . S'O" CLG. HGT. FWGB0611 15.31 281B' 787116' 82' 90" 24.86 15.31 'IANDERSON400 SERIES 4 h n < SITTIN AREA Bb' CLG. HST. Gn Q, , x } i " (CEILING VARIES) I I O i O ' W ' II� CQz Lp u :ATTIC ACCESS r mI I$ I/x x I �� I' A - ;wIFULL DOWN m ' IFL11T; _ 1 Q - i STAIRS a, X I� ry = H W OI _ IJ I BASEMEN CONDUIT FROM "' 0. ' 2 EACH E ATTIC. ry 1 PVC G - m ,r- BEARING WALL AtI I^ r� SE FIReTI ' rFRAnE fIReT1 BEARING WA ! PROVIDE OPENING AT 1` �y a II Q I w CVI RA FLOOR !ll--LLL--- - umi F _ _ __ _ _ - _ - RIDGE - _ �_ T^ _ _ _ _ _ _ _ _ _ _ _ _ _ 2X12 RIDGE `� U 'v _ •° Z w O N o BEDROOM S2 III 13 _ " , 8'O" CLG- HGT. -'' Z - 3' I0" ry I'6'U" I e0� ENGINEER: U RD a RAILS Pae c E BEARING WALL pF NEby z'6" ��Q�Fp,EY T.BVT O � BEDROOM -4 - - � ; _ - � 3'6" �I B'O" CLG. HGT. BA HROO ,¢. CL, Q GL, 8'O CLG. HG ' `�-/ '� \o `- ° - WALK-IN i ®LL a ( ARD PIPE r! 2 3 _ I D VENT TO Co C6p " 1 ATHPOOM ! c = _ _ _ Z I� \A O o� CLOSET , $ .- SOFFIT 2 5 O 6 - ®Q I 'O CLG. HGT. i = 15HELF r ROO i� V u O �2 0^ 1216' 2' lo' nr' s s" ur r �xfSSlp . - TU /SHOWERS /' i PO ER ; '\ J BENCH M JEFPRET T. BUTLER, P.E. w.c. ! 2-2X12 2-2XIO H ytl �it " ' OPEN TQ BELOW I 1 H -2XI 2- 10 H i TW31146 TW31146 A21 f I LEDGE jJ ER TW3U46 TN3U46 TW2646 A21 LLI O ___ T-b[Rffp(�E_ ' ' GLO _________________________________________________,__________ _ .U F SOFFIT ' q I ROOF ABOVE c O 1 ROOF ABOVE_-__ I VENT TO , /�1p 6�- •m'o. ' FIRST FLOOR -� :y. w u FIRST FLOOR Y _'FIRST) Ii1E FIRST) IfR•V1Ekl tiJ i � � 0 I CT d- r 0 Z V � �fW28310-2 CC a ,,__ ` W Z ROOF ABOVE R H FUZ6T FLOQR-T� J Q B LL Q LL w = O 0- 4'U„ 6' T1. 7 5" T 9,I 6'�" 6'�" 4'6" 5'6' 12, 8" S 6" L26 vA`7 Io 0 W L 20'4" 1 J,6" 30'8" 64,6„ To" �A O a o Q O e SECOND FLOOR PLAN a z4 g � . LIVING; AREA = 1,453 SQ.FT, 2 STORY FOYER = 216 SQ. FT, REAR DECK = 4Frl SQ.FT. SMOKE DETECTOR PAGE : INTERCONNECT PER CODE }^ CARBON MONOXIDE DETECTOR D 1 e ONE PER FLOOR CONT, RIDGE VENT 2XI2 RIDGE OPENING PROTECTION BY 2XI0 RAFTERS 2X4 C.T. a 32" O. 4" VTR WOOD STRUCTURAL PANELS 1/2" COX SHEATHING 15• FELT PERSUANT TO 160S.1.4, SEE ASPHALT ROOF SHINGLES i 3" FASTENING SCHEDULE ON ATTIC --- -----"--------- DETAIL SHEET IN THIS SET ________________i_ LAY LGV LAV ' TUB/ iUB% SEE DETAIL SHEET FOR SHOWER 3"i SHOWER HIGH WIND CONNECTION REQUIREMENTS R-30 INSULATION SECOND FLOOR 77 u u- 5� 77 2�� 3�� 2 i 2,� 3�� 2�� 1/2" GLIB —- - — TOP OF PLATE i _ _} 91NK SHOWER A RAIL OMITTED FROM VIEIU VINYL SOFFIT ITTPJ I/2" GWB ____ I'0"TUEY 3 CONT. VENTED -�---�BLOP - - i _ 2X6 STUDS - R-S INSULATION RUBBER MEMBRANE ROOF LIBRARY BEDROOM •2 - 1/2" CDX SHEATHING MAIN FLOOR W .W FLASH AT INTERSECTION = TYVEK HOU5EWRAP AND OVER THRESHOLD -- - APRON FLASH VINYL SIDING - 2" IXIO FASCIA BD RIP 8LEEPERS ON TOP 3/4" SUBFLOOR 10 m TO MAINTAIN I/4" P.F. PITCH FAI - - -- TOP OF SUBFLOOR W TOP OF DECK JOIST -- -- S G.O. —" -- TOP OF CEILING VINYL WAINSCOTTING CEILING 1/2" GWB - PACK OUT AND WRAP HDR. C.O. C.O. 4„ i0 AN APPROVED TECO CONN TO - SANITARY SEPTIC SYSTEM _ 2XI0 LEDGER - _ ' - KITCHEN FAMILY ROOM p CAST IRON HOUSE TRAP - NOTE: RROVIDE INSECT - o SCREEN UNDER DECKING - m w TOP OF SUBFLOOR -- -- 5/4" X 6" DECKING 3/4" SUBFLOOR - -- -- TOP OF SUBFLOOR z PLUMBING R15ER DIAGRAM (NTS) 2XIO GCA D.J. TOP OF FOUNDATION — "— "— -- - t R-30 INSULATION —TOP OF FOUNDATION C {"... �:•f•' PITCH GRADE j l••• +• j• ! 2-I 3/4" X It T/e" M.L. CELLAR AWAY FROM ••�.p %�•T••1 WITH 3 1/2" STEEL COL. A ON P.C. FTG. FOUNDATION 2-2X6 GGA SILL a =•'. 54�+�. ` 4•.�••' 1/2" ANCHOR BOLTS tti�i ,�<•�: �� �� SILL SEAL •,�•.., .�1�' TERMITE SHIELD ♦��' �'� � 4" SLAB o ELE 8.5' e" GONG- FOUNDATION tu :.•/ �•. . <. , . . . , . . . •'. 8"X16" GONG. FTG. DAMPROOF BELOW GRADE -- TOP OF FOOTING n J/- 24" X 24" P.C. PIER ON 30"x3C"x8" P.C. Q PIER TO "x UNDISTURBED SECTION A—A w IL OR T GCA POST, a ANCHOR TO PIER RYPJ ((�� 1 CONT. RIDGE VENT r � yam cn x o � zm w AT C It 11 a �.F lu R- IN ULA ION E R: O f C 1/2" GWB _ - - -- TOP OF PLATE (�O` NLu; T BUT � m r L n 2 BEDROOM -3 SITTING AREA LIBRARY MASTER BEDROOM �'CIFfSSj� - - JEFFREY T. BUTLER, P.E. 3/4" SUBFLOOR - — TOP OF SUBFLOOR II 1/5" TJI 350 c 12" O.G. 1/2" GWB TOP OF CEILING W O Z o W 0 LIVING ROOM DINING ROOM KITCHEN = - W } ^ U wzm j{ II V8" TJI 360 F.J a 12' O.O. LL J d - u 3/4" SUBFLOOR _� W Q T m m UWN WUUI UNNI f10. 1AMi� � — TOP OF SUBFLOOR M w - PROVIDE 3-1 3/4' X II T/B" LVL W/2-5/8" 6T PLT5, cc Z F BETTERHEADER •56, OVER OHD, INSTALL FLUSH WITH FLOOR �I (L Q SYSTEM, TECO CONNECT FLOOR JOISTS 2-I 3/4"x II VB" M.L. GIRDER 2-1 3/4" X II T/B" M.L. R-30 INSULATION -- - -TOP OF FOUNDATION W TEGO GONN Q F v OVERHEAD DOOR TO PROVIDE 5/8" F.G. GWB !• W ~ v NOTE: PROVIDE a 'FLOODVENTS' HAVE LOW CLEARANCE TRACK ON WALLS AND CEILING QJ PER 200 SO FT. OF FLOOR PER CODE , O N Iy o PITCH GRADE AREA IN GARAGE DOOR, I - ^ EXCAVATED GARAGE CELLAR AWAY FROM n' a GARAGE FLOOR AREA = 548 91 50. Fi. = 3 I/2" STEEL COL. - O PROVIDE 4 VENTS AS LOCATED 4" P-C. SLAB - ON P.C. FTG. : FOUNDATION 2-2X6 CCA SILL 0 _ /2" ANCHOR BOLTS ON THESE PLANS (5EE ATTACHED 6"x6° 10/10 W.W.M. j r 5HEET FOR DETAILS) ON 4" POUROUS FILL ,. SILL SEAL O q W PITCH TO O.H.D. •+ TERMITE SHIELD d ' B" GONG. FOUNDATION U EL. T.1' 4' SLAB ELE B.T /. DXI6" GONG. FTC. BFE CLEARANCE � AHPROOF BELOW GRADE "— TOP OF FOOTING 4 SLAB c ELE T 1' O i PAGE . m SECTION B-B �O Of �O I FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.G. TABLE 1609-1,4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-I0d NAILS TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS GABLE END TRUSS FASTENER SPACING 2 FEET W 4 FEET 6 FEET a PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN O O I FASTENER TYPE C 2 FEET ( 4 FEET < 6 FEET _< 8 FEET O Q WOOD SCREWS 16" 12" -3 10-Bd 11 NAILS WOOD SCREWS 16 413 BUT NEED EXCEED 40 FT. H 56 COOLER NAILS AT 10" O.G. & THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LE55. H/2 BUT NEED NOT \��� �\ / 2"x4" BLOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. T MAX.EXCEED 15 F . BRACE WITH 4-I0d NAILS c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE �/ �/ 7/ ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM \ / Sd COOLER NAILS 4T l" O.G. 10 GAUGE STRAP WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH 01.1 t 10-8d NAILS AND A MAXIMUM OF 8 FEET (2438 mm). p FOUNDATION CLEARANCE FROM SLOPES !. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT w HARDWARE PROVIDED, W FIGURE R403, 1,1 I S. TABLE FROM SBCOI - M9 a EDITION. ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE 3.6a) o w EXTERIOR OR BEARING WALL TOP PLATES \ ENDWALL J015T STUD A A NOTCH GREATER THAN 50% OF THE PLATE WIDTH IR BLOCKIN BORED HOLE MAX BLOGKIN DIAMETER EPT T� 16d NAIL AT 24" O.G. GYPSUM BOARD OF STUD IDEPTN 16 GAGE (0.054") AND 1.5" WIDE (III 1�' ,ii METAL TIE ACROSS AND TO EACH SECTION A-A 5/B" MIN. TO EDGE SIDE OF THE NOTCH WITH 8-16d ' NAILS EACH SIDE 5/B" MIN, TO EDGE 2 X D WOOD STRUCTURAL PANEL NOTCH MUST NOT EXCEED FLOOR BRACING AT END BAPS INSTALLED IN ACCORDANCE Lu TOP PLATES Bd NAIL AT 6" O.G. WITH NAILING SCHEDULE a N 4dfk OF STUD DEPTH , (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) Q [ r (WFCM FIGURE 3.6b) 5d NAIL AT 12" O.G. ON ALL cU � PIPE FRAMING MEMBERS NOT AT a m PANEL EDGES Q Q BARED HOLES SHALL NOT (a) OUTSIDE CORNER DETAIL �. X O BE L GATED IN THE SAME '. Bd NAIL AT 4" O.G. � � z � CRC.1�5 SECTION OF CUT OR "q "�` IN eTu° TOP PLATE FRAMING TO ACCOMMODATE PIPING Bd NAIL AT 6" O.G. GYPSUM BOARD Q 12" MAX. (ALL PANEL EDGES) (L NOTCI*ING AND B01}ED HOLE LIMITATIONS NAILS BASED ON FOR INTERIOR NONBEARING WALLS SHEAR WALL REQUIREMENTS U- WOOD STRUCTURAL PANEL (WFCM 1995 SBC HIGH WIND EDITION, 3.4,3. 1, IJ 6d NAIL AT 24" O.G. WITH NAIEDN IN G SCHEDULE NO CEILING ENGINEER: DIAPHRAGM CENTER 2x BLOCKING (TABLE 3.1, WCFM HIGH WIND EDITION) (RAFTERS AND CEILING REQUIRED ON SHEATHING JOINT 8d NAIL AT 6" O.G. ON ALL JOISTS OR APPROVED FRAMING MEMBERS AT PANEL t�OF NF ROOF TRUSS IS/32 WOOD STRUCTURAL PANELS EDGES AND M O.C. T ALL P �FPOV UT( ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT 9 BASED ON SHEARWALL REQUIREMENTS PANEL EDGES * I TOP PLAT] SECOND STORY TOP PLATE- (b) INSIDE CORNER DETAIL zlfA BEE DRILLING AND '^ NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMINGoA�Df 5 �� JOIST T PERMITTED TO PREFERRED METHOD eSSW BE CUT OR NOTCHED JEFFREY T. B TLER, P,E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BOTTOM PLATE SEE DRILLING AND /^\ SEE DRtLI_ING AND NOTCHING PROVIISIONS \ NOTCHING PROVISIONS m WFCM SECTION 3.3J 1.1 V31 SPAN 1 /3 SPA WFCM SECTION 3,4.1.1.1 5 JOIST ENDS TO BE STUD t BLOCKED AGAINST WALL � Z O T WALL WALL O ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4" 4" p N Z WITH WFCM 5,3.1.3-END RESTRAINT " BORED HOLE MAX FOR BLOCKING AND 31341A BRIDGING Q DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 %\ z w o 5/95" MIN. TO EDGE BEARING TUB = Q R PLE S oa9 2I' CLEARANCE 30" d 4 WALL TYPICAL ,I/ f n HEADER CONNECTORS -i �a. ;�E4RaNce v/ Q m �L R A REQUIRED Q 5/e" MIN. TO EDGE iN RON _ LAP JOIST 3 IN. MIN. A Iry FRONT OF 1 Q BOTTOM PLATE �1 I— NOTCH MUST NOT EXCEED BAND J015T LAVATORIES SHOWER z NO O STUD DEPTH OR BLOCKING _ a � Ri NOTCHES SHALL NOT BE WATER L (�( LOCATED IN MIDDLE ONE-THIRD JOIST HEADER FULL LENGTH CLOSET 9TUD5 OF STUD LENGTH SILL PLA WALL OR BIDET TE 15° IS' WALL w ' WALL STUDS IF HOLE IS BETWEEN 40% AND 60% CRAWL SPADE NOTE: Q SUBFLOOF2 ' Q O OR BASEMENT UPLIFT CONNECTION IS REQUIRED Q Z 13 'BE LOCATED HOLES TI-Ir NOT OF SCUD DEPTH, THEN STUD MUST BE FOUNDATION __ AT EACH END OF HEADER AND BE LOGdTED IN iNE SAME DOUBLE AND NO MORE THAN TWO i 4T BOTTOM OF HEADER STUDS IN Q CROSS SECTION OF CUT OR SUCCESSIVE STUDS ARE DOUBLED I� I � � I TUB � v NOTCH IN STUD AND 50 BORED N�i UPLI� {; ADDITION TO CONNECTORS AT i C 4NECt I WALL STUDS AND AT TOP AND R�PUIR fi q q I BOTTOM OF CRIPPLES $ � q 21" CLEARANCE 21" CLEARANCE NQTGHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE m --- BEARING WALL FOR EXTERIC2 WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT �� : --, (WFCM 19435 SBC HIGH WIND EDITION, 3,4,1, 1.1? CONNECTIONS FOR OPENINGS WATER CLOSETS FIGURE R307.2 1 . Q f 2 MINIMUM FIXTURE CLEARANCES GENERAL NOTES The design of this tr structure is bused upon the prescriptive Eldon (W approach using lye 1 All work shall be performed In accordance with all state, (TABLE 3.8 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual,High Wlnd Edition (WFCM)published by The American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Non-structural elements are and Paper Association. having jurisdiction and best standards of construction (110 MPH 3-SECON GUST • SO MPH FASTEST-MILE WIND SPEED PER TABLE R3-1,2.1.3D re based upon The New York Stara Residential Cade-January 2003 D practice. (TABLE 3.1, WFCM NIGH WIND EDITION) For the Climatic and Geographical Design Criteria,see Table R301 2(1)on cover sheet The tics. Institute of Architects Conditions shall apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING All non-engineered lumber to be Douglas Fir#2 or better to all work performed on this project SHEATHING LOCATION STUD SPACING Wind Limltatlons-Section R301 2 1 2 The Contractor shall verily all conditions et the site Any (SEE NOTE U (INCHES, D.CJ OR PANEL SIDING FOR Bd COMMON NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301 2.1 1 (See Table R301,2A 2 for Wlnd-Borne Debris Protection 2 The Cones must be brought le the attention of she Engineer (SEE NOTE 3) (INCHES, O.C.) Fastening Schedule For Wood Structural Panels) pdorto commencement of construction The Contractor shall be E b (BEE NOTE 5) ROOF FRAMING Deed Load-Section R30f,3 responsible for corrections not reported once he has stoned work 4' PERIMETER EDGE ZONE 16 e Live Load-Section R301 4 F 6 (SEE NOTE 3) RAFTER TO TOP PLATE (TOE-NAILED) 4-56 PER RAFTER Light and Ventilation-Section R303 except for job conditions. 3.Contracttoror shall guarantee to the Owner that all materials and 6 Minimum Room Areas-Sedion R304 equipment incorporated in the work will be new,and that all work INTERIOR ZONE 16 E CEILING JOIST TO TOP PLATE l70E-NAILED) 4-Bd PER JOIST Ceiling Height-Section R305 will be of goodquality,free from faults and defects for period Sanitation-Section R306 g p F 12 (SEE NOTE 2J CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-11 EACH LAP Toilet Bath and Shower Spaces-Section R307 of one year tier the date of the(Inns Certificate of Occupancy. P 4,The Engineer shall not be responsible for the construction means, E 4 (SEE NOTE 41 CEILING JOIST LAPS OVER PARTITIONS !PAGE-NAILED) S-I6d EACH LAP Glazing-Sectlon R308 methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS Garages and Carports-Section R309 precautions and programs In connection with the work,and he F COLLAR TIE TO RAFTER (FACE-NAILED) 6-6d PER TIE Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors(allure to carry out Exits-Section R311 the work In accordance with the construction documents. The E • NAIL SPACING AT PANEL EDGES (INJ BLOCKING TO RAFTER (TOE-NAILED) 2-ad EACH END Landings-Secmn R312 Engineer shall not be responsible for the acts or omissions by F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD /IN.) Ramps-Section R313 the contractor No changes shall be made In the documents RIM,BOARD 70 RAFTER (END-NAILED) 2-166 EACH END Stairways-Section R314 and/or the building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH WALL FRAMING Handralls-Secton R315 consent of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Guards-Secdon P316 Smoke Alarms-Section R377 5.The contractor and all subcontractors shall maintain continuous , TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d (SEE NOTE I) PER FOOT Insurance coverage Including statutory policies(Worker 2, TABULATED 12 INCH O.C. NAIL SPACING ASSUMES 6HEATHING ATTACHED TO RAFTER/TRUSS FRAMING e, Foam Plastic-Section R318 Compensation,etc.)and general liability in an mount not Simpson Strong-TIe TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH SIDE Flame Spread and Smoke-Section R319 lees that$5 million and automobile liability and damage MEMBERS WITH GT0.49, FOR FRAMING MEMBERS WITH o.4RGLo.49, THE NAIL SPACINGS SHALL BE • ° MT630 OR MTS12 Insulation-Section R320 coverage not less than$2 million. The Engineer shall be REDUCED TO 6 INCHES O.G. STUD TO STUD (FACE-NAILED) 2-I66 24" O.G. Dwelling Unit Separation-Section R321 a named insured on any and all policies. AT EACH ROOF RAFTER Moisture Vapor Retarders-Section R322 6 Provide 0,025'aluminum termite shields over fibrous 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING USE B-I6d NAILS AT HEADER TO HEADER (FACE-NAILED) led 16" O.G. ALONG EDGES Protection Against Decay-Section R323 insulation at all perimeter sills. MEMBERS WITH G)0.49. FOR FRAMING MEMBERS WITH 0.42MW.49, THE NAIL SPACINGS SHALL BE Protection Against Tormitea-Section R324 7. All wood In contact with concrete or mason to be Walmanized REDUCED TO 4 INCHES O.G. EACH END m TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-Ibd PER 2x4 STUD Site Address-Section R325 masonry z or pressure creosoted. o Accessibility-Secllon R326 8.A single T' 3-I6d PER 2x6 STUD tie room, smoke detector alarm device ercobected led 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER Flood Resistant ConstNdlomSedlon R327 In each bathrooms on all open and shall ws all be me nnadall per code MEMBERS WITH GS0.49. FOR FRAMING MEMBERS WITH 0.42LGZ0.49, THE NAIL SPACINGS SHALL BE 4-I6d PER 2x0 STUD 9.All bathrooms without operable windows to ha mechadcally ventilated REDUCED TO 3 INCHES O.C. Fosign based upon presumptive as per New York Stale Coda CONNECTION BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, ENDJO15T OR BLOCKING !FACE-NAILED) 2-I6d (SEE NOTE L2) PER FOOT Design based upon presumptive load bearing values of sandy gravel andlor gravel at 3000 pounds 10.Heating to be designed to provide 70 degrees F with outdoor per square Foot Contractor to consult Engineer if different soil materials are found upon excavation, designed air-temperature of 0 degrees F and 15 MPH wind FLOOR FRAMING or teat hole,for alternative footing and foundation wall design 11.All electrical work to be in accordance to the rules and JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST regulations ofthe N.Y.B.F U and a N Y.B F.U.certificate Is Simpson Strong-TIe Founo Notes to be presented to the Owner at the completion of the job MTS12 - 16" O.G. BRIDGING TO JOIST (TOE-NAILEDJ 2-8d EACH END '�"Ancchhorr Bolts (SSTB 28)See chart on this sheet for spacing 12 Plumbing Installation to comply with State and Local codes USE 4-8d NAILS 8"poured concrete foundation wall, S'0"high, 30004 test and the sewage disposal system to meet Health Department standards BLOCKING TO JOIST (TOE-NAILED) 2-ad EACH END Minimum depth-Section 403 1.4.48"minimum coverage to tap of footing AT EACH STUD 13.Do not stale drown to. Use figure dim a only, 16"x B"poured concrete well footings, 3000#test W BLOCKING TO BILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 2-1 '6"x 11 7/8"Micrclam Girder(or 3''A"x 11 718'Power Beam) 14.All workse cotton to the mien and regulationslglaze of the New York w 4"poured concrete floor slab with 6xex#10 mesh and vapor barrier Energy Conservation Construction Code, All glazed area to he double - p LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH JOIST Damp proofing at extBdUr foundation below grade-Section R406 glazed and all exterior doors to have Insulated cores > 15.The Insulation protection as indicated on these plans exceeds m 30"z 30"x 12"deep poured concrete column footings, 3000#test the Code's minimum standards y w- JOIST ON LEDGER TO BEAM !TOE-NAILED) 3-8d PER J016T Deck and porch footings as noted,3000#test,40"minimum buried depth 18.These drawings and specifications are instruments of service and p Foundation wall to extend a minimum of 8"above finished grade shall remain the property g project i BAND JOIST TO JOIST (END-NAILED) 3-I6d PER JOIST All footings to be carried down to undisturbed soil p party executed Engineer whether the r e used 0 b BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I66 (BEE NOTE I) PER FOOT No footing shall be set higher than a 30 degree angle from any other footing which they are made is executed or net. They men not be used „ an any other project except by written d for alto sup r the Engineer i 0 Pour no concrete on frozen ground or In freezing weather 17.The engineer has net been retained for site supervision,on-site �' • � m ROOF SHEATHING Provide 3 I/P steel hilly columns Inspections and certifications as required or requested by the owner, Beckflll shall not he placed against the wall until the wall has sufficient strength and has been writractor or local building department. STRUCTURAL PANELS Bd (SEE TABLE 9.8) anchored to the floor above, or has been sufficiently braced to prevent damage ° _ by the backfll (Section R404.1 7) UPLIFT-CONTINUOUS PATH CONNECTORS ° DIAGONAL BOARD SHEATHING U e "xb" OR "xe" 2-ad PER SUPPORT Floors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS ° Flow framing shall be nailed In accordance with Table 3 1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND °° e i"x IO" OR WIDER 3-ad PER SUPPORT Draftstopping-Sectlon R502 12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT p Fireblacking-Sectlon R502.13 CONSTRUCTION CATALOG C-HW02 CEILING SHEATHING ° Floor Construction. ANCHOR BOLTS IN FOUNDATION USE. LTP4 GYPSUM WALLBOARD SolCOOLERS Y EDGE / 10" FIELD %"OSB plywood subfloor,fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION 0 W Floor Ioists:See Foundation and Floor Plans, spacing as noted NOTES FOR SPACING AT EXTERIOR WALL SHEATHING Fasten per Table 3 l WFCM PERIMITER AND Slmpeon Strong-TIe STRUCTURAL PANELS Sol !SEE TABLE 3.91 2-2x6 CCA sill with termite shield and sill seal SILL PLATE TO RIM JOIST USE: GARAGE/HOUSE MSTA36 - 16" O.C. Finish Floore per agreement LTP4 16"O.C.AT EXTERIOR PERIMETER I T FIREBOARD PANELS AND GARAGE/HOUSE COMMON WALL COMMON WALL USE 4-8d NAILS X 17 � Wall Construction-WFCM Prescriptive Method USE 4 ed NAILS AT EACH END USE 4-8d NAILS AT EACH STUD = lL 7/16' 6d 3 EDGE / 10 d finishing shall be nailed and or screwed in accordance with AT EACH END �J� EDGE / 6 FIELD Wall framing en i Table 31 WFCM GARAGE STUD TO GARAGE SILL PLATE USE! `-' LU x9 r- 25/32" ad 3" EDGE / 6" FIELD 1x6 Pine fascia,wrap SSP CONNECTOR AT 16"O C —•s W Q W Overhangs as noted USE 48d NAILS AT EACH END SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS o �_ r GYPSUM WALLBOARD 5d COOLERS l" " FIELD Vinyl vented soffits = = Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE RIM JOIST TO STUD CONNECTION on Y HARDBOARD ad (SEE TABLE B,e) Siding Bee Elevations MTS 12, i8"0 C 6) Hl PARTICLEBOARD PANELS act (SEE TABLE 3.91 T V Oek housewraSB sheathing, see fastening schedule,Table 3 1 WFCM USE 4 Bd NAILS AT EACH END Q DIAGONAL BOARD SHEATHING 2x4 Studs @ 16"o.c with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: ° X } 'G'Gypsum wall board O W "xb" OR "x6" 2-Bd PER SUPPORT 5/8"Type X GWB in garage USE 4 ad NAILS AT EACH END BLOCKING AT rz MSTA 36, 18"O 'A"MR GWB a1 wet areas FOR CANTILEVER CONDITION USE MTS12, 16"O C. 1/2° SPACING Z CO 1"xl0" OR WIDER 3-Bd PER SUPPORT At least one window In each sleeping room shall comply with the exit requirements of section R310 USE 4 Sit NAILS AT EACH END ALLOWS o 24° O.G. ALLOWS O ry FLOOR SHEATHING Note drilling and notching limitations In figure R602 6(1)for bearing walls HOLDDOWN HOLDDOWN 41 and figure R602 6(2)for non-haanng walls RAFTER TO STUD CONNECTION USE INSTALLATION (1/ a rq STRUCTURAL PANELS Follow exterior comer framing detail figure R602.10.5 MTS 12,EACH ROOF RAFTER INSTALLATION SIDEWALL ,ff1 USE 8 16d NAILS AT EACH END 1.4- I" OR LESS ad b" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) RAFTER TO RIDGE TO RAFTER CONNECTION USE' Simpson Strong-TIe ENDWALL GREATER THAN I" IOd b" EDGE / 6" FIELD Underlayment application (Section R905.2.7) CS20 USE I NAILS IN EACH END MT512 441 For roof slopes of two(2)units vertical In twelve(12)units horizontal(17-percent elope), AT EACH ROOF RAFTER DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal (33-percent slope), underlayment AT EACH STUD HOL.DDOWN o 0 0 shalt be two(2)layers applied In the following manner Apply a 19-Inch(483 min)strip of DECK POST TO CONCRETE CONNECTION USE (PHD5) 0 CORNER STUD I"xb" OR 1"x6" 2-6d PER SUPPORT underlayment fell parallel with and starting at the eaves.fastened sufficiently to hold In place PBS44A FOR EACH POST-USE 14- I6d NAILS CONNECTED TO ENGINEER: I"xl0" OR WIDER Starting at the save,apply 36-inch-wide(914 mm)sheets of underlayment, overlapping : o TRANSFER SHEAR 0 3-ad PER SUPPORT o successive sheets 19 inches 1463 min),and fastened sufflclently to hold in place DECK POST TO GIRDER CONNECTION USE' 2-I6d COMMON pI. F NE For roof slopes of four(4)units vertical m twelvefl2)units PC44 FOR EACH POST o HOLDDOWN NAILS AT 10" O.G. '�� T NAILING R HIGHER SHEAR ARE BASED ON WALL 6HEATHING NAILED 6"STRUCTURAL E THE PANEL EDGE. IF WALL SHEATHING ib NAILED E ON-CENTER AT THE PANEL EDGE : i TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL 6E DOUBLED. OR ALTERNATE CONNECTORS, SUCH 45 SHEAR PLATES. Ice Protection Section R 905 2.7 1 ' o (PHD5) ° Pr'<FP£ T Ur SHALL BE USED TO MAINTAIN THE LOAD PATH. 1 ) GIRDER TO DECK JOIST CONNECTION USE. Undh (Se t In o High wind(Section R 905.2.7 2) MT512 @EACH JOIST ® ® CORNER STUD it Flashing(Section R905.28 -NAIL COMMON CONNECTED TO ¢ ]. WHEN WALL SHEATHING 16 CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd RAIL PER FOOT ( 1 r� Chimney's and cy-ChFirespaces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE: NAILS AT 6° O.G. o Energy Efficiency-Chapter 11, see attached capon MT512 @EACH JOIST ° TRANSFER SHEAR Mechanical-Chapter 12 General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE ") (TABLE 3.2AWFGM HIGH WIND EDI710N) Heating and Cooling Equipment-Chapter 14 2-AC4 -USE 14- 16d NAILS \ (YF _ Exhaust Systems-Chapter 15 `` Fi^` q3 '--, F.SSION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE.2-AC4 Combustion Air-Chapter 17 USE 14- I6d NAILS JEFFREY T. BUTLER, P.E. FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 18 mm ANCHOR BOLT CONNECTION Plumbing-Panvill 3/4° MINIMUM PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS- q SUPPORTING EDGE NAIL SPACING (IN.) (I/2" ANCHOR BOLTS) MTS 12 AT EACH ROOF RAFTER 91LL PLATE TO FOUNDATION STORY 46 EDGE DISTANCE BP CANTILEVER CONDITION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 LU 3 STORIES 15 AND WINDOW AND DOOR OPENINGSW (WFCM FIGURE 3.1a 4 4.�b) , WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 3 19 W Z Q o lSLAB-ON-GRADE) 6 36 Simpson Strong-Tie .T z 1 NOTE: MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL 4" U210 2X6 y 'a O ," n 4 AT EACH RAFTER Q W a 't; ° 4-I0d x 1 I/2" Simpson Strong-Tle 1e 4 J d) (TABLE 3,9 WFCM HIGH WIND EDITION) AC4 NOTE: H' WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AT EACH POST ATTACH LEDGER TO FRAMING MEMBER RIDGE TENSION AILS i = GIDG USE TENSION NAILS WITH 2-I/2" X 5" LAG BOLTS AT 16" Q T_ (120 MPH 3-SECOND GUST • 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.31) SEE PLAN w EACH END AT STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ON CENTER EACH ROOF RAFTER UJ SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS o e (SEE NOTE 1) !INCHES, O.C.) ° d4 Simpson Strong-TIe (SEE NOTE 3) (INCHES, O.C.) ° � " U210 2X6 E 6 a 4' EDGE ZONE Ib F 12 (SEE NOTE 2) AT EACH CEILING JOIST RAFTER E 6 4 4-IOd x 1 112" INTERIOR ZONE IS, a ." F 2 d E • NAIL SPACING AT PANE- EDGES (IN.J 'r F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) ! • 4 4 Simpson Strong-Tle 2" MINIMUM •, U210 2X6 I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT SIDECOVER REQUIREMENTS SHALL BE USED. • S$:p $ AT EACH DECK/PORCH JOIST RIDGE BEAM PAGE : - Simpson Strong-TIe f 4-I0d x 1 112" PB544 2, TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING AT EACH POST FOOTING Simpson Strong-Tle MEMBERS WITH GX7449. FOR FRAMING MEMBERS WITH 0.42SG(0.49, THE NAIL SPACINGS SHALL 85711328 WITH BP TYPICAL PORCH/DECK RIDGE TEN61ON STRAP DETAIL 2 of 2 ' BE REDUCED t0 6 INCHES O.G. 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILB SHALL BE PERMITTED TO BE SU59TITUTEp PORCH COLUMN CONNECTIONS ANCHOR B LEDGER CONNECTIONS OLT DETAIL FOR COMMON NAILS.