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Home My WebLink About31125-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 S' nature 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% 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. S/// /D, New Construction: ? Old or Pre-existing Building: (check one) Location of Property: 1 n p NO, Ccl tMQ r ic)n House No. ' 1 Street Hamlet Owner or Owners of Property: Vv-)Cm i i rlyM (=_3 Inc M I U 'p Cr r Suffolk County Tax Map No 1000, Section Block / Lot Subdivision Filed Map. Lot: Permit No. I oZS Date of Permit. S//a /of' Applicant: (Y\ one ; ({rj rw e Z n Health Dept. Approval: Underwriters Approval: ? Planning Board Approval: ? Request for: Temporary Certificate 404"~ Final Certificate: (check one) Fee Submitted: Ou n a f e Applicant Signature lc~Q`~G3 ~ 5 ~ 3 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 W, OF TRUSTEES PAGE 81 James F. VAng, President ~~Of T Town Hail Jill X Doherty, Vice-President 68095 Route S5 P.O Pe A. Dickerson P.O. Boa 1179 Peggy 41 ~ Southold, New York 11971.0969 Dave Bergen tel Telephone (681) 765-1892 John Ho 641 1zaP Pax (831)785-6641 0 BOARD OF TOWN TRUST=$ /c TOWN Of 90i)7II01M o CERMICATE OF COMPLIANCE # 010 DatcMay 18, 2006 TIUS CERTMES that the single-family dwelling, deck, driveway b 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 0nuaut to which TrastM permit # 6081 Dam 116/05 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 b sanitary system The certificate is issued to MICHAEL GRIWIN owner of the aforesaid property. /LW Authorized Signature 3rlaS O rJpLrJ'rJ'r pLpL L3.pL rJ'rJ'mgjimmlmm rJrJor l~ r PrPrJ~rJcJrJcJiJ rJrJ arJcJ~rJrJiJ~iJ~t1~ rJrJiJrJdPrJr~rJruburPrJ'rJ'iJMJMc.fcPcPr ERE RI 5 THIS CERTIFICATE OF COMPLIANCE E NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 5 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 C~ WINDSOR CENTRAL SL I NYE 1722, RPO BOX 702 OCKY 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 Residential 3000-4000 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 17th Day of 5 5 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 rj Switch 64 0 General Purpose 5 C5J Paddle Fan 1 0 sea/ 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 M ~~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 PP 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BO BUREAU O ARD OF FIRE UNDERWRITERS 5 40 FULTTON STTREETTF NEWCYORiK,' NY 10038 IN CERTIFIES THAT 5 Upon the application of upon premises owned by S FULTON ELECTRIC INC. * MANZI HOMES 5 S 61 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 Section: Block: Lot: Building Permit: BDC: ns11 S Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 S electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor, Attached Garage, Outside, 5 5 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 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of 5 March, 2006. 5 5 Name OTY Rate Racine Circuit Type 5 5 Receptacle 10 0 GFCI 5 Service 5 rj 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: t 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 D Fax (516) 7651823 o = 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 : I O l Building Permit No. U Owner: Manzi /)rues Inc (pleasse` print) Plumber: CY~Or~eS (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ess Sign ture) FREDERICK J. NAPOLITANO Notag Public, State of New York No. 01NA6069519 Ou MW in Suffok County o Commission Expires March 24, _ Sworn to before me this it day of (I ( I Notary Public, S.1 `1 °-(c County .o~"of souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ATION [ ] FOUNDATION 2ND [ =FINAL FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE '5- 06P INSPECTO ZC Solv%6 I( #©f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. LATION [ ] FOUNDATION 2ND [ ] =INAL FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cr` v 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&CHIIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 3 t ~ 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 DATE fJ.~ INSPECTOR / of so",,O N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION E2, INSULATION FRAMING / TFINAL FIREPLACE 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. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: M tSS \ r A 611L 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 • ' 91- FOUNDATION (1ST) Z y FOUNDATION (2ND) 0 P r~1 ~y ~y ROUGH FRAMING & PLUMBING C r INSULATION PER N. Y. y STATE ENERGY CODE Si~ FINAL L ADDIT NAL COMMENTS - 474 - WIN T_ Z0 z 1 r AJQ 2-r o~ A T dw,J D C (A)SWjd TA14m~-- A(, ova. t0 o&- 6 co - rzi . ro vr~ o y z A x co ~x o ,rt J. Krupski, President Town Hall aroes King, Vice-President ~OSUFF01 53095 Route 25 Artie Foster =0 ~rjy P.O. Box 1179 Ken Poliwoda Southold, New York 11971-0959 Peggy A. Dickerson %coo ft Telephone (631) 765-1892 Fax (631) 765-1366 oy~~1 ~ dap! 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" TUrina I AIL ULPAH I MEN I OFENVIHONMENTALOONSEHVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02754/00004 November 3, 2004 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(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: Hazardous Waste Management ? Article 15, Title 15: Water Supply ? Article 19: Air Pollution Control ? 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 O 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 (7, 6NYCRR 608: Water Quality Certification ? Article 27, Title 7; 6NYCRR 360: Solid Waste Management PEAMITISSUED TO TELEPHONE NUMBER Michael & Grace Griffin 516 536-8021 ADDRESS OF PERMITTEE 436 Kinsle 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 I 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 SIGNATURE JDATE November 3, 2004 Page 1 Of 4 II TERMS and CONDITIONS The Permittee Michael Griffin raiding at East Marion N. Y, as part of the consideration for the itsvance of the Permit does understand and prescribe to the fol- lowing: i. 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 opa- adm performed pursuant to this permit, and the said Permitoee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Pemtittee assumes fall llabilky with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2. That this permit is valid for a period of : 94 mos. which is considered to be the estimated time'required to complete the work involved, but should circumstances 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 Pemrittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth, 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-complianoe 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 wort herein authorized. 6. That there shall be no interference with the right of the public to pass and 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 Tnhstees, the. work shall cause umreasoeable obstruction to free navigation, the said Permittee 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 Permitter of the completion of the work nth, orized. 9. That the Pamittee will obtain all other permits and consents that may be required sell. 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 , E ISSUED TO M.I..C..HAE,.L .......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 JFgb-.---- 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: t' gr 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 the 10'AR tur~ 1 plantiti~~j, dings all in accordance e e ai d ~ fi~ai and the originating application-the placement of haybales during construction and all as depicted on the plan r b JeEfrey Butler re- IN WITNESS WHEREOF, The said Boar ollrusltees here= 2/16 be sucauses its bscribed by Pamaj Sty of the said affixed, those presents this dafe.to 05. ~FFO Trrutees 4 OSUFFO(,~C Albert J. Krupski, President QG Town Hall James King, Vice-President 53095 Route 25 o P.O. Box 1179 Artie Foster Ken Poliwoda C4 2 Southold, New York 11971-0959 ~ Af Peggy A. Dickerson Telephone (631) 765-1892 1 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, yl &le ~ Albert J. Krupski, Jr. President, Board of Trustees AJK/hct _ ,•..'.'...v . u.,.u a ui ~F ~IIVIN 1,1. 1L1~1\LIJ 1 BUILDI NU DEPARTMENT Do you have or need the follownig, buIoic applvmg TOWN HALL • Board of llcalth SOUTHOLD, NY 11471 3 sets of Building 1'laus__ TEL:7G5-1802 SurvcY-- PERMIT NO. I J oZ S Check Septic Form N.Y.S.D.L•'.C. L-xaaincd Trustees ZO Contact: Approved , 20~ f Disapproved a/c 1~"1e 11 Cr QS~PC~ l I J uilding Inspector car-- APPLICATION FOR BUILDING PER11'IIT j 3{n INSTRUCTIONS Datc y _ ~ ' 20 0,S- a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector 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 pcrnit 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~il Building Pcnnit 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 adrnii authorized inspectors on premises and in building for necessary inspections. ` 1appcmtpr nano, if a, corporation) :(Mailing address of appl, t) 10? i State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or. builder Name ofownerofpremiscs iCVA ~ C~ -LC-' _ (7rryo Ar% ~;r,{]',,\ (as on the tax roll or latest deed) if plicant is a corporation, signature of duly authori zed officer J^ CTV:tC"~C~ tC PrCSiC~PnT (Name and title of corporate officer) Builders License No e PI umbers License No. V-r\ Electricians License No. -5-00 6 - Other Trade's License No. 1. Location of land on which proposed work will be done: LA 1~~)s 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--\ b. Intended use and occupancy PCB m r t,~rp ± n v-- Nature of work (check which applicable): New Building Addition Alteration _ Repair Removal Demolition Other Work (Description) Estimated Cost5j/ 6, ©c-)o o ° Fee _ I (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 • 3t1 refs Rcar ~3 `k Depth 6z) a Date of Purchase Natuc of Former Owner Zone or use district in which pren"tiscs 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 (Tr I. Names of Owner of vremises 141 e11,we1 ~ Gut-, Address M Kr~rlr "'y_Phone No. Sr 6• SJ d- FOa Name of Architect JefF T 3u~1 er AddressP1 b Do,- A3 y sT„<I,a Phone No 2 8 - etc° Namc of Contractor ~-h i Aay-ne s inc. Address Re' IoN ;bok "I- Phonc No. G 7 t 7V 4 : /035 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 OF ~V Gj,- t X©. being duly sworn, deposes, and says that (s)he is the applicant (Name of individual signing contract) above named, ;)He is the \ C 4 C f r-s', 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 this application; tat all statements contained in this 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 1,. r ~ r-- - Grp" ~ -L.,.„n Ilall. S )1190 Magr {'J„H T. TARRY I = ,J r P.o. nox 117() "TOWN CLERIC' S(ulhnl'I Nc\' York 1 a' RC~L Fax (5 16)765.19 kEGISFRAR OF VITA1. SrAT1511CS 1 MARRIAGE OFFICER Telephone ISI6176S.~ 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 th Town of Southold: "Floodplain Development Permit Application" (FDP(p3)), and ',Certificate of Compliance f,r Develrpment in Special Flood Hazard Area (C/C(93)). TOVV a OF SOUT OLD hr~ Southold Town Clerk August 25, 1993 I 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. 1, THE APPLICANT, CERTIFY %T L STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO TH T OF MY ICNO~ DGE, TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE S~Z~ as i / /SECTION 2: PROPOSED DEYEI,OPIIENT fT~, c completed by APPLICANT NAME ADDRESS TELEPHONE APPLICANT c<l.4ri1tN 1419wt-i, >y. BUILDER ~i 3/ -7 yy-~v 3~1 Ms-4w zr' o,y c i~-c ENGINEER J r' 631 2 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 well-known landmark A sketch attached to this application showing the project location would be helpful. C(cre51 Crcx> sf r~l 3cQ~ti Cc>w 7c%_~- YYlci O 1t IOOO 37 U`/ - ~yo-JS~ FDP(97 ) APPLICATION PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE )e New Structure >(Residential (1-0 Family) ? Addition ? Residential (More than 4 Family) ? Aheratioa ? Moo-residential (Floodproofmg? ? Yes) ? Relocation ? Combined Use (Residential & Commercial) ? Demolition P ? Manufactured (Mobile) Home (In Ma-nu- 0 Replacement factured Home Park? ? Yes) ESTIMATED COST OF PROJECT S 5-14. C<:)o. B. OTHER DEVELOPMENT ACTIVITIES ? 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 ? Su~vision (New or Expansion) pdmdual Water or Sewcr System Sc-A d, 5ep{+c SyS r« so..<.. i / 1;~ ? 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.OODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ? Is located in a Special Flood Hazard Arc-a. 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 .r ' APPLICATION 4 PAGE l OF 4 SECTION 4 ADDfTlONA[, INFORMATION REQUIRED (To be comnlcted by LO CALADMINIST'RATORI The applicant must submit the documents checked below before the appGcauon can be processed: O A site plan showing the location of all cxisti?g structures, water bodies, adjacent roads, lot dimensions and proposed development. ? Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basemeuo, types of water resistant materials used below the first floor, details of Boodproofmg of utilities located below the first floor and details of endostres below the first Boor. 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 fill elevation Ft. NGVD (MSL)_ ? Floodproofmg protection level (non-ruidc?lial only) Fl:NGVD (MSL). For Boodproofed structures, applicant must attach cercifiication from registered engineer or architect. C1 Certification from a registered engineer that tSc proposed activity in a regulatory floodway will not result in an increase i t the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ? Other. SECTION 5 PERMIT DETERMINATION ED 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 appbcalion to the Local Administrator or may request a hearing from the Board of Appeals. • APPLICATION W _ PAGE I Of a APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: A-pp --Appmcd7 El Yes 9 Me Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance 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 floor, including basement (in Coastal High Hazard ea bottom of lowest strucmal member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 1 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 risk p( 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 O NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES Cl NO SECTION g CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADATINISTRAT R Certificate of Compliance issued: DATE: BY: Attachment B / BAMP,E f / CERTI7 CATE NSF COMPLIANCE / for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA - - - DOWNER MUST RETAIN THIS CERTIFICATE)--_--- PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE. O NEW BUILDING O EXIS'T'ING 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 T'ILE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARLANCE # 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 ~F9 'F 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 MICHAEL GRIFFIN 436 KINSLEY COURT OCEANSIDE, NY 11572 4 2005 ..~I i - nfnPT GRACE A.GRIFFIN //Special Search OR -P Special Search 300.00 s~T),ICIRT~"xttr OMIT SURVEY O S Estimated tax based on Residential Property. UM1/~ NY State Transfer Tax Mortgage Tax - Lender Mortgage Tax - Borrower Suffolk Conveyance T Estimated Recording Fees 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 1'E€AL I1RUIt f17.: TUTS GRi a~ 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 B : 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: F 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 Madeline A. Abbott 41 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 el 2-1,3 '51z; 6)90.0 Ke i' ' NYaa5.IlvaalnuaIS,ler*W*ACOmm~USuntOanl.,AAwWivldadmCn,por9on(sl"abSMett(trywn)Jim) f CONSULT YOUR LAWYF..R11CF(IlR SIGN ING THININS'I'RUMa:NT-TITIS IN9Trn MRNT WOOLU RL tISI'O by LAWYEa5014LV THIS INDENTURE, mode the ~4, day of F.~b:HaLy , in the year 2,000 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 psrt. 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 nart 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 annexe) 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 partyof 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 retluires. IN WITNESS WHEREOF, the party of the fist par has duly executed this deed the day and year first above written. 1Ir/ RRESENNCC,a'OY: 1 ^ - r Fidelity National Title %surance Company of New York POLICY NO. 5412-001416(5-2000146A) SCHEDULE C PARCEL 1 - Tax Lot 14 ALL. that plot of land situate at East Marion in the Town of Southold, County of Suffolk, Srate of New York, which plot is known as and ',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 Place North 82 degrees 07 minutes 42 seconds West, 79.97 feet to a right of way; RUNNING THENCE said right of way North 00 Jegrees 23 minut^s 16 seconds West, 78.94 feet; 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 tollowing 3 courses and distances: 1) North 60 degrees 54 minutes 0.6 seconds East, 27.22 feet; 2) North 71 degrees 32 minutes 10 seconds East, 15,26 feet; 3) South 77 degrees 34 minutes 36 secoa.ds Gast, 29.52 feet; THENCE South 00 degrees 3i minutes 30 seconds East, 125.48 fee` to the Northerly side of Pine Place the point or place of BEGINNING. tcontinued) For conveyanciny only, _f 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 Aeadi4q b PORMlq. ry A^' 1} ' - 1 •lal~li~llloYlgtll!'7!L'tls~~p~ pp S7t r 1 1 RtFCOF~E!' , Number or viijet TORRENS 1 F6J 2 : 1900 04~c922 FM 213:i Sedn!u_~ 7 ANSV- TI ,)J EUYb\'12U -PGNAINE Cenifirale a„__ SUFFGLK CIERY, OF Comfy' SUFI, OLY, COUNTY Prins Or. n---- - ""^n l AC, y, ywa Deed I Mortgage la drunleni DceJ/ Mortgage 'Tax Stamp Recording Filing Slange PLF.:i Inge/Piling Fcc ^y`. Mnrl;tage Aml. Ilm,dling 1. Raw I'.. ~I'1'-SN•I ~ - _ Additional R. Notation Sub Total IfA-5217 (C'uamY) .iptt;,4sil. I(A-5217 (Sl;nc) - Spec. /Add. - F..ecy-t It. 1'. [.S.A. /rte ~yus wCUUfy~r, 'f UT. MI'G.'fAX D"Olown ('anun, M FJ - 5 UV__- ileld for Appont oni it~t-f1 Alli,L,all Cransfer Tax Certified Copy _ - WYnma~~r Mansio/,Id prois ur itcg. C'upyi be tSob Taal rllinOllie, GRAND101 AL If No,pagc 7 ol. J Real l9npcrly'l'nx Service Ag•:ncy Veriflcalion ri Col nnunify 111rse volioo Fund >F' ,al Dim. Seclian 11 hwk Lm Coll _si. -radon Antuun~~ Solt ~3'~ rf ~'rrT"n~i2i- S _ /C'100 rX~ 104D D3"l.o~ Oy.ao o,LPY^c ? Improved luitin ~1 f K"EIVED acanl Land 1._ } Stllti~'nC11n115/DISCIIM6CII)Liclens~es List~Frnperly Owners "dailillg Jr Af5 <L!1"U._..,... •b -1~ - ItM1:Cgltls 1!< ItF: f'UIR.N l'U: ~3 2,L~<way KA_r n/r z, t~LZJ FEB 22 2000 I) 9O -7J~ a/7~L ~v. If / p ~ 1100! _ a Tille ICcnepnRy Infurln:sliau -3 . 6 9 Co. Non C l rO Ca~L1'~4 - Suffolk COUnty Recording Endorsement Pale 'ihls page linlui Il•v'I of the attached maJ< by. L (SPECIFY I-YIT OP 1N51RUN ,rr) 'Illc prcmises here in is Sitaatd in SUPFOLKCOWIN,NEWYORK. ru InlhcTaw,v!lipof t/ q r('I~ ._:.J iNS In 1!M VILLAGt? or I IA~A!,I'I' cf I111XES 5 -fi IRI l? fdI !ti;' ISP:'I"i I'I `.U OIt PRIKI 1:1) IN 81.ACK INK ONLY PRIOR TO RI:C(WI,,NO 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. Dan 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 2-1? IC/ NY003•[Iartnin anJ 5.1. Daal r. ilh rarnnenl.,olw Inmo,YAaeW11,1J"dmC.".11Ru(Sleala Shod) o YPTU t002) i, CONSUI.TYOUR LAWYER hf." eSIGNINGT11191NSTRUM[Nr-W1191NMUMENT SROU1D BE Usti) BY 1AWYEAS (WIN ~a THIS INDENTOitE, made die 601 day of February in the year 2000 DETWEEN DAN A. ABBOrP, residing at 26 SvcamOre Strot't, West Harpsteali, New York 115:2 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 pan, does hereby grant and release unto the party of the second pail, the heirs or successors and assigns of the. party 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 De,he„aaaa January 2, '1953 and .re-. rded Februorl 18, 1953, in Liber. 3476, Page 461. I Disc 1000 Said prenises being known as and by 435 Pine Place, Past Marion, New York. i sec. 037.00 , elk, 04.00 Lag,) 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 constnred as if it read '.ties" whenever the sense of this indentum so requires. IN WITNESS WHEREOF, the party of the fin a part has duly executed this deed the day and year first above w-itten. 1N J'ItE9EyCE,OE: A. AA. AR1it7CP -Y- 1 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, 1937, under the number 275, said lot number 144 and part of lot number 11,3 tieing more particularly described an follows: BEGINNING at the point. or, th.- northerly side of Pine Place where it is intersected by the westerly 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 82 degrees 43 minutes 30 seconds East, 23.61 feet; 3) South 76 degrees 39 minutes 10 second.. East, 19.60 feet; 4) South 51 degrees 32 minut0. . seconds East, 22.20 feet; THENCE, South 00 degrees 39 minutes 30 seconds East, 119.00 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 - Aidded to FORM No. Sa I r~ r. s7t1~,~codu4~ i ~ , :J 29884 I J n~=r,oR.oF~ a 120224294 4 Numucrlbf pages s AL ~i Al Z j *roRRENS ppFEB22 PH 35 FC8 2 I 20M e ppMA1NE Serial u_.- T 3UFf`•ULKAx EDIVAC COUNTY c:nmcaln n COUNTY SUFFOLK 1...-_ rriyr Of. It- 25884 Y C 2 Deed/ Mongage loslnnuenl Deed/ Mortgage TAX Stomp Recordin;;/Filing Stamps Page / riling Fee Mortgage Anit. _ 4 I!andling L Basic FIN 1. Add it ion III 'I'ax Nulntion Sub Tola( c ) r FA-5217 ;CmnuY) _J Sub'I'olal --~XZ-_-_ spec AsO. -7 r I:A.5217(Sbne) C> t~ Spec /Add. ey It. p: I.S.A. ry. IOT.M7'G.'I'AX thlal Town_Uual Cnonty___ F1 ('anon. of pJ. 5 Qv- n . I!! , I Ield fur Appurliunmenl - p Altidavil a 'fransrerl'ax, '~LpyCS n T~ l'es,il led Copy Mansio _ '4aaY6 111e grope y covered by IhE :nongage is or Itcg. Copy will be !/,proved by a one or two family Sub Total dwell in nly. Olhcr VIiS,~nr NO - GRAND '!'O'I'AL If NO sec P,Sprupriale lax clause all page II _orlhis insINI11,111, 3~. )teal l'rupeny'I"nx Service Agency Verifcalion 4 11 munlty lImserya(Ion hind r +w Ilia. Seclion 11 lock Lot m idcjuiiu , awns SCCno_n_ Adj. ~ / • 'Y.CO .~70 O/~Ocx7 C uc Y _Xlnlnp /C 00 g O D fJ ~w ~ Improved ? _ r1 Ifs' O scant Lald _ TShcls!nC:111115/UISCIIArgeSlKClcase5 LIST Propmy Owners Mailing Addr ss L,7 /(7 J RECORD & RETURN 10: F ES 2 2 a, G _ ^ fP K to xL2 I'D y 9 2 ~L (7n~x , Nv ooI g Title Company Information C. Inc Cj~~ - Suffolk Count Recording & Endorsernent Page this page loans pmt of Ills Idlachcd 1419 ~1.- ._f_ mad'. by: (SPITI17Y•IYI'G01:INSII2LIIvu4r) 'ihc premises herein is situated in SUFFOLK COUNTY, NEW YORK - O r In thr,'roevnship or cc) - }k ~ru.v 4 1-~ In 1a VILLAGE or I IAMLIiT of I it ).CIi$ 5' 1111017 hd11S I RIi'IYVI'D OR FRIN;:1)iN IILACK INK ONI•Y I'RIOR'RI RECORDING OR FILING. 'lZ1o~~ ~cG tw..a ar«r. ~,«,w.o ¦r,a.rYSa-ra.oao CONSULT YOUR LAWYER BEFORE 81011116 THE NSTRUMENr - THE MSTRUMnn 8MOULa BE USED BY LAWYERS ONLY i 9bIJf jffbp[tW, 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 ($10.00) 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 the first part by dead dated the 6th day of February, 2000 and recorded in the Office of the Clerk of the i 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 Decd Liber 12022 at Page 294. I District: 1000 Section 087.00 Block: 04.00 Lots: 014.000 and 105.000 Schedule A PARCEL 1 - Tax Lot 14 ALL that certain plot, place or parcel of land, ¦ituate, lying and being 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 Napo 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 conmeyed by Gardners Day Company, Inc. to Dan A. Abbott and Madeline A. Abbott by dead 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 147 as shown on said map (at a path leading free Pine place to Spring Road) and, RUNNING THENCE southerly along said path 179 feet more or leas to pine Placa, and THENCE easterly along the northerly side of Pine Place 74 feet more or less to the point or place of BEGINNING. i PARCEL 7 - 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 Rstates, situate at Bast Marion, long Island- which map "a filed in Suffolk County Clark's office on September 73rd, 1977, 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 intersected by the westerly line of lot number 145 as shown on maid map, and RUNNING THENCE westerly along Pine Place 76 feet, THENCE northerly a straight line parallel with the westerly line of said lot 145, 150 feet, mars or lees, to Spring Pond an shown on said amp, 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 westerly 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: 087.00 Block: 04.00 Lots: 014.000 and 105.000 I TOGETHER with all right, title and interest, if any, of the party of the first 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 conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same 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: /Xr..~w..t~A_ "C • ~ a AU~ C-M Lt I t} X f 9 GRACE ANN GRIFFIN i STATE OF NEW YORK } COUNTY OF NASSAU } On the 171h day of February, Two Thousand and raw. before use, the unb:rslgrad, penonWy appeared GRACE ANN GRIFFIN i personally known to roe or proved tom on the basis of sadidiactory evidence to be the individual whose uavte is subscribed 10 the within hWnmreut ad acknowledged to ate than, she executed the suns In her capacity, mod that by bet signature on We instrument, the Individual or dre person on behalf of which the individual acted, executed tie Inswument. I &M Public OREG011Y P. KRAMIER NmwyPtb6e slmy commia auwYarh 0ian~Eipkwswwtdw0 r77. 030'e' Bargain and Sale Deed SECTION: 037.00 With Covcnam Against Grantor's Acs BLOCK: 04.00 a........ a~=same. LOTS: 014.000 + 016.000 COUNTY ORTOWN Suffolk GRACE ANN GRIFFIN TO _ GRACE ANN GRIFFIN and- MICHAEL F. GRIFFIN RE711RN BY MAIL TO: LAW OPFXW OF KRAMER & ASSOCIATES, P.C. . r///nurrye. awd %,wmw" a/!/;Fm 68 TUUP AvKNUS, Sms 406 FLORAL PAwt, NEW YORK 11001 (616) 776.0800 Rater M4+rya'tF• atr tlR/rwd''aY ~n l II 2 ) ' I Number of pages REE-1WEr• 2004 Feb 30 !W46744 019 TORRENS Eduard P,Raaine 6LLW OF said 0 SWMIC culrv L DODC123M Certificate d F 266 CTg 011-24013 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 _ s. Additimul 7'm Notation Sub Total _ EA-52 17 (County) Y Sub'I•wl _AZ SpaclAmit. EA-3217 (State) Or -Vs~ - SM. /Add. RP.T AA. 11~0 _ TO9'. MTU. TAX _ Curren of Ed. SQL, Dual Town_Duol qoumy- Held for Apporfrorunent Alydavil Os.• • Tmasfsr Tax Cenilied G Mansion I'm The property covered by the mtmgrtgc i or Reg, Copy 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 the inemmmm. S Real I%PmlylixSw ice Agency Verification 6 Contatunil Preservation Fund Ow. Section Black tart Consideration Asnoutn E_, O.pp_ Stmrp t 0401)7355 1000 03700 0400 014000 CPF Tax Due S n-00 1000 03700 0400 015000 p Improved 11ta P T $ R CFE A initials \eFEB-_0~1 Vacant Land 7 Sadsfmtions/Discharges/Relceme last Pmpeny OOwiwra Mailing Add TD RECORD & RETURRN 7O: 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 Cu. Name N/A 'lltle M : Suffolk Court Recording & Endorsement Page This page Genre part of the stuiched Dead made by: (SPECIFY TYPE OF INSIRUMENI• ) n.. e a ~.1 o s s The presises herein is situakA in SUFFOLK COUNTY. NFW YORK. TO InthcTownship of East Marion Grace Ann Griffin and Michael F. In the VILLAGE Griffin, Wife and Husband orIWug-ETof east Marion FMCS' S TNRU 9 MUST BE •INPED OR PRINTED M BLACK INK OM.Y PRIOR'IIO RECORDING OR RUNG. (OVER) 11111111 IIII IIIII IIII IIIII INII IIIII IIIII I INI III IIII I IIIUI I INI IIII I IIII NII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DSEDS/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 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 IN"'ENTURE, made the a,4 day of ,~,.rly,~or{,_, nineteen hundred and ninety-eight BETWEEN, BARBARA MORGAN KELLY, residing at 5222 Villa Majorca :Court, Sarasota, Florida 34235, as executor of F the last will and testament of MARIE 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 Surrogate's 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 ($260,0110.00) 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 part 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 145 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 .°ollow;ng two (2) tic distances: (I) Noah 58 degrees 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 • x:6337 [3 ?~r,~R0E0 11079PC755 F IVW g 1040 93 FEB 23 PM 2: 33 Number of pages WEAL ESTAT1i L'J V. it ;:l1 A!NE TORRENS _ FES 2 3.19" CLERK V SUFFOLK COUNTY Serial p TfiAMSM TAX uul"Fr J( Certificate g COUNTY Prior ctr.x__.-- .:6337" t Z9-~F ~y Decd/ Mortgage inswmem Deed/ Mortgage Tar. Stamp Recording Filing Stamps 4 FEES Page /Filing FCC Mortgage Ann. T i Handling I. Basic Tax y - TP-584 _J.._ • 2. Addilion:d Tax Notation Sub Total i 0 t EA-5217(County) ~75gr Sub Toul Spcc./A-sit. EA-5217 (State) _-_LL • Spa. /Add. R.P.T.S.A. ®ys'SV"~' TOT. MTG. TAX Dual Town _ Dual County-_ i Comm. of Ed. _ 5.00 Held for Apportionment f _ Affidavit Transfer Tan 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. YES or NO Other GRAND TOTAL If NO, sec appropriate tax clause on page M or this instrument. Real Property Tax Service Agency Verification 6 Title Company Infnrtnation Dist Section Block Lot Chicago Title Insurance _Co._ S 1000 037.00 04.00 016.000 Company Namc 0 9706-02153 Title Number Initi 8 FEE PAID 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 77 (ADDRESS) 9 Suffolk County Recording & Endorsement Page TL,: page forms pan of the adachM 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 Int!,c Township ofSouthold _DANIEL C. MOONEY and MAUREEN M. In the VILLA( MOONEY ` - or}IAMLET of Eas_t_Marion BOXES 5 THRU 9 MUST BE TYPED OR PRINTED IN BLACK INY.ONI.Y PRIOR 10 RECORDING OR FILING. I 8+ r110REGINt' 0I i I f ~ S .18 rB2 It !i6.h ll FOX if )SCfwD .SprInq Pond (UNDF_RWATER LAND) 1 5 6.8A (c) ri °s s Zt 1~a 6 / S`'m g0 rr Bos 11365 ~ 144s /SHORELINE yppb / / ,5~1 / 'S~, ( 506 106 (146) / " / 5 ql I ` 11451 / / p'L v606 / 1 (144) tit%. / ti Jr~ o (143 1 r 0 i m {142) ~ 0 1` ,0 10\ k r Zf, (141) k k \ 115 1206 ,p / 5 / % 14 2 ti / k \ q05 75s 75s 1 \ oe / SOs \ 945 ` 11 (30') \ l` 5545 ` 35 34_ a 37s \tia0 2s 0 4 UFO 9J / ~ \ \ \ \ / 9OS ~'°b 6<'S\ \ /7O 0 15-, 41 N1\°32 ~ \ s SPRING POND 12 LOT AREA = 18$95.04 SQ.FT. ° " E 5 l6°3q'00" E FLOOD ZONE = AE N ~'b1' / / /+7~HI EA\ \ N 82 43 Iq 60' 1 AVERAGE HIGH BASE FLOOD ELEVATION = 8.0 ®HOUSE LOCATION BERWAT 23b1 WATER IA.H Hj / L€u. lo.oti E.. 133 0 LINE / 5YMBOL LEGEND / DARK BROM LOAN (OL) 6 / e- 2 i3 SETBACK LINE - _ _ - _ - ~MD Z4 + (u BRMN 54LTY SAW (%V EXISTING TO BE - • 4 / O \ Aa '.'D~ REMOVED/RELOCATED I ry \ _ = 4t `t ryfi -e rn_s ~j y 1p~<t I{ TEST HOLE - IIZ T / _ Al ~pqE 22 PALE BROW) FINE SAW (SP) PHOTO IcEr •OL a ° \ TEPS O _ -15 "a \ <Y~.~ - 1Ob EXCAVATE AND REMOVE moor E I \ > APPROXIMATELY 156 CUBIC mmu" v Qt / \ 1 \ 1'+/- HI6H EARTH YARD5 OF SOIL FOR THE O 6 PROPSED 2 4 I I BERM AT ELEV. LS HAS IN PALE BRAYN FINE SAND sP INSTALLATION OF NEW l \ 1~ 46" TC~R:DEG I - Y V 2 10.0' (TOP OF FOUNDATION AND DRIVEWAY, c r BLUFF) m RELOCATE To APPROVED s n TocKAOea rsl ~ It P05ED;~`STORY N I SOIL BORINS UPLAND LOCATION. 4 ARZXM 35'-0" BEDI~OOM)''''•.•.,:' I MGDONALD GE05GIENGE ELEVATIONS IN N. V.D. IG2cf DATUM y I: THOUS w/ GARAGE UNDER 22'-2 3/18/05 S.G. TA filo. I ` I rr LINE OF HAYBALE5 j000-31-04-I~ PORCH / EX16TIN6 HOUSE E ALONG LINE OF BE bEMOLISHE CLEARING LIMIT w \ I I tin (TOP OF BLUFF) OF N E I O PPE .100' WETLANDS T 5E L7MFL PLSLICWATER L1N6 WITH am. MON. coNC. , \ rt^y- PIPEIA. GRO55OVER u, 2 q N 6~ 007'4 _ as a c~I p \ i C'~ V OA9 Or9 g3 "err try PROP05ED SANITARY SYSTEM, / $tpNP TES • 1000 GALLON SEPTIC TANK V 7q.g7' LIP , 3- LEACHING POOLS; 4' DEEP, 6' DIA. °017 ~P/ } \ $ NOTE CHANGE(S) S.G.D.H.S. REF No., by Dept. of Health Services RIO-04-0202 OF PAVE"mr EXISTING WATER FIIfD \ II MAP N.Y.S. D.E.G. PERMIT NO.: MAIN PINE PLAGE A RAC SETBACK 4:47 - 1-4738-02754/00004 NYSDEG ADJACENT AREA = 12 230.2 SQ.FT. BASED O R Y ~o JOSEPH A. I N6E6N0 LAND Al. 'TM'aLe S H T I O 1= 2 AREA OF STRUCTURES WITHIN ADJACENT AREA = 355.4 SQ.FT. SURVEYOR, FEBRUARY II, COVERAGE OF STRUCTURES IN ADJACENT AREA= 2.q% 2005. SITE PLAN I'UBLIG WATER SITE PLAN TM PR P 5ED jjnj TORY RE )DEN E: JEFFREY T. BUTLER, P.E. PINE PLACE, Shpi P.O. BOX 634 20 to 0 20 40 60 ao EAST MARION, NY ~d hZ~ SHOREHAM, NEW YORK GRAPHIC SCALE 100 5.G.T.M. 1000-37-04-14815g11 Z m' V.'.TEL.: 631.208.8850 FAX: 631.727. 03 rv = 20--0" WATER BODY: SPRING POND - DATE PREPARED: 1/6/03 COUNTY OF SUFFOLK TOWN OF 56(1YHO'CD DATE REV15ED: 3/10/05 R5W DEPARTMENT OF HEALTH SERVICES PPROVAL OF COMMUC17ON FOR A BERM WITH APPROVED FAMILY RESMMCg ONLY PLANTING5, 2 ROW5, + 4'O" O.G. 5TA66ERED O. ~!D 4~£ D2p a SIDES OF BERM TO BE 10 PITGH PROVIDE 2' OF LEVEL PLANTING XIIyUM OF AREA AT TOP MINIMUM 'f MKS EXI5TIN6 GRADE TOP OF BLUFF YEARS FROM DATE OF APPROVAL 2'-O' EXI5TIN6 PLANTING ON BLUFF EARTH BERM NOT TO SCALE HOUSE, FF = 17.3' FINISH GRADE EL. 14.2' FINISH GRADE MAX. SLOPE 5% EL. 12.6 FROM EDGE OF --t~ - I' MI S Y 0' ti TOP EL. 13.2' -I' MIN. A MIN. 41=p I'4 TOP EL. I l.b 6„ F1EV T. APPROVED PIPE SEPTIC PIPE MIN. PITCH I/4" /I' TANK TG I7 8 LEAGHING _ z W INV. EL. INV. EL. 12.a' INV. EL. POOL O 13.3 12.7' (1 OF 3) EFFECTIVE 8 -O INV. EL. 12.4' DEPTH 9~FFSsioNP`~ 3' GLEAN 8._011 RIO-F5.G -DH-5. SAND COLLAR REF NO.: - T/ I RIO-04-0202 5ANITARY WASTE R15ER BOT. EL. 7.0' N ~ GROUND HATER NOT TO SCALE EL 2 O' N.Y.S. D.E.G. PERMIT NO.: 11-4-755-02-754/00004 SHEET 2 OF 2 PROP05 DETAIL SHEET RESIDENGE: JEFFREY T. BUTLER, P.F 7,20 PINE PLACE, P.O. BOX 634 EAST MARION, NY SHOREHAM, NEW YORK 5.G.T.M. 1000-37-04-14415 TEL.: 631.208.8850 FAX: 631.727.8033 WATER BODY: SPRING POND DATE PREPARED: 1/6/03 COUNTY OF SUFFOLK TOWN OF 5OUTHOLD DATE REVISED: 3/23/05 BUILDER'S JOB NO. 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 77413 N; Z6p S 9352 G"E S 17.1 651"E NO eF X60 1~ 1,1 1452743'30 36'E S7 93 o0p" E 3 ,off 03i ~ Nh ' for u1 a a 00 n wl IN WT 11 609 F 6g0y~~A. / RY L0/ 115 ' ?n 7 ° GoJ a V N82'07'42"W 79.97' N77- DXL a rAtoon 09'30"W PINE ~J°6D64+WOF AFftTPA°°") PLACE 76.00' L=69.20' ~ 6 PAWIEKf I 1i I app ¦ MONUMENT l `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 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 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 142_144 BEHRENDT ~G OF NEW ~p V g. BE/y MAP OF GARDNER BAY ESTATES SECTION 2 SMITHPC LOCATION: EAST MARION ENGINEERS TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS Q SURVEYED: JUNE 21, 2005 483~g 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 NO. 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.. Itl N l; V 1 O ti ` a7 SPRING POND 3~; 1Q E S77• S55'36'51 "E N N~ ~9 26 34'36"E 17.16' _ 5A 0E 9.5 N601~ y N82-43'301 S78-39'p01, 23.61' 9.60, a Hoar tuz o ~~33J ^M Ny ~ rEaTT - 2 ;01 Hz - mT lu 11.03V WT IN BULKHEAD 1.2'W a _ O !.Y a O l.6• Nov 12.T FE.O.CW Of'R ? STQ4 SF2PS Y a 608' rRe4F I totll5 ' 3 •e ~7' ry CET 1 sF,y~. 21.9' I Br, I p o LLI o jEAS, - ~ Jj3, .n 0 1245E a ST. s 265'\. ZSB" Cp I w N8 '07'42 m F•ogs I,~ OJ uW 20.1$ 79.97 WV.p CP I M G I • 3 Gr EDIL OF FAVflIFN1 N7j'pg•30^K, o Ito IEZaw R=60.00' ~vP PINE (30' WIDE RIGHT OF ~ 76.00 Raiw L=69.20' eax aF aAWNENT WAY) PLAC E ar A RC POLE MIT 6 SUF OLK COUNTY GEP.4R"trc APPROVAL OF CClSTRUCTtD ,'JIti';<S i'CR A:iNGLEFAV%Y c:1 - JCc' +I r ~ Date SIR ? H.S. Rsi, N3. _ LU o4 0202 ThC sa'Nage eSI o5a! ala \G r su r y f;C^i;irs a'. this IOCa5 1 have been "t . CCp:'WnCrlC'G:: .Gre ..2.>arAfccndto ¦ MONUMENT 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 BEHRENDT FNE LOTS ,42-,44 SMITH MAP OF GARDNER BAY ESTATES SECTION 2 PC g. 8E/y LOCATION: EAST MARION t ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS 11 SURVEYORS SURVEYED: JUNE 21, 2005 244 EAST MAIN ST. 0¢: &ERTIFIED TO: MICHAEL F. GRIFFIN AND GRACE ANN GRIFFIN 04 -1b PATCHOGU E, N.Y. 17772 F J/ (631) 475-0349 LANCSO~ 11 SCALE: 1 "=30' FILE NO: 05-332 FAX 475-0361 PESION CRITERIA WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE/ GROUND SPEED EXPOSURE SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD _IFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF - SNOW DESIGN LINE SUCTION LOAD CLASSIFr-ATION CONSTRUCTION LOAD IMPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD MODERATE SLIGHT TO II YES FROM 1990 40 PERIMITER EDGE ZONE • 33.1 p. E ZONE , 33.1 pet EDGE ZONE . 215b phf 3 2%'0„ FIRST FLOOR . 1168 60-FT. TYPE V 45 poll 170 B C SEVERE 36" TO 14EAVY MODERATE FIRM MAPS Pof 20 pof INTERIOR ZONE • 76.6 plif 26.6 pif INTERIOR ZONE • 16m per' SECOND FLOOR . 14815 'aFT -THESE PLANS ARE INCOMPLETE - WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWINCs SET)- ~ - _ Q- TY >J WA T O $WINQ-ED TABLE R301.5 RR310.1.1 Mmm,m ap.m.g n-PL All ehr'.h., eeewe Ana Um opening..hu1 here a mmlm~m net clam epening ar 5.T eq~me feet lOS3o - _ _ MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE mn PER aduARE' FOOT OF HORIZONTAL. PROJECTION E CEUPTION. Greso fleer ap.ning.. el• rel A wwl n n.t Flee- 5 Square feet ,0.469 mD TRIBUTARY LOADED °PFHhR of AREA IN SQUARE FEET RR310.L2 Mnlmum acanlny FelgFb The elnlnum net clear apenlng hwlght FOR ANY STRUCTURAL µ.ll bar 24 Inch- (110 Mml. MEMBER - - - _ j'm 44 O TO 901 TO OVER RR]lO.l.3 Mlnlmum Opening width The minimum net Flee, Opening wlath ROOF SLOPE 900 600 600 eN/II be ]O Ir Ih.' (508 mm). FLAT OR RISE LEDD THAN 4 INCHED PER FOOT RR310.l4 OPN,.uanal F.-VAlnb. Emergency eem'. end re.cua 20 16 12 opge ehAll be opvaleml Rom the Inelae of the ream milhout the em ow of key. or bale. -E--j w b RISE A INCHES PER P067 Ha) TO LEIS THAN 16 14 P .I] INCHED PER FOOT (11U RISE19 INCNE5 PER FOOT (11) AND GREATER p 1] 1] TABLE 8301.6 ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS T A$-=~ STRUCTUAL MEMBER ALLOWABLE _-w T__- - - vl r s MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/13 USE LIVE LOAD WITH NO FINISHED CEILING ATTACHED TO RAFT5R5 L/ISO wtTERIQR BALCONIES 60 INTERIOR WALLS AND PARTICIANS H/ISO bEl`ks 40 _ PASSENGER VEHICLE GARAGES 50 FLOORS AND PLASTERED CEILINGS L136O - 0 ATTICS WITHOI,IT STORAGE 10 F ATTICS WITH STORAGE 70 ALL OTHER STRUCTURAL MEMBERS L1240 ROOMS OTHER THAN SLEEPING ROOMS 40 E TBRIOR WALLS WITH PLASTER OR STUCCO I N/360 _ SLEEPING ROOMS 30NISH STAIRS 40 - - - _ m 6UARDIRAILS AND HANDRAILS 700 EXTERIOR WALLSHWND LOADS WITH BRITTLE L/240 FINISHES - - - - IXTERIDR WALLD401NO LOADS WITH OPENING PROTECTION 6k FLIXIOLE FINISHED Lll]O WOOD STRUCTURAL PANELS PERSUANT TO 1 NOTE: L. SPAN LENGTH, He SPAN HEIGHT 609.1.4, SEE FASTENING SCHEDULE ON A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES DETAIL SHEET IN THIS SET THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE I I DETERMINING DEFLECTION LIMITS HEREIN. I I I ~ I I I SEE DETAIL SHEET FOR I 1 Il WIND CONNECTION I RE0.11REMENTS RETAINING WALL I I 11-- I I z I I I I ~ z a I ----I - - - I UJ c I - - - - I.' 30 DEG MAX.. ° Y m 1... . qT ELEVATION o ..i...._ 30I .-.-r----- STEP FOOTING OFFICE QFricE I- oX I:; 1 30 DEG MAX. If1 z a N~ Q m . lL 0_ m APPROVED AS NOTED - LL - - AM - _ DATE: 5 DATE: 51a Jr BY, # 3 0 ~ W ZABPHALT ROOF SHINGLES. TYP.-_'-~_- 0 Y: NC ",FY BI. - 76F .n2 NO'!FY BUILDING DEPARTMENT AT EN '2 GAM TO 4PM FOR THE FCL OCCUPANCY OR ()V NE FOLI vVIN( FOLI ' 'WING INSPECTIONS: 1. FUt NDA 1. FUtNDATION -TWO REQUIRED USE IS UNLAWFUL ,\Q'~`~eevT. T(Y FOR PO FOR POURED CONCRETE C,3 f 2. ROUGH 2. ROUGH - FRAMING & PLUMBING WITHOUT CERTIFICATI_ 3. INSULAT 4. FINAL - 3. INSULATION - w 4. FINAL - CONSTRUCTION MUST OF OCCUPANCY BE COM. ALL CONST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 4 REQUIREME lr7 YORK STAT REQUIREMENTS OF THE CODES OF NEW Ay0FE5G10NP~ YORK STATE. NOT RESPONSIBLE FOR CFRTIFICATION OF DESIGN OR DESIGN OR CONSTRUCTION ERRORS. NAILING b ;CONNECTIONS ,j JEFFREY T. BUTLER, P.E. R,E9 41RED. 9 COMPL' COMPLY WITH ALL CODES OF LLI NEWVORI NEW YORK STATE & TOWN CODES Z AS I _~UIF AS _'~UIRED AND CONDITIONS OF LLJ 0 -SOUTHOLDTOWNZBA 0 Bull SOUTHOLD TOWN PLANNING BOARD o aTS SOUTHOLDTOWNTRUSTEES Lij > 4 ° 1013~~} -f 6 I'll 4 N.Y.S. DEC DO NOT PROCEED WITH a z Q \ FRAMIP,3 jP''_;URVEY Z z~ FL001 HAS BEEN APPROVEDON'I u- a FLOOD ZONE A£~gJ OF _ BC NED OPENIN _ - - c COMPL COMPLY WITH CHAPTER "46' w FLOOD FLOOD DAMAGE PREVENTION 0.z-. 4 O SOUTHi SOUTHOLD TOWN CODE. w I UNDERWRITERS CERTIRCAT LLl ~ y LID ALL CONS N °R ALL CONSTRUCTION SHALL AEOUTAED 00 ww -1 E I~1EET THE RE EETTHE REOUIREMENTSbFTHEi d o ' LTLIWI"Al Cki1k]„'PLUMBE I cc: RETAIN STORM WATER RUNOFF O_ 3 o PURSUANT TO SECTION 45-1 CC PLUMBER CERTIFICATION OF THE TOWN CODE. ON LEAD ON LEAD CONTENT BEFORE 1 1 CERTIF0 CERTIFICATE OF OCCUPANCY 1 I I I I I I 1 SOLDE ; SOLDER USED IN WATER PLUMBING PAGE: ' I I I I I I I I I S~UyPPU SUPPLY SYSTEM CANNOT AI L PLUMBING WASTE c A'A-ER LINES NEED I 1 I I 1 1 I I I II -------------C=-----~~1- EXCEED Pilo OF 1% LEAD. TESTING BEFORE COVERING „ ~ O1` _ I-_-_--1 i-_-------------- I I I II_ EXCEEI __________________________111 i_• - - - - - - - - - - - - - - - - - - - - - - - - REAR ELEVATION= ,J, I^/ OPENING OPENING PROTECTION BY SEE DETAIL SHEEf,FOR WOOL WOOD FRAMED - / WOOD 8 WOOD STRUCTURAL PANELS NIGH WIND CONNECTION CHIMNEY V PER6UAI FA6TENII PERSUANT TO 1609.1.4, SEE REQUIREMENTS FASTENING SCHEDULE ON DETAIL DETAIL SHEET IN THIS SET 3 2 i 4 N 4 U ~ 0 W o ~ `o a $ o rc a C ~ a Cu 0 d x •m I I uj L 1 L I ~ _ x NT SIDE ELEVATION RIGHT sic u $ LL UJ o m (y a s LL LL W ENCsINEER: ' ~~~°E NBwy° r ~ 3 F~' ~''94 FES SIONP~ JEFFREY T. BUTLER, P.E. U Z W 65 w ? o z e r p CC LL J ° s a a p U. - - - - - - LEFT SIDE ELEVATION F- aQo C] w E W u O N li LL ~ c Q o a a ~ ~ r °u I I I VENTB' L II II I ® ® I NOTE PROVIDE F ODVENTS' PER ZOO 60, FT OF FLOOR 1R I I I I I ® ® ® I I AREA M GARAGE DOOR. GARAGE FLOOR AREA 548.91 90. FT AS LOCATED i4B.91 9D. FT ?ATEG PAGE: I y~ ON PROVIDE PLANE VENTS (SEE ATTACHED ® L=3M FLOOD EMTTB SHEET FOR DETAILS) TACHED I I 2 Of (o. I 7777777777777 64' 6" 27' 1" 14' 7" 6' 10" 11 6" 4' G' 6. 0.1 6.1 y-2XIO CU 61A C 6.011 6' 6" 5' 3" I' 3" 2.6" 2' 7" 511.1 5' 2" 10'3" 10' 3" 4'3" NEP_F 2ES5PR9 Y.F_i____~_ T_ _ __i_ I 3.3X10 G DER }]X1O CCA GIRDER ' ~f ~ CCA i I ~ i ~ ' V i i 1 O 24" X 24"111'4. PIER c ? ~ ON 30"X*"X8" P.C. - - PIER TO 4NDISTURBED . y SOIL 6 X& CCA POST, ~P V YJiP OI Y ANCHOR ?O PIER (TYP.) ST, fYPJ i 1 a i 7'1U" 1 An )'6" tt 66" I i 6 01, 8101. a g, 0" 810" II~~_ y -i_ T 1 LI ~ y1 I L J 1 y-0X10 CU GIROE 7 139X10 CC•A GIRDER! 1 }]RIO CCA GI '~RDER ~ 113_-DWO CCA GIRDERI ~*1XIO CC; GIRD_E }3X10 CCA GIR 1 39X10 CCA GIRDER ; 39X10 CCA ORDER 1 3-] 10 at L~ , 3~Z%10 LGA GniDER - T' ~f W _ I ]XIO OCA GIR I K I 1 1 1 1 ' • RETAINING WALL BY OTHERS II O ~ B1, ' GREEK WALL. HOLD `u~ PI ' 'BELOW GRADE, HOD ccALEDGER. BOU T I DETERMINE IN FIELD HEIGHT ' 1 AND DISTANCE ;i a • _ 1 BELOW GRADE o Bo} iER. BOLT TO BOX i BH4H .1113' x 3° LAGS, IS" O.L. n I = 11 AND BOTTO", TECO D.J 3° LAGS, 16' O.L. On, TELO D.J 1 i________________ rv 2BIl OOA G1 DERI I _ I • , . - . 1-~-_ _ I I g.. I 1 g. I I 9 I 1 N 1 w ~ BEAM OCKET o o U I 1 1 D 1 I Nm' GROUT SOLID U d} 1 1 1 I ~ i NOTI r I • 1 ~ 7A NOTE: PROVIDE 4'FLOODVENT6' b 1 I Y C O u O 1 I ' I W d' PER 200 SQ. FT. OF FLOOR E - O AREA IN GARAGE DOOR. I N u I I I ~ rW ° GAF LL J GARAGE FLOOR AREA • 548.81 80. FT. 1 C U i ? m l II i m 1 9 PRC P i r S'L PROVIDE 4 VENTS AS LOCATED j " a u ? ui i r ON THESE PLANS (SEE ATTACHED 2-3 1/2" STEEL COLUMNS O ' 1 I SHEI I 3 SHEET FOR DETAILS) I 1 ' 0" 3' 8" 6' 11" X ~ - I 30"X60"XI2" POURED I ~ B 1 Ij~ CONCRETE FOOTING 1 • 1 1 1 J 1 la I I LL I d LL III ' - ly (TYPICAL) 1 • I 1 ~ 1 N~ EXCAVATED GARAGE= IO ` ` ? - - 1 I 1 1 r - g Y Ym a} r N z 7' 10" i I 1 6".611 ry N _ 10/10/10 W.W.M. m D AIL 0.1 ON 4" a o El iEloa O FILL ODE _ _ r------ D , w P7CH O.H.D. T yy77,.EAM PC EAM POCKET ' ~ ' I ''11,'' 0 j U EL 11' X 2-1 3/4 x-/S" tROUT SC ROUT SOLID J•1-l 1 I o @ ~ u J ` 9'6"H- CLEARANCE m 1' T~- .1 1 i I G 1 1111 A ' P22' rm.U. GIRDER - w R 1 m GI DE X /B2-1 3/4x VB2-1 3W __M.L. IRDE . R ML. O ° m V _ ~ M,L. GIRDE i- M.L. GIRD - _ x o m O / II 1/8" TA 360 F.J. a 12" Q9, j• ~ I Ill I I 21 S/ I 3 1/2" STEEL GDLUMN - / II_l/8 M.L. F. c0 O 1 0 X30"XI2"POURED 3 FOOTING i kUF 1m 1 Z I CONCRETE 34 d XIy i 3' 6" FURNACE ;f 1 I> I I I I > •-I O (Ij ~ I 3 d U u I (TYPICAL) ~ ~ 1 i J Q' IS o - m c0 m 0 CUSTOM 4" COLUMNS I ° -4 EXCAVATED CELLAR 64l `T L d WITH 6" X 6" TOP AND y. I K 4" P.C. SLAB 5/6" F.C. GWB I BASE PLATE, ANCHOR i J I b"x6" = I L 51 le 10110 W.W.M. TO CONCRETE AND GIRDER L O P RDUB OVER FURNACE dl I I~-1 3/4" k X ON 4" OU FILL PER CODE - m Z I9' B" TYPICAL r 1 i m l i 1 ; ; 2811 , 1 - - A ' BEAM OCKET 1 X ' 1 I'r ? 0 g 1 S' U" ' GROUT 15' 90LID I 1 ~ _ 1 • 4 • 1 1 ' - _ ___________L____________ 0- I ' 131 L __________________•___________________________-W; , • • , , • 4W____________" ,1 NOTE PROVIDE 4'FLOODVENT5' 120 o B CHEEK WALL, HOLD ' TO" 1 r 1 1 m' o ' • ' PER 200 6O. FT. OF FLOOR ~ R' ~ rv ! 1 a. • . • . • r 1 • 1 a BELOW GRADE I I ' AREA IN GARAGE DOOR, m Q O Q d i O GARAGE FLOOR AREA - 64B.SI SO. FT. U U 3 PROVIDE ANCHOR BOLTS AT EACH CORNER ~i ? K are ccAGER wi b,1 0 1-2X6 GG o BOLT 2-2x6 CCA BILL R' LL PROVIDE 4 VENT6 AS LOCATED 4 0 RETAINING WALL BY OTHER9 S~ I ON THESE PLANS (SEE ATTACHED ZO ? LL DETERMINE IN FIELD NEIGHT SIMPSON PHDS (TYPICAL) - SEE DETAIL SHEETS u' - =1 LED I/2" ANCH 1/2" ANCHOR BOLTS QF NLe SILL SEAL N y SHEET FOR DETAILS) Q W m AND DI6TdNGE WF PROVIDE 5/S" ANCHOR BOLTS 32" O,C, MAX. N IB" X IS" P.G. PIER EA ON 74"#4"x8" P.G. TE WITHIN I' OF EACH SPLICE IN BILL PLATE i- 4 I,A + - q 4 - AER aRy GGA NDISTURB POST. ED I TERMITE TERMITE SHIELD - ~~Q FPEY T. BLIlF.~'p '_J c2' K a ®ovE BLL 5 L " COND. c_ { SEE DETAIL SHEET FOR INSTALLATION & LINE OF O B" CONC. FOUNDATION' -y i N a r BE :_-I__• " "X I6" GC TO PIER (TYP.) DAMPRO 15"X16" GONG. FTG. DAMPROOF BELOW GRADE Em [C 4 Q m ~ n w m~ 31nZ U 3 = - Q JI 3 U M- 204" 13' 6" JO' R" TO" F \ 349 F~~ m N 8 r y~ H ND AIL - iCZ~ Q~~ P ODE 66' 6" o~~Ftb Pv 3 QS a W x I~o$ x-0 - JEFFRET T. BUTLER, P.E. I I m~ LL ~ x LL I I r_ V J FOUNDATION PLAN ' O X`$Z i Im di Lu Z O 71 i0 3 W _ BASEMENT= 1,226,50 SQ,FT. I ; In O / II T/B" TJI 360 F J • 12" ]~I 3/i" X - LLJ O i i m IQ O~ W O II l/B" M.L. F.J.---W 3 y~y-- z F___. GARAGE = 563.1 SQ. FT, 0 ~ SMOKE DETECTOR O a INTERCONNECT PER CODE LLI r m EXCAVATED GARAGE 3 a- 4" P.G. SLAB I CARBON MONOXIDE DETECTOR Z i I 6"x6" I0/10 W.W.M. 0- e ONE PER FLOOR z 0 m I i ON 4" POURCUS FILL i PITCH TO O.H.D. - - - ' EL. 1.1 LL a 0 LL IL o 96"H- CLEARANCE ~ ~No • I I I ~ O I ~ I Lu Y . r 1 r . _ . r { r . . ? 1 I R • I I I O _ CL 0 - o O Y = OPENING PROTECTION aY F= J WOOD STRUCTURAL PANELS 3 3 PERSUANT TO 1609.1.4, BEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR PAGE: HIGH WIND GONNEGTION FOUNDATION FRAMING PLAN RE4LLIREMENTS 6m6KE DETECTOR INTERCONNECT PER CODE 3 of ~ NOTES: OPENING PROTECTION BY SEE DETAIL SHEET FOR JFOR I. OWNER REQUE576 THAT ALL PLUMBING BE RUN WOOD STRUCTURAL PANELS HIGH WIND CONNECTION TION AT INTERIOR WALLS ONLY, EXCEPT FOR HOSE BIBS AND EXTERIOR SHOWER. PURSUANT TO 1609.1.4, SEE REQUIREMENTS FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET 7. 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. IDLE VENT StRIDGE 713EA HAU5T AIR OF SHEATWNG (TYP.) FELT RAFTER W a ~ o N YZd z ~ W W J NT DETAIL RIDGE VE 64-6" o 4' 6' S 1011 51101, 6'3" 4' 8" 4'8" 81111. 7' 10" 101 8" 5'4" 2' 0" j ~ o //LINE OF PORCH ABOVE m~ MDR uaTOM eewEtmmm cPe~Inv~ it z it a- I, SCREENED-IN PORCH f 0 1 LL 1 1 ~ FP i mtP l~G~ 1 h, P II ° J II O O z 0 0 7XIO I N BEAM LEDGER, BOLT TO BOX p g BEAM A LAGS IS , 16" 00, 1 ` ToP AN. NO BOTTOM, TECO G J 1 y 1~ LL 1 a J ae ~J 1 U W Uw wd FWH31611 N N Q \ TW305 TW3052 DHP5652 TW3052 TW2052 FWG60611 TW2052 FWG606B DHP5652 FWH319 7-7x10 HD 2-2xIO H T2-lxll 2-2x10 HDR 2-2x10 HDR. 2-2x10 HDR. 2-2x10 HDR. x10 D 2-2x10 HDR. 2-2x10 HDR DRYS X vEN QT Q TO EX 69 EXTERIOR SHOWER JU h LL 12' 6" AY 7" Li TO BE LOCATED t. A6 T U„ BY OWNER O [ d I IE.y. :.G* 01 REINK x DINING ROOM X 1 1 SO" CLG. HGT. X I F~ O 1 - 6~0 ~ o sIN } X d) 'S" 241 5O" CLG, HGT. KITCHEN O" CLG. uGTv 3-1 3/4" k II l/S" M.L. F.J. °EL u MUD ROOM J Z m LIVING ROOM 711 ~ 12' lo" 3 e'O" CLG. HGT. p - O O 3 g ,g 0 W O N b _ r O n.-°Q ryUry t0 U n ~m W N t°1 11 " a s 4' x 6 " REF. ° EA BIN 1L iN u - D' 2- 1PREFAB, 2820 CLEARANCE x12 HDR. 2'0" W 0 3 w C .xis x~ GA6 BURNING 0.V FIREPLACE ~A N Pocc4 UccRb d GL n PROVIDEFRESH AIR INTAKE ^ • - 3 <-<x v rvrt. a AND GLAS5 DOORS PER C DE r m G.O. GHIIHNEY AERIFr SIZE _ 74 12 HDR_ !1 1 1/2" PVC CONDUIT FROM J W INSULATE FLOOR - BASEMENT TO ATTIC. .O. = ~pF NEW 1AT6 ABOVE - I PROVIDE OPENING AT - ~P FPEY i. Bar yO Z O c ` EAGH FLOOR r Gj ~ e ~Fq u ~ I < HROO , v FAMILY ROOM e D o D a FOYER u I V-- d OPEN TO ABOVE O _ x b m - 8'O" GLG. HGT 4 OFESSWA E ^ m _ 24 4 20, W IT 6" 23'11" - HARD PIPE JEFFREY T. BUTLER., E, VENT TO EXT. \ m W o 3-1 3/4" X II VB" PLL. F.J. LINE OF WALL ABOVE - LINE OF WALL ABOVE U 2-2x10 HD 2-2x10 HDR. 2.2x10 HDR. 2-2x1 HD rv CL 2-2x10 HDR. 2-2+10 HD 2-2x10 HDR. Z ° TW3052 TW3052 TW3052 TW3052 TW3052 TN7U9_ TW305: A 21 N W LL LINE OF ROOF ABOVE i LINE OF ROOF ABOVE 2-2x10 NO U 10"-3060-1060 1 Wv_ o a e- o ~ rv m pu `p ° y COVERED PORCH u i~S, ova 9 a 3-2X0 U. POROH GIRD _ z u zQ m 1,a°~o a STEPS AND RAIL LL_ 1.1- (L Q °o PER CODE W=- CD d~QOz J0 4'0" 62' 6'2" 4'0" 619" 6'9" T6" 76" 76' 79I/2" 79Ii3" X4 1'2" Q W3~ W r Y rrn^ J '(Y4" 13' 6" 30'b" 2'll° VJ N ~ O O LL o n EL LL O 64'6" Y. N ° e FIRST F. RST FLOOR PLAN VINrz AREA = 1,169 SQ,FT, LIVING Al FRONT G( ZONT COVERED PORCH = 64 SQ,FT, l/ LINGO V ES 4COVERED REAR DECK = 263 SQ, FT, SGREENE GREENED-IN PORCH = 442 SQ.FT. PAGE. SMOKE DETECT SMOKE DETECTOR INTERCONNECT NTERCONNEGT PER CODE 4 of ro CARBON MONOXIDE DETECTOR e CARBON MONC ONE PER FLOC ONE PER FLOOR LIGHT 4 VENTILATION SCHEDULE: ROOM PROVIDED REQUIRED PROVIDED REQUIRED ISQ.FTJ (SQ.FT.) lSQ.FTJ (SQ.FTJ l51M.FT J I I FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION FIRST FLOOR LIVING ROOM 548 13.6 44.6 52.4 22,3 FAMILY ROOM 312 216 24.9 25.8 12,5 BREAKFAST/ 330 141 26.4 128 13.2 KITCHEN DINING ROOM 166 141 133 128 6.6 SECOND FLOOR 66, 6' BEDROOM 4 168 16.0 134 14.6 6,1 BEDROOM +3 186 16.0 14,9 14.6 1.4 64'6" z 0 N BEDROOM-4 115 16.0 14.0 14.6 1,0 4. 6" 5' 10" un I T P, i' 9" 4, 9" y, 1011 10,01. S.01. 5, S„ 3, 10" „ 0" MASTER BM 290 12.0 23,2 36.0 11.6 LIBRARY 160 21,1 12.8 10.5 6.4 SRC VIDE RdILO PE !OOE WINDOW AND DOOR SCNEDULE Z WINDOWS MANUFACTURED BY ANDERSON-400 SERIES (UNLESS OTHERWISE NOTED) DOORS MANUFACTURED BY THERMATRU UNLESS OTHERWISE NOTEU N F Y LMIT NO CLEAR OPENMG SHUTTER SIZE GLASS VENT COMMENTS QTY. ¢Q.PT-l WIDTH HEIGHT WIDTH HEIGHT SQ.FT. SQ"FT. Nm W f MNDOWS r qWC_ A21 0680 1812" 6" 30' 30" 2.60 080 4 OPENING PROTECTION BT I 5 W I WOOD STRUCTURAL PANELS H CTN28.2 70" 42" 10,60 _ 2 PERSUANT TO 1609.1.4, SEE R ]PIN SEE DETAIL SHEET FOR o PORGN HIGH WIND CONNECTION REQUIREMENTS FASTENING SCHEDULE ON CTN34 48' 30' 360 2 DETAIL SHEET IN THIS SET S DHP5652 76' 72" 24.83 4 t u TW18210 1.77 177lR"~ 14114 30' 42' 2.80 1.79 2 TW2062 _4.29 27718'128174" 30"_. _70_ 737 431 4 \ TW21021Q3 3.16 3171W 14114' 129' 42 1686 954 1 GTN2S-2 r ~ TW2646 4.69 27718" 24114 38" 62• 8.31 471 1 1 314 NER-~____________ TW304fi DHP5652 DHP5652 _________TW2052__ r DHP 651 11 TW2052 FWG60611 TN704ry FWG60611 TWIIHb ~l TW28310-2 4 20 28 718" 1 20114' 1 78' S4" 14 96 8.44 I 2-2X10 HDR 2-2X10 HD 2-2X10 HDR '{-2k HD - %I H 2-2X10 HDR 2-2%10 "OR 2-2X10 HDR 2-2X10 R TW3046 570 33718" 24114' 44' 62" 1031 573 9 ~ I Q W z " S, i„ a, 6' 13'2" I F I O„ TW3062 6,64 337/8" 28 VC 44- 70• 1203 6.67 10 - I . J omm DOORS WALK-INS 1068-3069-1088 - 1 G CLOSET m. m O In FWH318 1 16.72 013116 781M' 44" 90 1145 16.72 ANDERSON400SERIES BEDROOM 03 03 L RARY MASTER BEDROOM ' O B'O" CLG. PGT. _ iT. CLG. HGT. SITTIN AREA 5'0 ' CLG. HGT. r \ FWGS0611 18.31 281/8' 787118' 82" 90" 24.86 15.31 ''•ANDERSON400 SERIES 4 h n < a w (CEILING VARIES) I O ° Z Ln i .9 1 I I~ p n II i 1= - = 3 ~ u u _ -nrrlc nccees ml I$ x 1 IQ op P 1: _ O 0 - ;w a ARWIN e XI L 1r T; O I Irv - _ O, W fU 11/2" PVC CONDUIT FROM m O ;rte ~ OI 1 6ASEMEN- TO ATTIC. . a' o c, . Is' c a 0. ID m BEARING WALL I I"' rPx ewReT; rr~.xAnE fIReT; B 1'y WA PROVIDE OPENING AT 1 Q'~ N CVI RA EACH FI-OOR W wi z _ = U Q ~ i U 2112 RIDGE 2%12 RIDGE 2(I2 RIDGE Z o W W I11 MA 'v = " Z w O N o BEDROOM "2 W ~ T 7 ~ ~ 'T r ~ J ~ i A Y SO" CLG. HGT. z T I e i 3' 10" I'64 - - ENGINEER: l U ' =RO a RdILS ree c E BEARING WALL ~pF NEGy 58 2'6" ~~Q~FpPEY T, gVT y0 BEDROOM •4 - 1 Y6" .p - 1 c _ 1 611 SO" CLG. HGT. =T BA NROO CL. - ~ARD PIPE ~ gg°0 2 ii x • ~~o a - WALK-IN I ®u q N. GL, 8'0 CLG. HG . 1 B 1 u 1 11 VENT TO o Z* N `~O p C0 " = z 1 I~ - o~ GLOBET 1 ATNROOM = SOFFIT * _ r F o ~ rv 15HELF I ROO :w 'O GLG. HGi. u p IIIJJJ -p i 12I- ~ T. y3 BUT9 i 41 2 U" 16" 2' 10' I Il" Y. ssl TtJ /BHOWERa i ; FO ER BENCH C® 0 LE~ JEFFREY R, P.E. 2-2XI2 2-2XIO WD w.C. 7- 10 H 2-2k10 H OPEN TQI BELOW 1 'Lie H -2kl JW 1 I LEDGE 1 ER TW3046 TN3046 TW2646 A21 J 21 , w O TW3046 I-TW3U46 T-----____ Ali f 1 GL,O Q N, HaR'~_P«B 1 ROOF ABOVE = ABOVE VENT TO 1 I 1 1 ROOF ABOVE 1 Z FIRST FLOOR IPR• b' O.c. / m' o. 1 FIRST FLOOR FLOOR SOFFIT Ii1E FIRST; "f Ekl !!7J W LL ~ o 1 s ~ , 1 1 CT d_ v H0 W v O a 28310-2 zq n ROOF ABOVE , 'FIR 6T FLOQR'T~ z U z ^ 3 LL Q O B O U- w=~ ~ 0.NO 4'0" 6'21. 75" Ty„ 69" 69" 4'6" 5'6' 12,sl- 5'6" ze w~~ 0 0 wL F y W 4" RY 4" 13'6" 30'8" 64'6" 2'0' / m o 2'0" 0 LL y Q O e R SECOND FLOOR .OOR PLAN a-I O LIVING; AREA = 1,453 It 1,453 SQ.FT, 2 STORY FOYER = 216 =R = 216 SQ. FT, 4Frl SQ.FT. REAR DECK = 4Frl SG SMOKE DETECTOR INTERCONNECT PER CODE IE CARBON MONOXIDE DETECTOR e ONE PER FLOOR ECTOR 5 of ro - I CONT. RIDGE VENT 2X1] RIDGE OPENIP VTR WOOD OPENING PROTECTION BY 2X10 RAFTERS 2X4 C.T. a 32" p. 1/2" COX SHEATHING WOOD STRUCTURAL PANELS 15• FELT PER511. PERSUANT TO 1609.1.4, SEE ASPHALT ROOF SHINGLES FASTENING SCHEDULE ON ATTIC 3" FASTET DETAIL ________________i_ DETAIL SHEET IN THIS SET Lev LAV LAv TUB'/ TUBY S SEE DETAIL SHEET FOR SHOWER 3"i SHOWER HIGH HIGH WIND CONNECTION REQI SECOND FLOOR \ 77 u u 5~ 77 REQUIREMENTS R-30 INSULATION - - - TOP OF PLATE 2' 2.1 2 . 11 11 - 1/2" GWB O" OH CONT. VENTED 1/2" GWB RAIL OMITTED FROM VIEW - VINYL SOFFIT (TYPJ 2X6 STUD: 1/2" GWB A 2X6 STUDS i 91NK TUB7 SHOWER R-IS INSUL RUBBER MEMBRANE ROOF LIBRARY BEDROOM 42 - 1/2" CDX R-IS INSULATION 1/2" CDX SHEATHING W W. FLASH AT INTERSECTION - TYVEK HC TYVEK HOU5EWRAP MAIN FLOOR AND OVER THRESHOLD APRON FLASH VINYL SID VINYL SIDING N 2 IXIO FASCIA IXIO FASCIA BD RIP SLEEPERS ON TOP 3/4"SUBFLOOR = TO T-514" O MAINTAIN 1/4" P.F. PITCH \\\\\\VVVVVVIIIIII O FAI TOP OF SUBFLOOR ~ 3--' TOP OF DECK JOIST )ECK JOIST G.O. 144" Idl 2-J. INYL WAINSCOTTING CEILING 1/2" GWB --TOP OF CEILING C.O. G.O. ACK OUT AND WRAP HTECO CONN TO \..4„ TO AN APPROVED SANITARY SEPTIC SYSTEM 2x10 LEDGER KITCHEN FAMILY ROOM CAST IRON c HOUSE TRAP z OTE: RROVIDE INSECT 0 CREEN UNDER DECKI6UBFLOOR X 6" DECKING 3/4" SUBFLOOR - a m f --TOP OF SUBFLOOR tz PLUMBING R15ER DIAGRAM (NTS) TOP OF SUBFLOOR 2XI0 CCA D.J. TOP OF FOUNDATION DUNDATION - - - " - R-30 INSULATION "-TOP OF FOUNDATION W • : i PITCH GRADE j ! 2-I 3/4" X It T/e" M.L. CELLAR AWAY FROM ••~.p WITH 3 1/2" STEEL COL. FOUNDATION 2-2X6 GC • = 54~+~ . ` ON P.C. FTG. 1/2" ANCI- 2-2X6 GCA SILL 1/2" ANCHOR BOLTS ti i SILL SEA SILL SEAL •;l.., .~1 TERMITE TERMITE SHIELD ? ~ ~ ~ 4" SLAB o ELE 8.5' S" GONG ! S 8"X16" C. S" GONG. FOUNDATION tu e"X16" GONG. FTC. N&I'd ' DAMPRC DAMPROOF BELOW GRADE TOP OF FOOTING n 24" X 24" P.C. PIER x ON 30"x3C"x8" P.C. PIER TO UNDISTURBED SOIL SECTION A-A * IL 601E 6"x"xb" CCA POST, W amp ANCHOR TO PIER RYP-) 1 CONT. RIDGE VENT ~ yam x o ~zm w a LL y~ AT C rYL. L11' u R- JNULA LION E R: umn O 1/z" GWB - - --TOP OF PLATE QF NEW Y ~ ~'~Q,EY T BUT ~ cc r + n 2 BEDROOM 3 SITTING AREA LIBRARY MASTER BEDROOM '~~'C~FfSS~° P~' 3/4" SUBFLOOR - JEFFREY T. BUTLER, P.E. - - - - TOP OF SUBFLOOR p II 1/8" TJI 350 -12" O.O. J "-TOP OF CEILING W O 1/T GWB V j Z W µ0 S LIVING ROOM DINING ROOM KITCHEN = 755 r o ' Z Q h W Z m II 1/8" TJI 360 F.J a 1T O.O. LL a ° 3/4"SUBFLOOR a _°o PROVIDE 3-1 3/4" X II l/B" LVL W/2-5/8" ST PI-TS; - - - - TOP OF SUBFLOOR '~RR Z F BETTERHEADER •06, OVER OLD, INSTALL FLUSH WITH FLOO - - - - TOP OF FOUNDATION V D_ W O SYSTEM. TECO CONNECT FLOOR JOISTS TEGO CONN 2-I 314"r II l/B" M.L. GIRDER DER 2-13/4" X II l/B" M.L. R-30 INSULATION Q F W u v OVERHEAD DOOR TO PROVIDE 5/B" F.G. GWB NOTE: PROVIDE a'FLOODVENTS' HAVE LOW CLEARANCE TRACK ON WALLS AND CEILING GWB -ING U PER ZOO SO FT. OF FLOOR PER CODE :ODE PITCH GRADE O N LL ~ AREA IN GARAGE DOOR, EXCAVATED GARAGE CELLAR AWAY FROM a LL U n GARAGE FLOOR AREA - 548 51 an. FT. PROVIDE 4 VENTS AS LOCATED 4" P_C. SLAB - 3 1/2" STEEL COL. ON P.G. FTG. FOUNDATION 1-2XS GGA SILL 1-2X6 GGA SILL O ON THESE PLANS (5EE ATTACHED &'x " 10/10 W.W.M. 1/T ANCHOR B r I/2" ANCHOR BOLTS SHEET FOR DETAILS) ON 4" POUROUS FILL BILL SEAL TERMITE SHIELE BILL BEAL a q TERMITE SHIELD U d PITCH TO O.H.D. B" GONG. FOUNDATION EL. T.1' BFE 5'6"./- CLEARANCE 4" SLAB ELF a,7' B" GONG. FOUN B"XIS" GONG. F 65"X16" GONG. FTG. DAMPROOF BE DAMPROOF BELOW GRADE "-TOP OF FOOTING 4" SLAB c ELE 1,1' c1 z - L .1' PAGE: O ~ C ro of rO SECTION B-B FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.G. L TABLE 1609.1,4 WIND-BORNE DEBRIS F NE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD FOR WOOD STRUCTURAL PANELS 2-IOd NAILS GABLE END TRUSS FASTENER SPACING w a 2 FEET 4 FEET 6 FEET PANEL SPAN S EL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN ~ o FASTENER TYPE < 2 FEET 1 2 FEET < 4 FEET < 6 FEET < 8 FEET o w II 2 1/2" I6 I6" !_7 WOOD SCREWS S.. I6" I6" 12° n I N10-ad 2 112" -8 AILS WOOD SCREWS 16" 16" 16" 16" 121E 4/3 Bt H13 BUT NEED NOT N EXGEE EXCEED 56 COOLER NAILS AT 10" O.G. & THIS TABLE BASED ON A MAXIMUM WIND 40 FT. MAX. MEAN ROOF HEIGHT OF 33 FEET OR LE5E MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND 2"x4" BLOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OF 3 FEET OR LESS. H12 BUT NEED NOT EXCEED 15 FT. MAX. BRACE WITH 4-I0d NAILS STALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE IOd COMMON OR 12d BI IMON OR 12d BOX NAILS. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO M45 ATTACHED UTILIZING VIBRATION-RESISTANT 4CHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ION-RESISTANT ANCHORS HAVING A MINIMUM 5d COOLER NAILS AT T" O.G. 10 GAUGE STRAP WITHDRAWAL CAPACITY OF 490 POUNDS. 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL NAVE '_S SHALL NAVE A MINIMUM THICKNESS OF 7/16 INCH 0I.1 m) z 10-8d NAILS AND A MAXIMUM OF 8 FEET (2438 mm), '2438 mml p FOUNDATION CLEARANCE FROM SLOPES r. PANELS SHALL BE PRECUT TO COVER T4 N f TO COVER THE GLAZED OPENINGS WITH ATTACHMENT w HARDWARE PROVIDED. LL' S. TABLE FROM SBGOI - 1999 EDITION. I EDITION. FIGURE R403,I,11 ENDWALL STUDS GABLE ENDWALL BRACING: CWFGM FIGURE 3,(aa) N w 0 EXTERIOR OR BEARING WALL TOP PLATES \ rx ENDWALL---,, J015T W N STUD A A NOTCH GREATER THAN 50% OF THE PLATE WIDTH BORED H04E MAX BLOCKIN BLOCKING DIAMETER 60% OF STUD DEPTH 16 GAGE f0_( 16d NAIL AT 24" O.G. MI6 GAGE (0.054") AND 1.5" WIDE " p C GYPSUM BOARD 5/8" MIN. iTO EDGE METAL TIE Ai METAL TIE ACROSS AND TO EACH SECTION A-A BIDE OF THE SIDE OF THE NOTCH WITH 8-16d NAILS EACH NAILS EACH SIDE 0. 5/B" MIN. TO EDGE X D NOTCH RUST NOT EXCEED Q LL WOOD STRUCTURAL PANEL 46% OF STUD DEPTH TOP PLATES FLOOR BRACING AT END BAPS Bd NAIL AT 6" O.G. INSTALLED IN ACCORDANCE L=LI r WITH NAILING SCHEDULE O Nr '56) (TABLE 3.1, WCFM HIGH WIND EDITION) Y-W (WFGM FIGURE 3.61o) TALL PANEL EDGES) Z cU ~ ~ 5d NAIL AT 12" O.C. ON ALL PIPE FRAMING MEMBERS NOT AT a m BORED HOLES SHALL NOT PANEL EDGES Q BE L GATED IN THE SAME'. CRC.1~5 SECTION OF CUT OR (a) OUTSIDE ~Bd NAIL AT 4" O.G. (a) OUTSIDE CORNER DETAIL } X Q NOS`( IN STUD TOP PLATE FRAMING TO ACCOMMODATE IODATE PIPING on zro ed NAIL AT 6" O.G. )C GYPSUM BOARD w Q (ALL PANEL EDGES) NOTC10ING AND BO!3ED HOLE LIMITATIONS NAIL ^BASED ON _ r-nrp im-r== inc t.inwla~Aalwl~-- I I I AI I T12' MAX. LL ~i.i `,.I'~~vl~ I.vl\Vl~/"el`II Vl3 W/•iLL.7 .~nG/alc WNLL ICCUyIKtI'ItN15 `WOOD STRUCTURAL PANEL (WFCM 1995 SBC HIGH WIND EDITION, 3.4,3,1,1) INSTALLED IN ACCORDANCE Ibd NAIL AT 24" O.G. NO CEILING O.G. WITH NAILING SCHEDULE ENGINEER: (RAFTERS AND CEILING DIAPHRAGM CENTER 2x BLOCKING iEIONG REQUIRED ON SHEATHING JOINT (TABLE 3.1, WCFM 416H WIND EDITION) JOISTS OR APPROVED \ ROVED 8d NAIL AT 6" O.C. ON ALL Qf NE ROOF TRUSS IS/32 WOOD STRUCTURAL PANELS FRAMING MEMBERS AT PANEL Py PEV U ON GABLE FACE AND ON WALL BELOW EDGES AND 12" O.C. ON ALL GJ QF T(9 FRAMING MEMBERS NOT AT * I BASED ON SHEARWALL REQUIREMENTS PANEL EDGES TOP PLAT* SECOND STORY IY TOP PLATE- r ~ (b) INSIDE CORNER DETAIL BEE DRILLING AND ,y I' I (b) INSIDE JOIST IS PERI NOTCHING PROVISIONS GAE~~E ENDWALL, 5ALLOON FRAMING JOIST IS PERMITTED TO PREFERRED METHOD EXTERIOR GC 0 13 TOP PLATES BE CUT OR N BE CUT OR NOTCHED IOR CORNER FRAMING ~QA''afEMU FLOOR JOIST- BETWEEN THE. BETWEEN THESE LIMITS WALL STUD- JEFFREY T. B TI-ER, P,E. BOTTOM PLATE SEE DRILLING AND NOTCHING PROVISIONS SEE IPR AND NOTCHING HING PROVISIONS WFGM SECTION I/3„ SPAN '3 SP---AN ~~~.III /3 SPA WFCM SECTION 3.4.1.1.1 STUD JOIST ENDS TO BE BLOCKED AGAINST WALL ~ T WALL zo z WITH ROTATION WFCM 5,3.1.3-END RESTRAINT ROOF FRAMING DOUBLE TOP PLATE 4" WALL 4i, FOR BLOCKING AND 3.3.1.4 BRIDGING BORED HOLE MAX FOR BLOCKING DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING AND BRIDGIN3 OF STUD DEPTH OR BLOCKING SEE WFGM SEC' SEE WFCM SECTION 3.3 Tue W 3 W o 5/0" MIN. TO EDGE BEARING RING R FILE S oa9 7YpIGAL 21" CLEARANCE WALL 3O" _ s 5/e" MIN. TO EDGE HEADER CONNECTORS 21'S EARANOE W ~ a R LAP JOIST 3 IN. BOTTOM PLATE LAP JOIST 3 IN. MIN. A A REQUIRED IN FRONT OF O Q OPENING NOTCH MUST NOT EXCEED BAND JOIST VATORIES j Z ° 75% OF STUD DEPTH OR BLOCKING NOTCHES SHALL NOT QE 1~ LAVATORIES WATER SHOWER `LLL ::3 LOCATED IN MIDDLE ONE-THIRD JOIST HEADER STUDS FULL LENGTH CLOSET SILL PLATE OF STUD LENGTH WALL bTUpb 1 IF HOLE 15 BETWEEN 40% AND 60% GRAWL SPACE 16" WALL OR BIDET WALL W Q S" 'BORED THOLES ED ITWIE NOT OF STUD DEPTH, THEN STUD MUST BE OR FOUNDATION BASEMENT SUBFLOOR ~SUBFLOOR NOTE: UPLIFT CONNECTION IS REQUIRED 0 QR.AO BE LOCATED N iN€ SAME DOUBLE AND NO MORE THAN TWO AT EACH END OF HEADER AND i'k-1 i AT BOTTOM OF HEADER STUDS IN Q - o CROSS SECTION OF CUT OR SUCCESSIVE STUDS ARE DOUBLED N~1 UPLI ' ADDITION TO CONNECTORS AT I rue NOTCH IN STUD AND 50 BORED i i CCr4NEGt i WALL STUDS AND AT TOP AND R pUIR BOTTOM OF CRIPPLES fi 21" CLEARANCE 31" CLEARANCE A NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE .TE BEARING WALL 4LL TJB FOR EXTERIO( WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND RC IND ROOF FRAMING TYPICAL FRAMING AND UPLIFT (WFCM 19435 SBC HIGH WIND EDITION, 3,4,1,1.1? C=ONNECTIONS FOR OPENING=S FIGURE WATER CLOSETS f FIGURE 83012 ~ . of 2 MINIMUM FIXTUt 1 FIXTURE CLEARANCES The design of this structure is based upon the prescriptive epproec GENERAL NOTES Jillum approach using the 1 All work shall be performed In accordance with all state, (TABLE 3.8 WFCM HIGH WIND EDITION) asci Wtlon (W (WFCM) pgblished by The American Forest municipal, local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual, High Wind Edition (WFCM)ppl and Paper Association. (1995) Non-structural elements are based upon The New York State Rabic N York State Residential Cade-January 2003 having junsdlmion and best standards of construction (110 MPH 3-SECOND GUST • SO MPH FASTEST-MILE WIND SPEED PER TABLE R3-1,2.1.3]) 23-1,1.1.3ll (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Design Criteria, see Table R301 Practice a, see Table R301 2(1) on cover sheet . parr Institute of Architects Conditions shall apply SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING - SPACING All non-engineered lumber to be Douglas Fir 42 or better II better The American to all work rk performed on this project. OR PANEL SIDING FOR Bd COMMON NAILS ION NAILS Wind Limltatlons-Section R301 2 1 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria-Section R301 2.1 1 (See Table R301 2A 2 for Wlnc 2 The Contactor shall verify all conditions at the site Any (SEE NOTE U (INCHES, O.C.) .301,2.1 2 for Wlnd-Barne Debris Protection discrepancies must be brought to the attention of the Engineer (SEE NOTE 31 (INCHES, O.G.J Fastening Schedule For Wood Structural Panels) pdorto commencement of construction The Contractor shall be E 6 (SEE NOTE 5) TE 3) ROOF FRAMING Deed Load-Section R301,3 Live Load-Section R301 4 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE 16 e 4E 3J RAFTER TO TOP PLATE (TOE-NAILED) 4-56 PER RAFTER Light and Ventilation-Section R303 except for hidden job conditions. F 6 (SEE NOTE 3) 3. Contactor shall guarantee to the Owner that all materials and E 6 Minimum Room Areas-Section R304 equipment incorporated in the work will be new, and that all work INTERIOR ZONE 16 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-5d PER JOIST Ceiling Height-Section R305 Sanitation-Section R306 will be of good quality, free from faults and defects for a period F 12 (SEE NOTE 2) TE 2J CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-11 EACH LAP Toilet Bath and Shower Spaces-Section R307 of one year from the date of the final Certificate of Occupancy. 4, The Engineer shall not be responsible for the construction means, E 4 (SEE NOTE 4) TE 4) CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) S-Ibd EACH LAP Glazing-Secton R308 Garages and Carports-Seddon R309 methods, techniques, sequences or procedures, or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS precautions and programs in connection with the work, and he F on R310 shall not be responsible for the contractors failure to carry out COLLAR TIE TO RAFTER (FACE-NAILED) 6-6d PER TIE Emergency Escape and Rescue Openings-Ssctlon R310 Exits-Sactlon 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-Sectin R312 Ramps-Section R313 Engineer shall not be responsible for the acts or omissions by F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD /IN.) RIM. BOARD TO RAFTER (END-NAILED) 2-Ibd EACH END Stairways-Section R314 the contractor No changes shall be made In the documents 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 FEET ON EAGN WALL FRAMING Handrails-Sacnon R315 Guards-Sectlon RM6 cdnsent of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USEI SHALL BE USED. 5. The contractor and all subcontractors shall maintain continuous Insurance coverage Including statutory policies (Worker 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES 6WEAT14ING ATTACHED TO RAFTER/TRUSS FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Smoke Alarma-Section R317 Foam Plastic-Section R318 Compensation, etc.) and general liability in an mount not MEMBERS WITH G30.4% FOR FRAMING MEMBERS WITH 0.4RGtO.4S, THE NAIL SPACINGS SHALL BE FRAMING e, Slmp•on Strong-Tle L BE ° MT630 OR MT512 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE Flame Spread and Smoke-Section R319 Inaulatlon-Section R320 lees that $5 million and automobile liability and damage REDUCED TO 6 INCHES O.G. STUD TO STUD (FACE-NAILED) 2-I06 24" O.G. Dwelling Unit Separation-Section R321 coverage not 1088 than $2 million. The Engineer shall be 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 FRAMING USE B-1 6d NAILS AT HEADER TO HEADER (FACE-NAILED) 16d 16" O.G. ALONG EDGES Protection Against Decay-Section R323 Protection Against Termites-Section R324 Insulation at all perimeter sills. MEMBERS WITH G)0.412. FOR FRAMING MEMBERS WITH 0.42aSaC.4S THE NAIL SPACINGS SHALL BE 7. All wood In contact with concrete or masonry to be Walmanized REDUCED TO 4 INCHES O.G. L BE EACH END m TOP OR BOTTOM PLATE TO STUD /END-NAILEDJ 2-16d PER 2x4 STUD Site Address-Section R325 or pressure creosoted. z O 3-16d PER 2.6 STUD Accessibility-Sectlon R326 Flood Resistant Construction-Section R327 8. A single station smoke detector alarm device shall be installed 4. TABULATED 4 INCH O.C. NAIL SPACING A55UMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 4-Ibd PER 2x0 STUD In each bedroom, on all floors and shall he all Interconnected per code MEMBERS WITH G70.4S. FOR FRAMING MEMBERS WITH 0.42ZGZO.49, THE NAIL SPACINGS SHALL BE 9. All bathrooms without operable windows to be mechanically ventilated REDUCED TO 3 INCHES O.C. FRAMING L BE STUD TO ROOF RAFTER ~ Foundations-Chaplet 4 lues of sandy gravel andlor gravel at 3000 pounds as per New York State Coda CONNECTION BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJ015T OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT Design based upon presumptive load bearing values of sandy grav per square Foot Contractor to consult Engineer if different sail mat 10. Heating to be designed to provide 70 degrees F with outdoor if different soil materiels 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 m wall design 11. All electrical work to be in accordance to the was and JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST Foundation Notes regulations afthe N.Y.B.F U and a N Y.B F.U. certificate is Simpson Strong--Tie set for spacing to be presented to the Owner at the completion of the job MTS12 - 16" O.G. BRIDGING TO JOIST (TOE-NAILEDJ 2-Bd EACH END Anchor Bolts (SSTB 28) See chart on this sheet for spacing 8" poured concrete foundation wall, 6'0" high, 30004 test test 12 Plumbing Installation to comply with State and Local codes USE 4-8d NAILS 00)1 004 tee to tap of footing and the sewage disposal system to meet Health Department standards AT EACH STUD werage it BLOCKING TO JOIST (TOE-NAILED) 2-ad EACH END Minimum depth-Section 403 1.4, 48" minimum coverage to tap of fc 16" x B" poured concrete wall footings, 301 test 13. Do not scale drawings. Use figure dimensigns only. BLOCKING TO BILL OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK 2-1 'R' x 11 7/8" Mlcralam Girder (or 3 K" x 11 7/B" Power Beam) 18' Power Beam) 14. All work to conform to the miss and regulations of the New York s 0 4" poured concrete floor slab with 6xex410 mesh and vapor barrier LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH JOIST Damp proofing at exterior foundation below grade-Section R406 and vapor banner Energy Conservation Construction Code, All glazed area to be double glazed and all exterior doors to have Insulated cores. e-Section on R4 R406 test 15. The Insulation protection as indicated on these plans exceeds m rati i w- JOIST ON LEDGER TO BEAM fTOE-NAILED) 3-8d PER JOIST 30" x 30" x 12" deep poured concrete column footings, 3000# test Deck and parch footings as noted, 30001E test, 48" minimum um buried Al minimum hurled depth the Code's minimum standards r finished grade 16. These drawings and specifications are instruments of service and i i o BAND JOIST TO JOIST LEND-NAILED) 3-16d PER JOIST Foundation wall to extend a minimum of 8" above finished grade All footings to be carried down to undisturbed still shall remain the property at the Engineer whether the project for BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-166 (SEE NOTE I) PER FOOT No footing shall be set higher than a 30 degree angle from any othl 1ingle from any other footing which they are made is executed or not. They may not be used , 0• Pour no concrete an frozen ground or in freezing weather weather on any other project except by written authorization of the Engineer m 17. The engineer has not been retained for site supervision, on-site m ROOF SHEATHING Provide 3 M" steel hilly columns Beckflll shall not be placed against the wall until the wall has sufflch he wall has sufficient strength and has been Inspections and certifications as required or requested by the owner, STRUCTURAL PANELS Bd (SEE TABLE 9.8) anchored to the floor above, or has been sufficiently braced to prey _ by the backfll (Section 8404.1 7) ntiy braced to prevent damage can or local building department. DIAGONAL BOARD SHEATHING UPLIFT -CONTINUOUS PATH CONNECTORS ° ° 0 • "x6" OR"xS" 2-ad PER SUPPORT Floors-WFCM Prescriptive Method Floor framing shall be nailed In accordance with Table 3 1 WFCM f Tattle 3 i WFCM HIGH WIND EDITION USE SIMPSON STRONG-TIE CONNECTORS ' FOLLOW PRODUCT SELECTION GUIDE AND • 1"x1O" OR WIDER 3-ad PER SUPPORT Draffstopphng-Sedhon R502 12 Flreblacking-Sectlon R50213 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 CONSTRUCTION CATALOG C-HWO2 CEILING SHEATHING ° Floor Construction. GYPSUM WALLBOARD 5d COOLERS Y EDGE / 10" FIELD OSB plywood subfloor, fasten per Table 3.1 WFCM NFCM ANCHOR BOLTS IN FOUNDATION USE. LTP4 - 16" O.C ° ° W Floor Iois _ae Foundation and Floor Plans, spacing as noted VF noted SSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR o icing as NOTES FOR SPACING PERMITER AND WALL SHEATHING Fasten per Table 3 l WFCM 2-2x6 CCA sill with termite shield and sill seal 5lmpaon ! Slmpeon Strong-Tie A STRUCTURAL PANELS ad (SEE TABLE 3.9) Finish Floore per agreement SILL PLATE TO RIM JOIST USE: GARAGE/HOUSE MSTA36 LTP4 16" O.C. AT EXTERIOR PERIMETER I MSTA36 -16" O.C. 11- FIREBOARD PANELS Wall Constructlan-WFCIM Prescriptive Method AND GARAGE/HOUSE COMMON WALL COMMON WALL USE 4-8c USE 4-8d NAILS ~ 17 X USE 4 ed NAILS AT EACH END USE 4-8d NAILS ' AT EACH screwed in accordance with AT EACH END AT EACH STUD S a 7/l6" 6d 3" EDGE / 6, FIELD Wall framing and finishing shall be nailed and or screwed in accord Table 31 WFCM GARAGE STUD TO GARAGE SILL PLATE USE: 25/32" Bd 3" EDGE / 6" FIELD 1x6 Pine fascia, wrap Overhangs as noted SSP CONNECTOR AT 16"0 C FLOOR FLOOR TO FLOOR CONNECTIONS GYPSUM WALLBOARD Sal COOLERS T EDGE / 10" FIELD Vinyl vented soffits USE 48d NAILS AT EACH END SILL PLATE TO RIM JOIST AND HARDBOARD ad (SEE TABLE 3.9) Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE RIM JOIST TO STUD CONNECTION Y m Siding See Elevations MTS 12,16"OC f~ yam PARTICLEBOARD PANELS Bd (SEE TABLE 3.5) Tyvek housewrap Yf CSB sheathing, see fastening schedule, Table 3 1 WFCM 6 3 1 WFCM USE 4 Bd NAILS AT EACH END DIAGONAL BOARD SHEATHING 2x4 Studs @ 16' a.c with 2x4 shoe and double 2x4 plate 'G' Gypsum wall board 2x4 plate FLOOR TO FLOOR CONNECTION USE: "x6" OR I"x S" 2-Bd PER SUPPORT 5/8" Type X GINS in garage MSTA 36, 16" O C USE 4 8d NAILS AT EACH END p BLOCKING AT z co 'A" MR GWB in wet areas FOR CANTILEVER CONDITION USE MTS12, 16" 0 C. I/2° SPACING-\ /4" O.G. ALLOWS 1"xlO" OR WIDER 3-ad PER SUPPORT At least one window In each sleeping room shall comply with the e) comply with the exit requirements of section R310 USE 4 6d NAILS AT EACH END ALLOWS 02 6(1) for bearing walls HOLDDOWN HOLDDOWN j FLOOR SHEATHING Note drilling and notching limitations In figure R602 6(1) for bearing and figure R602 6(2) for non-bearing walls 51DEWALL INSTALLATION a m STRUCTURAL PANELS Follow exterior comer framing detail figure R602.10.5 .10.5 RAFTER TO STUD CONNECTION USE MTS 12, EACH ROOF RAFTER INSTALLATION SIDEWAL '/L1 I9 I" OR LESS ad 6" EDGE / 12" FIELD Roof Assemblies - WFCM Prescriptive Method USE 8 16d NAILS AT EACH END T Asphalt strip shingles shall have a minimum of six(6) fasteners per x(6) fasteners per shingle (section R905.6) RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson Strong-Tle ENDWALL SNDWALL ° LL GREATER THAN I" IOd 6" EDGE / 6" FIELD Underlaynnent application (Section Rg05.2.7) For roof slopes of Mm(2) units vertical In twelva(12) units honzonta 72) units horizontal (17-percent elgpe CS20 USE 8-8d NAILS IN EACH END MT512 AT EACH ROOF RAFTER HOL.DDOWN •1~ u.,.. „eIn en,ddr...ii-arinal in NoM-fl91 un,1c hmmnoini 13A-nwrnpni nnntal lea-narnmm clnnel mrl.davmsnt AT EACH STUO_ e 0 ' nner Apply a 19-Inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE (PHDS) o COKNt=R 51U -ORNeR S UD 2-6d PER SUPPORT shalt be two(2) layers applied I the fallowing manner Apply a 19-Ir I' xb" OR 1"x0" underlayment fell parallel with and Starting at the eaves. fastened s eaves. fastened sufficiently to hold In place PBS44A FOR EACH POST - USE 14 - 16d NAILS CONNECTED -IONNEGTED TO ENGINEER: I"xl0" OR WIDER 3-5d PER SUPPORT Starting at the Save, apply 36-inch-wide (914 mm) sheets of underl. successive sheets 19 inches 1463 mm), and fastened sufficiently tc i) sheets of underlayment, overlapping : o TRANSFER S4 ened sufficiently to hold in place DECK POST TO GIRDER CONNECTION USE- TRANSFER SHEAR ° o 2-166 COMMON pF NE For roof slopes of four(4) units vertical in twelve(12) units 12) units PC44 FOR EACH POST o HOLDDOWN - HOLDDOWN NAILS AT 10° O.G. TO REQUIREMENTS ARE BASED , WALL SHEATHING NAILED 6" ON-CENTER THE PANEL EDGE. IF WALL SHEATHING IS NAILED CENTER AT THE PANEL EDGE i TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL URAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS, SUCH 45 SHEAR PLATES, ICS Protection (SECIIDn R 905 2.7 1) o (PHD5) (PLID5) ° P pP£Y T LTl SHALL BE USED TO MAINTAIN THE LOAD PATH. UndeHayment In High wind (Section R 905,27 2) GIRDER TO DECK JOIST CONNECTION USE. I MT512 @ EACH JOIST ® it 2. WHEN WALL SHEATHING 16 CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT Flashing (Sectlun R 965.2 8) -2-Ibd GOMMC 2-Ibd COMMON CORNER STUD CONNECTED TO Chimney's and Flrespaces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE: o NAILS AT 6" JAILS AT 6" O.G. ° TRANSFER SHEAR Energy Efficiency-Chapter 11, see attached report Mechanical-Chapter 12 'n MT512 @ EACH JOIST General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE / Ftiy^~_ 93 C~ (TABLE 3.2AWFCM HIGH WIND EDITION) Heating and Cooling Equipment-Chapter 14 _ Exhaust Systems-Chapter 15 2 - AC4 - USE 14 - 16d NAILS .~YFF.SSIONP~" SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL s SHEAR LOADS Duct Systems-Chapter 16 PORCH POST TO GIRDER USE. 2 - AC4 JEFFREY T. BUTLER, P.E. Combustion Air-Chapter 17 USE 14 - 16d NAILS FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter 18 ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) Plumbing-PartVll 1 314" MINIMUM PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS- MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE I CANTILEVER CONDITION HOLD DOWN BRACKETS AT :TS AT SHEAR WALL CORNERS, SILL PLATE TO FOUNDATION I STORY 46 (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 III BP AND WINDOW AND Dc AND DOOR OPENINGS f- 3 STORIES 15 WALL BOTTOM PLATE TO FOUNDATION I 3 19 W SURE 3.1a t 4.1b), W p !SLAB-0N-GRADE) -2 STORIES 6 36 Simpson Strong-Tie (WFCM FIGURE 3. NOTE: MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL U- H 4„ U210 2X6 ao 4 AT EACH RAFTER 4-IOd x 1 1/2" VJ a ul N Simpson Strong-The .Tie e d J om (TABLE 3,9 WFCM HIGH WIND EDITION) AC4 NOTE: RIDGE TENSION STRAP WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS AT EACH POST ATTACH LEDGER TO FRAMING MEMBER 0520 USE a-Sd NAILS a (120 MPH 3-SECOND GUST • 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.31) SEE PLAN WITH 2-1/2" X 5" LAG BOLTS AT 16" IN EACH END AT Q EACH ROOF RAFTER z SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING (SEE NOTE 1) (INCHES, D.C.) OR PANEL SIDING FOR SDI COMMON NAILS (SEE NOTE 3) (INCHES, O.C.) . V " d4 ON CENTER Simpson Strong-Tie 0 Q O Q p 7 E 6 U210 2X6 4' EDGE ZONE 16 F I] (SEE NOTE 2) AT EACH CEILING JOIST n - a 4-10d x 1 1/2" RAFTER E 6 INTERIOR ZONE I6 a F 12 d E • NAIL SPACING AT PANEL EDGES VN.J F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) ! . 4 4 Slmpeon Strong-Tie 2" MINIMUM U210 2X6 1. FOR WALL SHEATHING WITHIN 4 FEET' OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT 51DECOVER AT EACH DECK/PORCH JOIST RIDGE e RIDGE BEAM REQUIREMENTS SHALL BE USED. • •O' Simpson Strong-Tle -le 4-I0d x 1 112" WAGE:. 2, TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING PBS44 FOOTING Slmpeon Strong-Tie MEMBERS WITH fl FOR FRAMING MEMBERS WITH 0.42SGJP.4% THE NAIL SPACINGS SHALL AT EACH POST FOOTING SSTB213 WITH BP TYPICAL PORCH/DECK RIDGE TEII DGE TEN61ON STRAP DETAIL 2 of 2 { BE REDUCED TO 6 INCHES O.G. )NS ANCHOR BOLT DETAIL LEDGER CONNECTIONS PORCH COLUMN CONNECTIONS ' - 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. I