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35868-Z
5%�06FOL/r Town of Southold 5/22/2019 0 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40395 Date: 5/22/2019 THIS CERTIFIES-that the building ADDITION/ALTERATION Location of Property: 20 (aka 2)Bay Road, Greenport SCTM#: 473889 Sec/Block/Lot: 43.-5-14.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/24/2006 pursuant to which Building Permit No. 35868 dated 9/16/2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to an existing one family dwelling as applied for. J The certificate is issued to Abrams,Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 35868 9/30/2011 PLUMBERS CERTIFICATION DATED 3/13/2017 Joe Whitecava e Aut ed Signa&'7-7? 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. 35868 Z Date SEPTEMBER 16, 2010 Permission is hereby granted to: DONNA E ABRAMS 64 BREVOORT RD CHAPPAQUA,NY 10514 for ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 31834 . at premises located at :PD BAY RD GREENPORT County Tax Map No. 473889 Section 043 Block 0005 Lot No. 014 . 002 pursuant to application dated SEPTEMBER 16, 2010 and approved by the Building Inspector to expire on MARCH 16, 2012 _ Fee $ 482 . 50 Z ed S ' nature COPY Rev. 5/8/02 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 COMPLcE,TION OF THE WORK AUTHORIZED) PERMIT NO. 31834 Z Date MARCH 9, 2006 Permission is hereby granted to: DONNA E ABRAMS 64 BREVOORT RD CHAPPAQUA,NY 10514 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at BAY RD GREENPORT County Tax Map No. 473889 Section 043 Block 0005 Lot No. 014 . 002 pursuant to application dated FEBRUARY 24, 2006 and approved by the Building Inspector to expire on SEPTEMBER 9, 20t07_0, e Fee $ 782 . 50 Au ORIGINAL Rev. 5/8/02 Form No.6 ® E C E TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SEP 3 0 2011 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP CY BLDG DEPT. TOWN OF SOUTHOLD 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 consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. �� y New Construction: Old or Pre-existing Builldin,,g:: (check one) Location of Property: Z 75�y ((tet/� House No. Street Hamlet Owner or Owners of Property: J) %;Y) C if i) ra 44-S Suffolk County Tax Map No 1000, Section Block Lot Subdivision // Filed Map. Lot: Permit No. b Date of Permit. 1 / 6 Applicant: d h ''� 0-044 S Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ (\ Applicant Signature �o��pF SO(/ryol® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 119711-0959 roper.riche rtt�town.southoId.ny.us �` � OWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Donna Abrams Address: 2 Bay Rd City: Greenport St: NY Zip: 11944 Budding Permit#: 35868 Section: Block: Lot. WAS;EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA. License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 38 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 7 Smoke Detectors 6 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 32 CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN36 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipmenr 5-paddle fans, 4-exhaust fans, 1-oven Notes Inspector Signature: Date: Sept 30 2011 81-Cert Electrical Compliance Form v \)VSO Town Hall Annex Telephone(631)765-1$02 54375 Main Road Fax(63 1)765-9502 P.O.Box 1179 G • Q Southold,New York 11971-0959 '� y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: Prkcalla 11 (Please print) Plumber: JoC- ✓/�C g✓ (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of , 20Z 7 Notary Public, County C01STIEHALLOCK, r; Notary.Public;State of New York '��$io liF Ekpi Mby 31 20 t;, (/ 3 � ftF SO lyo cOUMY,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ = ]-ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ ] FRAMINSTRAPPING ] FINAL [ ] FIREPLACE HIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: All / e A _^ At�z 4: /) C/ DATE INSPECTOR UUU ly�OUldiY,�� , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: / )276-j-2 DATE ® INSPECTOR 1i qso 31 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ROUGH lPL13G. [ ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION REMARKS: DATE - INSPECTOR qso 31 � 34 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLOG. ND -Fz�"e IFOUNDATION2ND ] INSULATION ] FRAMING / STRAPPING JKFINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION E�� 4 nl�L REMA KS: Az u v V C/ 67 v c( DATE INSPECTOR- SO(/TyOlo I N � l�Coul,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] BOUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL /&- ' [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: - f DATE INSPECTOR SO TOWN -OF SOUTHOLD BUILDING-DEPT: 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] -ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE __INSPECTOI17ii2W� F160 H E: T TO NG ;'i N E: F.R I N, G May 14,2019 20 Bay Road, Greenport,NY PB#31834Z&35868 Building Inspector Town of Southold D �' ' FF Main Road Southold,NY 11971 MAY 14 2019 Dear Sir, I have inspected the footings,the insulation and the framing for the above referenced Building Permits. The framing for the vaulted ceiling were revised under my direction.Attached drawing dated 4/20/19 to this letter is the final as constructed framing for the vaulted ceiling. I certify to the best of my knowledge footings,framing,strapping; plumbing and insulation were installed in accordance with the International Residential Code (IRC) and the International Energy Conservation Code (IECC) at the time the permits were issued. During my inspection I noticed that there was a wood stove installed in the Living Room. The Town previously inspected this and I make no representation to its condition. BOARD CERTIFIED IN STRUCTURAL ENGINEERING -JOSEPH(-WF19CHr=.-rT1.00M F160HETTIENGINEERING.00M 631 -76S-29S4 1 725 H O B A R T ROAD SDUTHOLD , NEW YORK 1 1 97 1 E N G 11� R I N G May 14, 2019 20 Bay Road, Greenport, NY PB#31834Z&35868 Building Inspector Town of Southold -- Main Road ' Southold NY 11971 7-� D � MAY 1 4 2019 7-�U +V"'-.3 p ct Dear Sir, TOWN OF SO TTEDA1,D I have inspected the footings,the insulation and the framing for the above referenced Building Permits. The framing for the vaulted ceiling were revised under my direction.Attached drawing dated 4/20/19 to this letter is the final as constructed framing for the vaulted ceiling. I certify to the best of my knowledge footings,framing,strapping and insulation were installed in accordance the with IBC Residential Codes and the IECC Building Codes at the time the permits were issued. During my inspection I noticed that there was a wood stove installed in the Living Room.The Town previously inspected this and I make no representation to its condition. 4 �oFfSSt� BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOS EPH(7Q FISCHETTI.COM FISCHETTIENGINEERING.COM r=31 -7G5-2954 1 72 5 H O B A R T ROAD S O U T H O L D , N EW YORK 1 1 97 1 FT+LD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(IST) H ------------------------------- FOUNDATION(2ND) J` ROUGH FRAMING& PLUMBING y . i i r INSULATION PER N.Y. STATE ENERGY CODE C t rel FINAL l ,t ADDITION CO E TS VV e B r J c (`� rn 1 ► ` a � o z � H w d t17 b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DF,PAI XTMENT Do you have or need the following,before applying? TOWN HALL Board of Health _ SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. (� - Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_ Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration %/ ,20 jfig Inspector n � APPLICATION FOR BUILDING PERMIT FEB 2 t. Date , 20.E I. �� _g�` - ' INSTRUCTIONS ��d�r,; ,, �;,..vc.� a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months,from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. A (Signature of applicant or name,if a corporation) V-0 r�x 9"J a ,N R;TTITQ IJT (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section L, ',�j Block V, Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Ge_ b. Intended use and occupancy t - r 3. Nature of work(check which applicable): New Building Addition Alteration VI" Repair Removal Demolition K Other Work (.Description) 4. Estimated Cost 1 `9 7 r 6�® Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �nd 6 3/y" Rear �� _SSM DepthG - � ' Height C-PNumber of Stories Dimensions of same structure with alterations or additions: Front (o J Rear G G- D� � Depth ?7 `- >'14 Height 62�� -�" Number of Stories�2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front � I `7 .S- i Rear 119 I g 0 -v 015 6111 Depth 1 0�1 6 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated -�---L 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Y 13. Will lot be re-graded? YES NO_�, Will excess fill be removed from premises? YES NO ti . ro4 -6ctFvcaO�>-r VL_T-? 14. Names of Owner of premises�,, Dr, p,22gGa-g&Address ,s hone No. Name of Architect Address �Q hone No cRQ 9-I Irl . Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V•NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. e t.0 - Fes- ,e_ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the - (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �- day of 200 ' f r otary Pub is ignature of A licant PATRICIA COZIN Notary Pubfic,Sm',e of N!vi York No.01COsGf7852 ; I ' Qualified in SOoi Coup Commission Expires Stat 13, James F.King,President �®f So�� Town Hall Jill M.Doherty,Vice-President �® e'er 53095 Route 25 P.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen John Holzapfel �� 'Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD r February 6, 2006 Frank Notaro, R.A. Architecnologies 13405 Main Rd. Mattitubk, NY 11952 RE: DONNA ABRAMS 2 BAY RD., GREENPORT SCTM#43-5-12&14:2 Dear Mr. Notaro: The Southold Town Board of Trustees reviewed the survey prepared by Joseph A. Ingegno last dated December 9, 2005 and demolition/first floor plan prepared by Frank Notaro dated January 17, 2006 and determined the proposed renovation to the existing dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without'further authorization from the Southold Town Board of Trustees pursuant to Chapter 97 and/or Chapter 37 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 4 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. SincereLy, 9 James F. King, President Board of Trustees JFK:Ims NEW YORK STATE DEPARMW OF ENVIRONMENTAL, CONSERVATION DEC PERMIT NUMBER 0 1-4738-03541/00001 EFFECTIVE DATE FACILITY/PROGRAM NUMBERS) Janua 12 2006 SAPP PERMIT EXPIRATION DATES) Under tha Environmental �- Conservation LawL.January11,2011 TYPE OF PERMIT ■New ❑Renewal ❑Modirication ❑Permit to Construct E3 Permit to Operate 13 Article 15,Title 5:Protection of Wa- � tern ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR - Certification 360: Solid Waste Management 13Article 15,Title 15:Water ❑ Article 17,Titles 7,&SPDES Supply ❑ Article 27.Title 9;6NYCRR ❑ Article 19.Air Pollution 373:Hazardous Waste Management C3 Article 15,Title 15:Water Control Transport ❑ Article 34:Coastal Erosion 13 Article 15.Title 15:Long ❑ Article 23,Title 27: Mined Land Management Reclamation Island Wells ❑ Article 36:Floodplain ❑ Article 15,Title 27:Wild, ❑ Article 24:Freshwater Wetlands Management Scenic and Recreational Rivers ■ Article 25:Tidal Wetlands ❑ Articles 1,3. 17,19.27,37; 6NYCRR 380:Radiation Control PERMIT ISSUED TO Donna Abram and Michael Corso TELEPHONE NUMBER ADDRESS OF PERMITTEE 64 Brevoort Road, 'haPPaqua NY 10514 CONTACT PERSON FOR PERMITTED WORK Arcftitecnol les.P.O.Box 93,Mattituck NY 11952 TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY 631 298-1129 Abrams and Corso n----,2 Ba Road, fflPort NY LOCATION OF PROJECT/FACILITY SCTM#'s 1000-43.5-12 14.2 and 1001-3-3-22 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Description of Authorized Activity Gardiners 8 E:722.4 N:4553.9 Renovate the existing single family dwelling within the existing footprint. All work shall be performed in accordance with the survey prepared by Joseph A. ingegno last revised on 12/9/05, and stamped NYSDEC approved on-1/12(06. acceptance of this permit,the Tees that the permit is con re ulation , e General Conditions eci tingent upon strict compliance with the ECL,all applicable see ea 2-4 and a $ elal ComdFtlont3 incttrded es art of this PF_RAAi-t�1DMINISTRATOR: DRESS It. Wleland MRP do.#40,SUNY,Stony Brook,NY 11790.2356 U �IZ SIGNATURE f DATE Janua 12 2006 Page i of 4 ' ^ ' ly� � ' U.S DEPARTMENT orHOMELAND SECURITY ELEVATION CERTIFICATE OMB No 1660-0008I Expires March 31,2012 Federal Emergency Management Agency National Flood Insurance Program Important: Read the inobuutionsonpages 1'0. SECTION A-PROPERTY INFORMATION Al Building Owner's Name �;-f�QqyNUT b A2. Building Street-Add pt,Unit,Sbite,and/or Bldg.No or P 0 Route and Box No ss including City State ZIP Code 60 A)ca A3 Property Description(Lbt and BlockNumbers,Tax Parcel Number,Legal Description,etc.) A4 Building Use(e g.,Residential,Non-Residentlial,Addition,Accessory,etc) 1�4 _k4 A5 Latitude/Longitude Lat. Long. -7 2.7 !D�0 Horizontal Datum- F]NAD 1927 F"NAD 1983 A6 Attach at least 2 photograp s of the building if the Certificate is being used to obtain flood insurance AT Building Diagram Numbe. T A8 For a building with a crawlspace or enclosure(s) A9 For a building with'an attached garage a) Square footage of crawlspace or enclosure(s) yoo sq ft a) Square footage of attached garage IJA sq ft b) No.of permanent flood openings in the crawispace or b) No of permanent flood openings in the attach?9 arage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade d openings in A8.b a sq in C) Total net area of flood openings in sq in d) Engineered flood openings? [:]Y SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2 County Name B3 State B4-Map/Panel Number � B5 Suffix B6 FIRM ndex B7 FIRM Panel B8 ood B9 Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use,base flood depth) B10. Indicate the source of,thp Base Flood Elevation(BFE)data or baselflood depth entered in Item B9 F]FIS Profile [�(FIRIVI Community Determined E] her(Describe) BI 1. Indicate elevation datum used for BFE in Item Bg El NGVD 1929 VNAVD 1988 Other(Describe) Yes [VNo B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Designation Date [—]CBRS F]OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1 Building elevations are based on- El construction Drawings- [] Building Under Construction* oFinished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations—Zones AI-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,ARIAE,AR/Al-A30,AR/AH,AR/AO Complete Items C2 a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE cvmemivmnommonm a) Top of bottom floor(including basement,crawlspace,or enclosure floor) J feet El meters(Puerto Rico only) b) Top of the next higher floor feet El meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) 4-0 feet El meters(Puerto Rico only) d) Attached garage(top of slab) El feet El meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 0, gfeet meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) Kfeet meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) '7 .400 [ff feet meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 7 0 Prfeet meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. ry lb Zund rstand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001 J.AFT 4Ck) heclk here if comments are provided on back of form. Were latitude and longitude in Vction A provided by a licensed land surveyor? [Tyes No Certifier's Name License Number Title Company ame city xre Z'State Code Signature Date Telephone FEMA Form 81'31. Mar O9 See reverse side for continuation Replaces all"previous editions ' IMPORTANT: In these spaces,copy the corresponding information from Section A. Building Street Address including Apt.,Urn l,Suite,and/or Bldg.No.)or P 0 Route and Box No. dlicy,Num City State ZIP Code :Ctifnp2riy3�1Ak,CJ�lU1)7bei ,. SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments TLC Ar 11he �VrAg,m, cl-i Ve. Q 42" kd 1%A Q A L/k hl� RODAn Z^ C. A�19 p L fa r, c,� c,le-/4 ktn to.o 0.- A e., s -1A 0 f-4 C, C11�1.Z15AQ1C L.*A C.Oadt W1115 U rjlre�he11, Signature I Date ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1'-E5 If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is_ _ E]feet Elmeters Elaboveor Elbelowthe HAG b)Top of bottom floor(including basement,crawlspace,or enclosure)is_ _ [:]feet Elmeters Elaboveor [:Ibeiowthe LAG E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(seepoes 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is —-—[]feet []meters [I above or LJ below the HAG E3. Attached garage(top of slab)is _ _0 feetE]meters ❑above or [_] below the HAG ' E4. Top of platform of,machinery and/or equipment servicing the building is_._[:]feet []meters 0 above or [:]below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ,ordinance? D Yes b No El unknown,The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments E]Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9 G1 n The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized bylaw to certify elevation information (indicate the source and date of the elevation data in the Comments area below.) G2 El A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO G3. 1-1 The following information(Items G4-G9)is provided for community floodplain management purposes. IG4 Permit Number G5. Date Permit Issued G6 Date Certificate of Compliance/Occupancy Issued G7. This permit hai'been issued for: ❑ New Construction ❑Substantial Improvement G8 Elevation of as-built lowest floor(including basement)of the building ❑feet ❑meters(PR) Datum G9. BFE or(in ZoneAO)depth of flooding at the building site ❑feet ❑meters(PR) Datum G10.Community's design flood elevation ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name ' Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O Route and BoxNo. Policy Number 2- 3u TLS city State ZIP Code Company NAlCNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. n - L) c-L�I . . . : r Vic i,,/ Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number City State ZIP Code Company NAIC Number (�re,,p., If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and"Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. .Pew i h a Mt _- � . f f. 1 f� J x-11 k S je- N t I' ' T. TERRY r Z,H N r, p P 0. flox 1 170 'TOWN Southold tI'' � Southold Nc%% ) url, I 1 IIEOISFRAR Or VITAL,5T'AT1511CS l �� 1�`; �- Fax (5 I(,) 765•1 fid 1 n;nRRIACr. OFrICI:R _ O Tcicphonc 15161 )05. 11 RECORDS MNIAGEMEM-01-r10E11 r�pl � A y`d FREEDOM OF INFORMATION 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 of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ] , and "Certificates. of Compliance for Development in r Special Flood Hazard Area (C/C(93)] . J I TOWN OF SOLMIOLD �h T _ Terry Southold Town Clerk August 25, 1993 .1 APPLICATION PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAJN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sien): 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. S. The permit will expire if no work is commenced within six months of usuancc. 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 inspections required to verify compliance. 8. T,THE APPLICANT,CERTIFY TALL ST NTS HEREIN AND IN ATTACHMEN'T'S TO _ THIS APPLICATION ARE,TO B T M KNOWLEDGE,TRUE AND ACCURATE. (APPLICA NTS SIGNATURE) DATE 3 SECTION 14/PROPOSED DEVELOPMENT (To be completed by ArrLiCAIr NAME AD D R ESS TELEPHONE APP ICANf rr rr`vt Cha T v oS! Cs3-a5 IV QaAJILD �� ivy G NEER t _ my PROJECT LOCATION. To avoid delay in processing the application, please provide enough 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 w--Ll-known landmark. A sketch attached to this application showing the project location would be helpful. ,p�'" a Ra,� 21 1 �r`u .� t' FDP(93) APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE 'TYPE ❑ New Structure Residential (111 Family) ❑ Addition Residential (More than 4 Family) Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yr-s) ESTIMATED COST OF PROJECT S 817 e(� B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administraror for review_ SECTION 3• FLOODPLAIN DETERMINATION CFo be completed by LOCAL ADMIMSTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the applicatiou review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation al the site is: H. NGVD (MSL) ❑ Uoavailablc ❑ The proposed development is located in a floodway FBFM Pancl No. Da(cd ❑ See Section 4 (or additional instructions SIGNED DATE APPLICATION 4 PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The appbcant must submit the documents checked below before the application can be processed: O A site plan sbowing the location of aJl casting structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of lloodprooEing of utilities located below the first floor and details of enclosures below the first floor. Also ❑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). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For ❑ Floodproofu,g protection level (non-residential only) (MSL). floodproofed structures, applicant must attach certification from registered engineer or architect. O Certification from a regal gin tered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMINiSTRATQR) I have determined that the proposed activity. A.❑ Is B. ❑ Is not in conformance with provisions of Local Law 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 (cc. If BOX B is checked, the Local Administrator will provtdc a written surnmary of deficiencies. Applicant may revise and resubmit an appbcauon to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION W PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6: . AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer 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 Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above % ormation is at the risk of 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 communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRAT R Certificate of Compliance issued: DATE: BY: 10 Attachment B /) SAMPLE / CERTIFICATE OF COMPLIANCE /for Development in a Special Flood Hazard Area ! l • f ►r , s TOWN OF SOUTHOLD CERTIFICATE OF COMPLLANCE FOR DEVELOPMENT IN A SPECIAL FLOOD FIAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl EXISTING BUILDING O VACA-N'T LAND s 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 THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC (93) pF So�ryo .<o Town Hall Annex, J 4 Telephone(631)765-1802 L 54375 Main Road (631)765- 50 T.O.Box 1179 G Q roger.richertfa ox(631) o d.nv.us Southold,NY 11971-0959 • ` N �� BUILDING DEPARTMENT TOWN OF'SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: Date: Company Name: Name: License No.: Address: U r-Q_\/ o 0 t- N DS r Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �` or\ --N U *Address: 7 2— - 13 o c"- *CrossStreet: *Phone No.: k� 77 (0 3 O Permit No.: jS� Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Pease Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead J Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ITECNOLOGIES ARCHITECrM PLANNING CONSTRUCTION SHIMS 13405 Main Read,Mattituck,New Yark 11952 631.298.1129 fax:631298.1128 ®February 24,X2006 Town of Southold Building Department Town Hall Annex Main Road Southold, N.Y. 11971 Re: Michael Corso Donna Abrams 2 Bay Rd. Greenport, NY 11944 S.C.T.M # 1000-43-5-12&14.2 To Whom It May Concern: Per requirements by New York State Residential Construction Code we certify that the design criteria are done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any additional questions please feel free to call our office at 631-298-1129. Sincerely Y ANo SC Frank N ® 129 OF NE .= Cc:Corso File ITECNOLOGIES c, 4� r ARCHITECTM PI ANbWG CONSTRUCTION SMICBS 13405 Main Road,M d ituck,New Yak 11952 631298.1129 fax:631.2M.1128 i —^-;M r ^EPT— TOIV% S, S"D IIQLD � March 8, 2006 Building Department Southold, N.Y. 11971 Re: Donna Abrams 64 Brevoort Road Chappaqua, N.Y. 10514 Location: 2 Bay Road, Greenport, N.Y. To Whom It May Concern: We have reviewed the construction break down submitted to us by Finne Contracting along with additions of the kitchen finishes in the amount of $17,613.80 and feel that it reflects the amount of work described in the construction documents prepare by our office. After the review of the estimated value of the existing residence vs. the proposed cost estimate we do not feel that this is a Substantial Improvement. If you have any additional questions please feel-free to call our office at 631-298-1129. D ® el Yo�i �®��, ®�NES FINNS CONTRACTING Licensed—Insured—Honest—Dependable—Top Notch Craftsmanship Phone:631/477-9790 120 Center Street Fax: 631/477-9790 Greenport,NY 11944 Customer Name: Corso Proposal 2/12/06 1. Dumpster allowance: $2,500.00 2. Demolition: $4,000.00 3. Framing,sheathing,set windows and doors: $8,650.00 labor only 4. Masonry: $1,500.00 5. Roofing: $2,500.00 labor only 6. Siding: $6,800.00 labor only 7. Exterior trim: $6,500.00 labor only 8. Plumbing: Includes all fixtures, upstairs not included $11,500.00 9. Electrician: Includes new service,surface mount fixtures by owner $17,450.00 10. Heating: $14,400.00 11. Air Conditioning: $3,100.00 12. Insulation: $4,375.00 13. Drywall/Spackle: $7,500.00 labor only 14. Interior trim: $6,900.00 labor only 15. Tile: $3,000.00 allowance 16. Wood floors: #1 red oak $12,480.00 17. Interior Painting: $7,500.00 18. Materials: $49,371.20 Total: $170,026.20 All kitchen cabinetry and bath cabinetry supplied by owner 2 Bay Road Greenport, IVY - Construction Budget as of 2/15/06 Mike Corso/Donna Abrams 914 238-5102 cell: 914 907 9733 P 3 labor materials total Demo- 4,000 - 4,000 dumpster 2,500 21500 framing,sheathing, set windows, doors 8,650 8,650 masonry 1,250 250 1,500 roofing - - - siding 61800 61800 exterior trim 5,000 5,000 plumbing 5,000 3,000 8,000 electrician 6,000 4,000 10,000 heating 4,000 51500 9,500 air conditioning - - - insulation 4,375 4,375 drywall/spackle 61500 6,500 interior trim (includes kitchen install) 7,400 7,400 floors/wood 7,211 5269 12,480 tile 3,000 3,000 painting int 6,500 61500 materials (1) 51,582 51,582 SubTotal 127,268 20,519 147,787 cabinetry 23,000 countertops 51500 appliances 11,353 Grand Total 187,640 r/ a g (1) All incl cedar siding 0 s File No 05HW151 OPR Pae#2 SUMMARY OF SALIENT FEATURES Subject Address 2 BAY ROAD Legal Description DIST:1000 SECT•43 BLOCK.05 LOT:14 002 City GREENPORT County SUFFOLK State NY Zip Code 11944-2405 Census Tract 1702.02 Map Reference 28, F-44 Sale Price $ N/A Date of Sale N/A Borrower/Client CLIENT•ABRAMS Lender CLIENT CORSO/ABRAMS Size(Square Feet) 2,240 Price per Square Foot $ Location WATER/VGOOD Age 45+/-YRS Condition AVERAGE Total Rooms 6 Bedrooms 3 Baths 2 Appraiser R RUSSO/CERTIFIED APPRAISAL SERVICES Date of Appraised Value 11/2/2005 Final Estimate of Value $ MKT$2,000,000 COST(IMPROVEMENTS).$464,400 BEFORE DEPRECIATION Form SSD—"WinTOTAL"appraisal software by a la mode,Inc.—1-800-ALAMODE File No.05HW1 51 OPRI Pae#3 I i ! I s -- I ! i t I � t ; I � i E t I t - I t t � 4 E t t - I 1 yI i ( i 1 F i 1 ! ;APPRAISAL OF REAL PROP Ra I 1 i I LICATLr' °KT- i t 2 BAY ROAD DIST 1000 SECT 43 BLOCK 05 LOT-14-002 GREENPOP-.T. NY 110-44'405 I Fon. CLIENT-.CORSO/ABRAMS s 2 RAY RD,GREENPORT,NY i i i i { AS OF: I 1112/2+,105 I , t BY: j R.RUSSO;CERTIFIED APPRAISAL SERVICES j Es i S I Form GA1—VinTOTAL°appraisal software by a la mode,inc.—1-800-ALAMODE ' Appraisal Services(631)475-8080 IFile No 05HW1510PR Pae#4 Pro erty Description UNIFORM RESIDENTIAL APPRAISAL REPORT File No. 05HW1510PR Property Address 2 BAY ROAD City GREENPORT State NY Zip Code 11944-2405 Legal Description DIST 1000 SECT 43 BLOCK:05 LOT.14.002 County SUFFOLK Assessor's Parcel No. N/A Tax Year 2004 R E.Taxes 6,484 Special Assessments 0 00 Borrower CLIENT.ABRAMS_ Current Owner ABRAMS Occupant, X Owner Tenant F Vacant .. Pro ertri hts appraised N Fee Simple F-1 Leasehold Pro'ect Type PUD Condominium HUDNA onl HOA$ N/A /Mo. Neighborhood or Project Name GREENPORT Map Reference 28 F-44 Census Tract 1702.02 Sale Price N/A Date of Sale N/A Description and amount of loan charges/concessions to be Paid by seller N/A Lender Client CLIENT CORSO/ABRAMS Address 2 BAY RD GREENPORT NY Appraiser R RUSSO/CERTIFIED APPRAISAL SERV Address 228 E MAIN STREET, PATCHOGUE, NY 11772 Location U Urban X Suburban ❑ Rural Predominant Single family housing Present land use% Land use change Built up ❑ Over 75% ® 25-75% ❑ Under 25% occupancy PRICE AGE(yrs) One family 90 ® Not likely [:] Likely Growth rate ❑ Rapid ® Stable ❑ Slow ® Owner 90 200 Low NEW 2-4 family 2 ❑ In process Property values ® Increasing ❑ Stable ❑ Declining ® Tenant 5 4 MIL Hi h 150+ Multi-family 1 To: Demand/supply ❑ Shortage ® In balance ❑ Over supply ® Vacant(0-5%) 1 Predominant I Commercial 2 Marketing time Under 3 mos X 3-6 mos Over 6 mos F1 Vac over 5% 500 50+/- Vacant 5 Note: Race and the racial composition of the neighborhood are not appraisal factors. Neighborhood boundaries and characteristics, SUBJECT AREA IS BORDERED TO THE NORTH BY LI SOUND TO THE EAST BY STERLING BASIN ,TO THE SOUTH BY GREENPORT HARBOR AND TO THE WEST BY MOORES LANE Factors that affect the marketability of the properties in the neighborhood(proximity to employment and amenities,employment stability,appeal to market,etc): SUBJECT IS LOCATED IN A PRIMARY RESIDENTIAL NEIGHBORHOOD CONSISTING OF HOMES VARYING IN STYLE SIZE AND AGE HOMES ARE IN GENERALLY MAINTAINED CONDITION WITH AVERAGE CARED FOR LANDSCAPING PROPERTY IS CONVENIENT TO ALL EXPECTED AMENITIES AREA IS SERVICED BY AN ADEQUATE ROADWAY AND PUBLIC TRANSPORTATION SYSTEM. SUBJECT IS LOCATED INA RESIDENTIALIWATER FRONT NEIGHBORHOOD CLOSE TO LOCAL SHOPS MOST OF THE COMMERCIAL PROPERTIES IN THE SUBJECT AREA ARE PREDOMINATLY RETAIL.AND WATER RELATED MARINIA Market conditions in the subject neighborhood(including support for the above conclusions related to the trend of property values,demand/supply,and marketing time --such as data on competitive properties for sale in the neighborhood,description of the prevalence of sales and financing concessions,etc), THERE IS AN ADEQUATE SUPPLY OF HOMES AVAILABLE IN THE SUBJECT MARKET AREA SUPPLY AND DEMAND APPEAR TO BE IN BALANCE MLS AND OTHER SOURCES INDICATE A MARKET TIME OF 3-6 MONTHS THE CURRENT MORTGAGE MARKET OFFERS A WIDE VARIETY OF MORTGAGE LOANS WITH COMPETITIVE ANNUAL% RATES AS A RESULT THE TERMS OF FINANCING HAVE HAD LITTLE OR NO IMPACT ON THE SALES PRICES IN THIS MARKET _ Project Information for PVDs(If applicable)--Is the developer/builder in control of the Home Owners'Association(HOA)? L1 Yes ❑ No N/A Approximate total number of units in the subject project N/A Approximate total number of units for sale in the subject project N/A Describe common elements and recreational facilities: N/A Dimensions 300+/-X VARIABLE Topography LEVEL Site area 87,120 SF Corner Lot ❑ Yes ® No Size LARGE FOR AREA Specific zoning classification and description 210 RESIDENTIAL-SINGLE FAMILY Shape IRREGULAR Zoning compliance ® Legal ❑ Legal nonconforming(Grandfathered use) ❑ Illegal ❑ No zoning Drainage APPEARS ADEQUATE Highest&best use as improved X Present use Other use(explain) View WATER/GREAT' Utilities Public Other Off-site Improvements Type Public Private Landscaping AVERAGE Electricity M 100 AMP C/B Street ASPHALT ® ❑ Driveway Surface STONE Gas ❑ Curb/gutter NONE ❑ ❑ Apparent easements NORMAL UTILITY Water ® Sidewalk NONE ❑ ❑ FEMA Special Flood Hazard Area ® Yes ❑ No Sanitary sewer ❑ CESSPOOL Street lights POLE ® ❑ FEMA Zone AE Map Date 5/4/1998 Storm sewer Alley NONE F71 F1 FEMA Ma No. 36103CO176G Comments(apparent adverse easements,encroachments,special assessments,slide areas,Illegal or legal nonconforming zoning use,etc): THERE WERE NO ADVERSE EASEMENTS ENCROACHMENTS OR OTHER CONDITIONS EVIDENT AT TIME OF INSPECTION. CESSPOOLS ARE COMMON TO THE AREA, IS OPERATING PROPERLY&DO NOT AFFECT MARKETABILITY GENERAL DESCRIPTION EXTERIOR DESCRIPTION FOUNDATION BASEMENT INSULATION No of Units 1 Foundation STONE Slab 0% Area Sq Ft NONE Roof ❑ No of Stories 2 Exterior Walls FRAME Crawl Space 100% %Finished 0% Ceding ❑ Type(Det/Aft.) DETACHED Roof Surface ASPHALT Basement 0% Ceiling WD BEAMS Walls ❑ Design(Style) COLONIAL Gutters&Dwnspts. ALUMINUM Sump Pump NONE NOTED Walls STONE Floor ❑ Existing/Proposed EXISTING Window Type THERMO D/H Dampness NONE NOTED Floor CONCRETE None ❑ Age(Yrs.) 112 Storm/Screens YES Settlement NONE NOTED Outside Entry YES Unknown Effective Me Yrs 20 YRS Manufactured House NO Infestation NONE NOTED I BILCO DOORS ROOMS Foyer Living Dining Kitchen Den Familv Rm Rec Rm. Bedrooms #Baths Laundry_ Other Area Sq Ft. Basement NONE Level t 1 1 1 1 1 1,440 Leve12 2 1 800 Finished area above grade contains, 6 Rooms; 3 Bedroom(s), 2 Baths 2,240 Sq are Feet of Gross Livinci Area INTERIOR Materials/Condition HEATING KITCHEN EQUIP ATTIC AMENITIES CAR STORAGE, 2 Floors VIN-CPT-WD/AVG Type HT AIR Refrigerator ® None ❑ Fireplace(s)# ❑ None ❑ Walls SHEETROCKAVG Fuel OIL Range!Gven ® Stairs ® Patio ❑ Garage #of cars Trim/Finish WOOD/AVG Condition AVG Disposal ❑ Drop Stair ❑ Deck WOOD ® Attached TWO Bath Floor CERAMIC/AVG COOLING Dishwasher ® Scuttle ❑ Porch COVERED ® Detached Bath Wainscot CERAMIC/AVG Central NONE Fan/Hood ❑ Floor M Fence ❑ Built-In Doors WOOD H.0/AVG Other NONE Microwave ❑ Heated ❑ Pool ❑ Carport Condition N/A Washer/Dryer M I Finished Driveway THREE+ Additional features(special energy efficient items,etc.): SUBJECT HAS WOOD DECK COVERED PORCH 300+WATER FRONTAGE. Condition of the improvements,depreciation(physical,functional,and external),repairs needed,quality of construction,remodeling/additions,etc.. SUBJECT IS IN MODERATELY MAINTAINED CONDITION NEEDING UPDATING/MODERNIZATION NO FUNCTIONAL OR EXTERNAL OBS NOTED. Adverse environmental conditions(such as,but not limited to,hazardous wastes,toxic substances,etc.)present in the Improvements,on the site,or In the immediate vicinity of the subject property, THERE WERE NO ADVERSE ENVIRONMENTAL OR HAZARDOUS CONDITIONS EVIDENT AT THE TIME OF INSPECTION. OIL TANK LOCATED OUTSIDE IN THE GROUND. NO APPARENT LEAKS OR SEEPAGE Freddie Mac Form 70 6/93 PAGE 1 OF 2 Fannie Mae Form 1004 6/93 Form UA2—"WinTOTAL"appraisal software by a la mode,Inc.—1-800-ALAMODE File No 05HW1510PR Pa e#5 Val uationSection UNIFORM RESIDENTIAL APPRAISAL REPORT File No. 05HW1510PR ESTIMATED SITE VALUE .......... . . . -- --- ........ .= $ 1,500,000 Comments on Cost Approach(such as,source of cost estimate,site value, ESTIMATED REPRODUCTION COST-NEW-OF IMPROVEMENTS- square foot calculation and for HUD,VA and FmHA,the estimated remaining Dwelling 2,240 Sq Ft @$ 18500 = $ 414,400 economic life of the property): LAND VALUES EXCEEDING 35% OF Sq.Ft. @$ = TOTAL VALUE ARE COMMON TO THIS AREA AND DO NOT CVD. PORCH, DECK = 50,000 AFFECT MARKETABILITY NO VALUE IS GIVEN TO Garage/Carport 300 Sq.Ft @$ 5000 = 15,000 WINDOW/WALL AIR CONDITIONING UNITS AG POOLS Total Estimated Cost New------------ ------ -- -- $ 479,400 SHEDS OR FENCES NO FUNCT OR EXT. OBS NOTED - Less Physical Functional External Depreciation 71,9101 1 =$ 71,910 SITE VALUE WAS ESTABLISHED BY USING THE Depreciated Value of Improvements .. ....... .. .. . ..... .. . =$ 407,490 ABSTRACTION METHOD DUE TO LIMITED LAND SALES "As-is"Value of Site Improvements ... . . ............ . . .. =$ 100,000 REMAINING ECONOMIC LIFE IS-40 YRS+/- INDICATED VALUE BY COST APPROACH ... ....... ... ... .. . =$ 2,007,490 ITEM I SUBJECT COMPARABLE NO 1 COMPARABLE NO 2 COMPARABLE NO 3 2 BAY ROAD 94 GARDINERS BAY 159 RAM ISLAND DRIVE 2335 CEDAR LANE Address GREENPORT SHELTER ISLAND SHELTER ISLAND EAST MARION Proximity to Sub ect 0 90 miles 2 09 miles 1 65 miles Sales Price N/A 1,820 000 2,550 000 Is 1,250,000 Price Gross Living Area $ it 910 00 t $ 1275 00 500 00 Pt Data and/or INSPECTION GEO DATA GEO DATA GEO DATA Verification Source SUBJECT CLOSED CLOSED CLOSED VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION + -$Adjust DESCRIPTION ; + -$Adjust DESCRIPTION ; + -$Adjust. Sales or Financing UNKNOWN UNKNOWN UNKNOWN Concessions NONE KNOWN NONE KNOWN ; NONE KNOWN Date of Sale/Time 4/27/2005 12/15/2004 1/25/2005 Location WATER/VGOOD WATER/VGOODWATER/VGOOD WATR/INFERIO +100,000 Leasehold Fee Simple FEE SIMPLE FEESIMPLE FEE SIMPLE FEE SIMPLE Site 2 ACS+ 1 02 ACS +100,000 3 20 ACS -120,000 30 ACS +250,000 View WATER/GREATi WATER/GREAT' WATER/GREAT' WAT./AVERAGE +100,000 Design and Appeal EXPRANCHAVG RANCH/AVG RANCH/AVG CAPE/AVG Quality of Construction FRAME/AVG FRAME/AVG FRAME/AVG FRAME/AVG Age 45+/-YRS 30+/-YRS 30+/-YRS 30+/-YRS Condition AVERAGE GOOD -50,000 AVERAGE AVERAGE Above Grade Total Bdrmsi Baths Total Bdrms Baths Total Bdrms Baths Total Bdrms i Baths Room Count 6 3 � 2 8 4 25 , -5,000 9 4 25 -5,000 11 5 3 5 , -5,000 Gross Living Area 2,240 Sq.Ft. 2,000 Sq.Ft +12,000 2,000 Sq Ft +12,000 2,500 Sq.Ft. -13,000 Basement&Finished NONE NONE FULL -10,000 FULL -10,000 Rooms Below Grade UNFINISHED UNFINISHED FINISHED -10 000 UNFINISHED • Functional Utility 1-FAM/AVG. 1-FAM./AVG 1-FAM./AVG 1-FAM/AVG Heating/Cooling OHW/NONE OHW/NONE OHW/CAC OHW/NONE Ener_qy Efficient Items NONE THERMOPANE -10,000 THERMOPANE -10 000 THERMOPANE -10,000 Garage/Carport 2 BUILT IN 2 CAR ATT 2 CAR DET 2 BUILT IN Porch,Patio,Deck, CVD POR,DECK POR,DECK CVD POR,PAT CVD POR,DECK Fire laces etc. NONE NONE 1 FIREPLACE -10,000 1 FIREPLACE -10,000 Fence Pool etc. NONE NONE NONE NONE NONE NONE NONE NONE Net Ad'. total + F1 - 47,000 + X - 153,000 + - 402,000 Adjusted Sales Price of Comparable $ 1,867,000 $ 2,397,000 $ 1,652,000 Comments on Sales Comparison(including the subject property's compatibility to the neighborhood,etc.): SEE ATTACHED ADDENDUM ITEM SUBJECT COMPARABLE NO.1 COMPARABLE NO 2 COMPARABLE NO.3 Date,Price and Data NO PRIOR NO PRIOR SALE NO PRIOR SALE 11/07/2002 Source,for prior sales SALE WITHIN THE PAST 3 YEARS WITHIN THE PAST 3 YEARS $340,000 within Vear of appraisal ASS RECORDS PUBLIC RECORDS PUBLIC RECORDS PUBLIC RECORDS Analysis of any current agreement of sale,option,or listing of subject property and analysis of any prior sales of subject and comparables within one year of the date of appraisal' RESEARCH INDICATES NO PRIOR SALES WITHIN ONE YEAR OTHER THAN THOSE INDICATED IN THE MARKET GRID INDICATED VALUE BY SALES COMPARISON APPROACH ---- ---- . -- .-- ------------- ---- -------------- $ 2,000,000 - - --- - - --------------- - INDICATED VALUE BY INCOME APPROACH if Applicable) Estimated Market Rent $ N/A /Mo. x Gross Rent Multiplier N/A =$ This appraisal is made M "as is" ❑ subject to the repairs,alterations,inspections or conditions listed below ❑ subject to completion per plans&specifications. Conditions of Appraisal PROPERTY IS APPRAISED"AS-IS" APPRAISAL ASSUMES THAT A CERT OF COMPLIANCE/OCCUPANCY EXISTS FOR THE SUBJECT AS DESCRIBED HEREIN. Final Reconciliation CONSIDERING ALL THREE APPROACHES TO VALUE PLACING THE MOST EMPHASIS ON THE MARKET APPROACH, THE ESTIMATED VALUE IS$2,000,000 THIS APPRAISAL REPORT IS INTENDED TO ESTABLISH ESTIMATED MARKET VALUE FOR THE OWNER THIS REPORT IS NOT INTENDED FOR ANY OTHER USE The purpose of this appraisal is to estimate the market value of the real property that Is the subject of this report,based on the above conditions and the certification,contingent and limiting conditions,and market value definition that are stated in the attached Freddie Mac Form 439/FNMA form 1004B(Revised 6/93 ). ® I(WE)ESTIMATE THE MARKET VALUE,AS DEFINED,OF THE REAL PROPERTY THAT IS THE SUBJECT OF THIS REPORT,AS OF 11/2/2005 (WHICH IS THE DATE OF INSPECTION AND THE EFFECTIVE DATE OF THIS REPORT)TO BE $ 2,000,000 APPRAIS SUPERVISORY APPRAISER(ONLY IF REQUIRED): Si nature '`� Signature ❑ Did ❑ Did Not Name R R S C FW A AlICES Name Inspect Property Date Report Sig ed 11/2/2005 Date Report Si ned State Certification# 45000004705 State NY State Certification# State Or State License# State NY Or State License# State Freddie Mac Form 70 6/93 PAGE 2 OF 2 Fannie Mae Form 1004 6-93 Form UA2-"WinTOTAL"appraisal software by a la mode,Inc.-1-800-ALAMODE File No.05HW1510PR Pa e#7 General Text Addendum File No.05HW1510PR Borrower/Client CLIENT:ABRAMS Property Address 2 BAY ROAD City GREENPORT County SUFFOLK State NY Zi Code 11944-2405 Lender CLIENT CORSO/ABRAMS • COMMENTS ON SALES COMPARISON $50 PER SQFT LIVING AREA ADJUSTMENT WHERE APPROPRIATE, PLUS OR MINUS BATH ADJUSTMENT; LOCATION ADJUSTMENT, COMPS #3 AND #4 AND #5 TO ACCOUNT FOR THE SUBJECT BEING LOCATED ON A 300+ WATERFRONTAGE LOT WITH A SANDY BEACH. . SITE ADJUSTMENT ALL COMPS ACCOUNT FOR VARYING LOT SIZES. CONDITION ADJUSTMENT, COMP #1 TO ACCOUNT FOR IT HAVING BEEN UPDATED DUE TO A LACK OF SIMILAR STYLE CLOSED SALES, IT WAS NECESSARY TO USE A DIFFERENT STYLE HOMES ALL COMPSOFFERS SIMILAR MARKET APPEAL. CONDITION INFORMATION REGARDING COMPS IS BASED ON EXTERIOR INSPECTION, MLS INFORMATION, AND PUBLIC RECORDS. AS ADDITIONAL SUPPORT A 4th & 5TH COMP HAS BEEN OFFERED. COMPS SELECTED WERE THE BEST AVAILABLE CLOSED SALES AND REPRESENT A FAIR ESTIMATED MARKET VALUE FOR THE SUBJECT PROPERTY. SINCE SUBJECT IS A UNIQUE PROPERTY IE:LARGE WATER FRONT LOT IT WAS NECESSARY TO EXCEED 1 MILE DISTANCE AND NORMAL TIME PARAMETERS. COMPS 1, 2, 4 ARE LOCATED ON SHELTER ISLAND, A DESIRABLE IALAND COMMUNITY CLOSE TO THE SUBJECT WITH ACTUALLY THE MOST SIMILAR WATER FRONT HOMES ON LARGER THAN AVERAGE SIZED LOTS. NOTE:ESTIMATED MARKET VALUE EXCEEDS THE PREDOMINANT VALUE FOR THE AREA AS THE SUBJECT IS A LARGER THAN AVERAGE SIZED WATER FRONT LOT. COMMENTS ON SQFT GLA, BATH, SITE AND AGE ADJUSTMENTS ADJUSTMENTS IN SQFT GLA ARE ROUNDED TO THE NEAREST $500 AS MARKET WOULD NORMALLY NOT ADJUST IN LESS THAN $500 INCREMENTS. ADJUSTMENTS IN GLA OF 100 SQFT OR LESS ARE NOT MADE AS MARKET WOULD NOT RECOGNIZE OR ACCOUNT FOR THESE MINOR DIFFERENCES. DIFFERENCES IN BATH COUNT ARE ADJUSTED AT $2,500 PER HALF BATH. SITE ADJUSTMENTS ARE MADE ONLY WHERE A SIGNIFICANT DIFFERENCE EXISTS IN LOT SIZE AND WHERE MARKET WOULD RECOGNIZE AND ACCOUNT FOR SUCH DIFFERENCES WHEN NO SITE ADJUSTMENT IS MADE IT IS ASSUMED THAT THE MARKET WOULD NOT REFLECT THE DIFFERENCE NO AGE ADJUSTMENTS ARE MADE WHEN SUBJECT AND COMPS HAVE SIMILAR EFFECTIVE AGES. IF AGE ADJUSTMENTS ARE MADE IT IS DUE TO THE FACT THAT A SIGNIFICANT DIFFERENCE IN EFFECTIVE AGE EXISTS. NOTE:"ALL ELECTRONIC PHOTOS AND SIGNATURES ON THIS REPORT HAVE A SECURITY FEATURE MAINTAINED BY INDIVIDUAL PASSWORDS FOR EACH SIGNING APPRAISER. NO PERSON CAN ALTER THE APPRAISAL WITH THE EXCEPTION OF THE ORIGINAL SIGNING APPRAISERS) ". Form TADD—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE File No.5M7110PRPage#81 Subject Photo Page BorroweriClient CLIENT:ABRAMS Property Address 2 BAY ROAD city GREENPORT County SUFFOLK Male NY Zi Code 11944-2405 Lender CLIENT:CORSO/ABRAMS Subject Front 2 BAY ROAD Sale,Price NIA Grass Living Area 2,240 Total Rooms 6 Totat Belroonry 3 Total Bathroom 2 Location WATERtVGOOD IIIATER!GREATI Site 2 AGS+ Quality FRAME/AVG AQR 45+�YRS a� FI �3iviu� rive e 1 t Subject Street 6 i d r y: i ter- a r Form PICPIX.SR—"WinTOTAL"appraisal software by a la mode,inc.—1-807-ALAMODE F'r Nor 05HW 15 1 QPR I Page#Q PHOTOGRAPH ADDENDUM Borrower Client CLiENT:ABRANIS Pro Address 2 BAY ROAD City GREENPORT County SUFFOLK State NY Zip Code 11944-2405 Lender CLIENT:CORSOIABRAMS VIEW 4 F Ar" KITCHEN { e i "1 ,f E Form GPICPIX—"WmTOTAL'appraisal software by a la movie,inc.—1-800-ALAMODE lFuta No,o5wii Comparable Phyto Page Borrower/Uient CLIENT:ABRAMS Property Address 2 BAY ROAD C' GREENPORT County SUFFOLK State NY Z' Cade 11944-2405 Lender CLIENT.CORSOiABRAll1S Comparable 1 w 94 GARDINERS BAY .o Prox to Subject 0-90 mites Sale Price 1,820,000 + Gross Living Area 2.000 a + r � Total Rooms ° x Total Bedrooms 4 .. Total Bathrooms 2.5 �. �. Location `,".`ATEP.A='GOOD View WATER/GREATI SIP 1 02 ACS e > Quality FRAt1E,AVG Age 30+1-YRS Comparable 2 r 159 RAM ISLAND DRIVE Prox to Subject 209 miles �,. Sale Price 2,550,000 Gross Living Area 2,000 w Total Rooms 9 u 1 R I Total Bedrooms 4 Total Bathrooms 25 _ i• , t Location 1041ATERA'GOGD 1 ;), 1 View WATER/GREAT' : 1. Site 3.20 ACS Gnalthf FRA}1E/AVG Age 30+/ YRS Comparah.v 2335 CEDAR LANE Prox.toSubject 165 miles Sale Price 1,250,000 Gross Living Area 2,500 ^ti Total Rooms 11 t Total Bedrooms 5 Total Bathrooms 3.5 Location YJATR/INFERIO View WATJAVERAGE Site 30 ACS 00101 FRAk4E/A1v1G. Age 30+i-YRS w Form PICPIX CR—"A'InTOTAL"appraisal software by a la mode,inc —1-800-ALAMODE File No.05HW1510PR I Pae m 11 Comparable Photo Page Borrower/Client CLIENT:ABRAMS Property Address 2 BAY ROAD city GREENPORT County SUFFOLK _ State NY Zip Code 11944-2405 Lender CLIENT:CORSO/ABRAMS Comparable 4 2400 SOUND DRIVE Prox.to Subject 1.55 miles W " Sale Price 1,200,000 t ! gross Living Area 2,300 Total P,onms Q Total Bedroom, 4 Total Bathrooms 25 E Location ti'ATERAVG View WATERIGOOD Site .70 ACS Cualt`d FRAME,-AVG. Age 20+1-YEARS Comparable 5 5 E BRANDER PKWY Prox,to Subject 3.97 miles Sale Price 2,595,000 Gross Living Area 2,200 Total Pmoms 7 Total Bedrooms 3 Total Bathrooms 2 Lixaton W AT E RfAlvf G View WATERIGREAT! ' t Site 1,20 ACS aflalit'p FRAIN0E%AVG • ... Age 45+/-YRS C==unparable 6 Prox.to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Form PICPIX.CR—"YdinTOTAL°appraisal sottware by a la mole,Inc.—1-800-ALAMODE FHP N705HW1510PRI Page#12 Location Map Borrower/Client CLIENT:ABRAMS — --- - Propffty Address 2 BAY ROAD city GREENPORT _ County SUFFOLK State NY code 11944-2405 Lender CLIENT:CORSOMBRAMS i ! ,'4bpPoini >�1 1 v 3 Rd - Rio Sd t Jj ° \L ti 5 Ea--t Mar. ri•.- � `�• 5 t 1 rient Beac State Pa a l J [leri46 Harbor t Arshamonaque chcltcr!t-and: nj�t'�s�"'4` r r=-•�, - ro Al�,���� % rsr MIL t4 VJ quo ¢ Rd 5s.-"- J•. r 1 �S� awng Rd chCIter �, !s!and 3 Belliedu, 5 [1�F F G L Rd j ICU r t e yf t C 'nyair 1 ay Son Stereo- 1 FFF III l Silver r-ac_h f uuee�� "4rar 8 { P`I T-Sa'v`'4w AAk r� 11j` or'th Hanan L R *rfR ' f 1131)7 Ra 02 \1 I L r r 'sag FTrRk t;or S� a � _ nnS Mieln:PRf? cR4nnn N4ehn,aM,mrlaliT.Ms. � (�.\\p.. !/ Form MAP.LOC—"WInTOTAL"appraisal software by e Id mode;inc.—1-800-ALAOtODE File No 05HW1510PR Pae#17 Building Sketch (Page - 1) Borrower/Client CLIENT•ABRAMS Property Address 2 BAY ROAD City GREENPORT County SUFFOLK State NY ZI Code 11944-2405 Lender CLIENT CORSO/ABRAMS DINING ROOM LIVING ROOM v KITCHEN v N N BATH BEDROOM 60 0' BEDROOM GARAGE 20 0' BEDROOM o BATH o 0 0 N. v v BEDROOM 20 0' Sketch by Apex IV"' Comments AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code Description Net Size Net Totals Breakdown Subtotals GLA1 First Floor 1440.0 1440.0 First Floor GLA2 Second Floor 800.0 800.0 24.0 x 60.0 1440.0 Second Floor 20.0 x 40.0 800.0 Net LIVABLE Area ( Rounded ) 2240 2 Items (Rounded ) 2240 Form SKT.BldSkl—"WinTOTAL"appraisal software by a la mode,Inc,—1-800-ALAMODE File No 05HW151 OPRI Pae#13 MULTI-PURPOSE SUPPLEMENTAL ADDENDUM FOR FEDERALLY RELATED TRANSACTIONS Appraisal Services(631)475-8080 Borrower/Client CLIENT ABRAMS Property Address 2 BAY ROAD City GREENPORT County SUFFOLK State NY Zip Code 11944-2405 Lender CLIENT•CORSO/ABRAMS This Multi-Purpose Supplemental Addendum for Federally Related Transactions was designed to provide the appraiser with a convenient way to comply with the current appraisal standards and requirements of the Federal Deposit Insurance Corporation(FDIC),the Office of the Comptroller of Currency(OCC),The Office of Thrift Supervision(OTS),the Resolution Trust Corporation(RTC),and the Federal Reserve. This Multi-Purpose Supplemental Addendum is for use with any appraisal. Only those statements which have been checked by the appraiser apply to the property being appraised. �I PURPOSE & FUNCTION OF APPRAISAL The purpose of the appraisal is to estimate the market value of the subject property as defined herein The function of the appraisal is to assist the above-named Lender in evaluating the subject property for lending purposes. This is a Federally related transaction ® EXTENT OF APPRAISAL PROCESS ® The appraisal is based on the information gathered by the appraiser from public records,other identified sources,inspection of the subject property and neighborhood,and selection of comparable sales within the subject market area. The original source of the comparables is shown in the Data Source section of the market grid along with the source of confirmation,if available. The original source is presented first The sources and data are considered reliable. When conflicting information was provided,the source deemed most reliable has been used. Data believed to be unreliable was not included in the report nor used as a basis for the value conclusion ® The Reproduction Cost is based on MARSHALL&SWIFT COST HANDBOOK/LOCAL CONTRACTORS supplemented by the appraiser's knowledge of the local market. ® Physical depreciation is based on the estimated effective age of the subject property Functional and/or external depreciation,if present,is specifically addressed in the appraisal report or other addenda In estimating the site value,the appraiser has relied on personal knowledge of the local market. This knowledge is based on prior and/or current analysis of site sales and/or abstraction of site values from sales of improved properties. Z The subject property is located in an area of primarily owner-occupied single family residences and the Income Approach is not considered to be meaningful. For this reason,the Income Approach was not used. ❑ The Estimated Market Rent and Gross Rent Multiplier utilized in the Income Approach are based on the appraiser's knowledge of the subject market area. The rental knowledge is based on prior and/or current rental rate surveys of residential properties. The Gross Rent Multiplier is based on prior and/or current analysis of prices and market rates for residential properties. ❑ For income producing properties,actual rents,vacancies and expenses have been reported and analyzed. They have been used to project future rents, vacancies and expenses. ® SUBJECT PROPERTY OFFERING INFORMATION According to OWNER the subject property ® has not been offered for sale in the past 30 days. ❑ is currently offered for sale for$ ❑ was offered for sale within the past 30 days for$ ❑ Offering information was considered in the final reconciliation of value. ❑ Offering information was not considered in the final reconciliation of value ❑ Offering information was not available. The reasons for unavailability and the steps taken by the appraiser are explained later in this addendum. ® SALES HISTORY OF SUBJECT PROPERTY According to OWNER AND PUBLIC RECORDS the subject property. ® has not transferred in the past twelve months ® has not transferred in the past thirty-six months. ❑ has transferred in the past twelve months ❑ has transferred in the past thirty-six months ❑ All prior sales which have occurred in the past twelve months are listed below and reconciled to the appraised value,either in the body of the report or in the addenda. Date Sales Price Document# Seller Buyer ® FEMA FLOOD HAZARD DATA ® Subject property is not located in a FEMA Special Flood Hazard Area. ❑ Subject property is located in a FEMA Special Flood Hazard Area. Zone FEMA Map/Panel# Map Date Name of Community AE 36103CO176G 5/4/1998 GREENPORT ❑ The community does not participate in the National Flood Insurance Program. ❑ The community does participate in the National Flood Insurance Program. ® It is covered by a regular program ❑ It is covered by an emergency program. Page 1 of 2 Form MPA—"WinTOTAL"appraisal software by a la mode,inc —1-800-ALAMODE File No 05HW151 OPR Pae#14 ® CURRENT SALES CONTRACT ® The subject property is currently not under contract. F1 The contract and/or escrow instructions were not available for review The unavailability of the contract is explained later in the addenda section. ❑ The contract and/or escrow instructions were reviewed. The following summarizes the contract: Contract Date Amendment Date Contract Price Seller ❑ The contract indicated that personal property was not included in the sale. ❑ The contract indicated that personal property was included. It consisted of Estimated contributory value is$ ® Personal property was not included in the final value estimate. ❑ Personal property was included in the final value estimate. ❑ The contract indicated no financing concessions or other incentives. ❑ The contract indicated the following concessions or incentives: ❑ If concessions or incentives exist,the comparables were checked for similar concessions and appropriate adjustments were made,if applicable,so that the final value conclusion is in compliance with the Market Value defined herein. ® MARKET OVERVIEW Include an explanation of current market conditions and trends. 1-3 months is considered a reasonable marketing period for the subject property based on MLS AND LOCAL REALTORS IIZ ADDITIONAL CERTIFICATION The Appraiser certifies and agrees that (1) The analyses,opinions and conclusions were developed,and this report was prepared,in conformity with the Uniform Standards of Professional Appraisal Practice("USPAP"),except that the Departure Provision of the USPAP does not apply. (2) Their compensation is not contingent upon the reporting of predetermined value or direction in value that favors the cause of the client,the amount of the value estimate,the attainment of a stipulated result,or the occurrence of a subsequent event. (3) This appraisal assignment was not based on a requested minimum valuation,a specific valuation,or the approval of a loan. ® ADDITIONAL (ENVIRONMENTAL) LIMITING CONDITIONS The value estimated is based on the assumption that the property is not negatively affected by the existence of hazardous substances or detrimental environmental conditions unless otherwise stated in this report. The appraiser is not an expert in the identification of hazardous substances or detrimental environmental conditions. The appraiser's routine inspection of and inquiries about the subject property did not develop any information that indicated any apparent significant hazardous substances or detrimental environmental conditions which would affect the property negatively unless otherwise stated in this report. It is possible that tests and inspections made by a qualified hazardous substance and environmental expert would reveal the existence of hazardous substances or detrimental environmental conditions on or around the property that would negatively affect its value ® ADDITIONAL COMMENTS RESEARCH INDICATED THAT THE SUBJECT PRPERTY HAS NOT BEEN SOLD OR TRANSFERED WITHIN THE PAST 3 YEARS ® APPRAISER'S SIGNATURE & LICENSE/CERTIFICATION Appraiser's Signature Effective Date 10/26/2004 Date Prepared 10/27/2004 Appraiser's Name(prin R U / I D PP SERVICES Phone# P31 ) 475-1031 State NY License ❑ Ce i ation# 45000004705 Tax ID# ❑ CO-SIGNING APPRAISER'S CERTIFICATION ❑ The co-signing appraiser has personally inspected the subject property,both inside and out,and has made an exterior inspection of all comparable sales listed in the report. The report was prepared by the appraiser under direct supervision of the co-signing appraiser The co-signing appraiser accepts responsibility for the contents of the report including the value conclusions and the limiting conditions,and confirms that the certifications apply fully to the co-signing appraiser ❑ The co-signing appraiser has not personally inspected the interior of the subject property and. ❑ has not inspected the exterior of the subject property and all comparable sales listed in the report. ❑ has inspected the exterior of the subject property and all comparable sales listed in the report. ❑ The report was prepared by the appraiser under direct supervision of the co-signing appraiser The co-signing appraiser accepts responsibility for the contents of the report,including the value conclusions and the limiting conditions,and confirms that the certifications apply fully to the co-signing appraiser with the exception of the certification regarding physical inspections. The above describes the level of inspection performed by the co-signing appraiser. ❑ The co-signing appraiser's level of inspection,involvement in the appraisal process and certification are covered elsewhere in the addenda section of this appraisal. ❑ CO-SIGNING APPRAISER'S SIGNATURE & LICENSE/CERTIFICATION Co-Signing Prepared Effective Date Date Pre Appraiser's Signature p Co-Signing Appraiser's Name(print) Phone# ( ) State ❑ License ❑ Certification# Tax ID# Page 2 of 2 Form MPA—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE File No 0511W1510PR Pae#15 DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby, (1) buyer and seller are typically motivated, (2) both parties are well informed or well advised, and each acting in what he considers his own best interest; (3) a reasonable time is allowed for exposure in the open market, (4) payment is made in terms of cash in U S. dollars or in terms of financial arrangements comparable thereto; and (5) the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions* granted by anyone associated with the sale *Adjustments to the comparables must be made for special or creative financing or sales concessions No adjustments are necessary for those costs which are normally paid by sellers as a result of tradition or law in a market area, these costs are readily identifiable since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be made to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already involved in the property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing or concession but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions based on the appraiser's judgement. STATEMENT OF LIMITING CONDITIONS AND APPRAISER'S CERTIFICATION CONTINGENT AND LIMITING CONDITIONS: The appraiser's certification that appears in the appraisal report is subject to the following conditions- 1. onditions1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it. The appraiser assumes that the title is good and marketable and, therefore, will not render any opinions about the title. The property is appraised on the basis of it being under responsible ownership. 2 The appraiser has provided a sketch in the appraisal report to show approximate dimensions of the improvements and the sketch is included only to assist the reader of the report in visualizing the property and understanding the appraiser's determination of its size, 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees,express or implied,regarding this determination. 4 The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand. 5. The appraiser has estimated the value of the land in the cost approach at its highest and best use and the improvements at their contributory value, These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used. 6. The appraiser has noted in the appraisal report any adverse conditions (such as, needed repairs, depreciation, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property or that he or she became aware of during the normal research involved in performing the appraisal. Unless otherwise stated in the appraisal report, the appraiser has no knowledge of any hidden or unapparent conditions of the property or adverse environmental conditions (including the presence of hazardous wastes, toxic substances, etc.) that would make the property more or less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied, regarding the condition of the property The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist Because the appraiser is not an expert in the field of environmental hazards, the appraisal report must not be considered as an environmental assessment of the property. 7. The appraiser obtained the information, estimates, and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct. The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. 8 The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice 9. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that completion of the improvements will be performed in a workmanlike manner. 10. The appraiser must provide his or her prior written consent before the lender/client specified in the appraisal report can distribute the appraisal report (including conclusions about the property value, the appraiser's identity and professional designations, and references to any professional appraisal organizations or the firm with which the appraiser is associated) to anyone other than the borrower; the mortgagee or its successors and assigns; the mortgage insurer; consultants; professional appraisal organizations; any state or federally approved financial institution; or any department, agency, or instrumentality of the United States or any state or the District of Columbia; except that the lender/client may distribute the property description section of the report only to data collection or reporting service(s) without having to obtain the appraiser's prior written consent. The appraiser's written consent and approval must also be obtained before the appraisal can be conveyed by anyone to the public through advertising, public relations, news, sales, or other media. Freddie Mac Form 439 6-93 Page 1 of 2 Fannie Mae Form 10048 6-93 Appraisal Services(631)475-8080 Form ACR—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE File No 05HW1510PR Pae#16 APPRAISER'S CERTIFICATION: The Appraiser certifies and agrees that: 1. I have researched the subject market area and have selected a minimum of three recent sales of properties most similar and proximate to the subject property for consideration in the sales comparison analysis and have made a dollar adjustment when appropriate to reflect the market reaction to those items of significant variation If a significant item in a comparable property is superior to, or more favorable than, the subject property, I have made a negative adjustment to reduce the adjusted sales price of the comparable and, if a significant item in a comparable property is inferior to, or less favorable than the subject property, I have made a positive adjustment to increase the adjusted sales price of the comparable. 2. 1 have taken into consideration the factors that have an impact on value in my development of the estimate of market value in the appraisal report. I have not knowingly withheld any significant information from the appraisal report and I believe, to the best of my knowledge, that all statements and information in the appraisal report are true and correct, 3 1 stated in the appraisal report only my own personal, unbiased, and professional analysis, opinions, and conclusions, which are subject only to the contingent and limiting conditions specified in this form. 4 1 have no present or prospective interest in the property that is the subject to this report, and I have no present or prospective personal interest or bias with respect to the participants in the transaction I did not base, either partially or completely, my analysis and/or the estimate of market value in the appraisal report on the race, color, religion, sex, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in the vicinity of the subject property 5. 1 have no present or contemplated future interest in the subject property, and neither my current or future employment nor my compensation for performing this appraisal is contingent on the appraised value of the property. 6. 1 was not required to report a predetermined value or direction in value that favors the cause of the client or any related party, the amount of the value estimate, the attainment of a specific result, or the occurrence of a subsequent event in order to receive my compensation and/or employment for performing the appraisal. I did not base the appraisal report on a requested minimum valuation,a specific valuation,or the need to approve a specific mortgage loan. 7 1 performed this appraisal in conformity with the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place as of the effective date of this appraisal, with the exception of the departure provision of those Standards, which does not apply. I acknowledge that an estimate of a reasonable time for exposure in the open market is a condition in the definition of market value and the estimate I developed is consistent with the marketing time noted in the neighborhood section of this report, unless I have otherwise stated in the reconciliation section. 8. 1 have personally inspected the interior and exterior areas of the subject property and the exterior of all properties listed as comparables in the appraisal report. I further certify that I have noted any apparent or known adverse conditions in the subject improvements, on the subject site, or on any site within the immediate vicinity of the subject property of which I am aware and have made adjustments for these adverse conditions in my analysis of the property value to the extent that I had market evidence to support them. I have also commented about the effect of the adverse conditions on the marketability of the subject property. 9 1 personally prepared all conclusions and opinions about the real estate that were set forth in the appraisal report If I relied on significant professional assistance from any individual or individuals in the performance of the appraisal or the preparation of the appraisal report, I have named such individual(s) and disclosed the specific tasks performed by them in the reconciliation section of this appraisal report. I certify that any individual so named is qualified to perform the tasks. I have not authorized anyone to make a change to any item in the report; therefore, if an unauthorized change is made to the appraisal report, I will take no responsibility for it ° SUPERVISORY APPRAISER'S CERTIFICATION: If a supervisory appraiser signed the appraisal report, he or she certifies and agrees that: I directly supervise the appraiser who prepared the appraisal report, have reviewed the appraisal report, agree with the statements and conclusions of the appraiser, agree to be bound by the appraiser's certifications numbered 4 through 7 above,and am taking full responsibility for the appraisal and the appraisal report. ADDRESS OF PROPERTY APPRAISED: 2 BAY ROAD, GREENPORT, NY 11944-2405 APPRAISER: SUPERVISORY APPRAISER (only if required): Signature. Signature, Name R R"E I A AI A CES Name: Date Signed: 1 /2005 Date Signed: State Certification# 45000004705 State Certification#: or State License#: or State License#: State: NY _ State. Expiration Date of Certification or License- 12/9/2005 Expiration Date of Certification or License: ❑ Did ❑ Did Not Inspect Property Freddie Mac Form 439 6-93 Page 2 of 2 Fannie Mae Form 10048 6-93 Form ACR—"WinTOTAL"appraisal software by a la mode,Inc.—1-800-ALAMODE ITECNOLOGIES ARCH ECrM PLANNM CONSTRUCTION SERVICES 13405 Main Road,MWfitxk, New York 11952 631.298.1129 fax:631298.1128 March 21, 2006 Town of Southold Building Department Town Hall Annex i;��, s�•.___ Main Road •' • - �-� Southold, N.Y. 11971 '- ``� Re: Michael Corso Donna Abrams 2 Bay Rd. o Greenport, NY 11944 S.C.T.M # 1000-43-5-12&14.2 To Whom It May Concern: Please be advised that the following amendment was made to the existing construction documents set. 1. Continuous shed dormer was constructed on the East side of the front of the building to allow for adequate stair headroom clearance on the second floor level of the existing residence. The construction of the shed dormer does not increase nor exceed the allowed construction cost of the project. If you have any additional questions please feel free to call our office at 631-298-1129. ED A �N12a1r OF NPS Cc:Corso File pF 50(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �l� �OUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Donna Abrams 64 Brevoot Rd. Chappaqua NY, 10514 December 8, 2008 Re: 2 Bay Road, Greenport SCTM# 1000-43-5-14.2 Violation To Whom This May Concern: Your expired building permit (#31834) for additions and alterations to a single family dwelling, has been referred to me. Pursuant to 144-15A., of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Your building failed its final inspection on April 23, 2007, your permit subsequently expired on September 9, 2007, and there-is evidence that you are currently occupying the home. Therefore, you have ten days from the receipt of this letter to contact this office, at(63 1) 765-1802, between t -00 a.m. and 4:00 p.m., and clear up this matter or legal action will n against you. espectfully Yours, D outhouilding Department pF SO(Or�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 ®lyc4UNT`I,�� February 11, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Donna Abrams 64 Brevoort Rd Chappaqua NY 10514 RE: 20 Bay Rd, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: 'NOTE: Still need an Architect or Engineer to certify footings,framing, strapping, rough plumbing, pressure tests and insulation. Also need plumbing certification. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 35868 —Additions/Alterations Permit# Permit Date REScheck Software Version 3.7 Release 1 b Compliance Certificate Project Title: Corso Residence Report Date:02/24/06 Energy Code: 2000 IECC Location: Southold,New York Construction Type: Single Family Glazing Area Percentage: 23% Heating Degree Days: 5572 Construction Site: Owner/Agent: Designer/Contractor: 2 Bay Rd. Donna Abrams Frank Notaro, R A Greenport,NY 11944 2 Bay Rd. Architecnologies Greenport,NY 11944 13405 P.O.Box 93 Mattituck,NY 11952 (631)298-1129 Architecnologies@yahoo.com DOW W— Assembly Floor 1:All-Wood JoistITruss:Over Unconditioned Space: 1265 30.0 10.0 30 Wall 1:Wood Frame,16"o.c.: 1472 21.0 10.0 41 Window 1:Vinyl Frame:Double Pane with Low-E: 11 0.350 4 Window 2:Vinyl Frame:Double Pane with Low-E: 11 0.350 4 Window 3:Vinyl Frame:Double Pane with Low-E: 11 0.350 4 Window 4:Vinyl Frame:Double Pane with Low-E: 4 0.350 1 Window 5:Vinyl Frame:Double Pane with Low-E: 15 0.350 5 Window 6:Vinyl Frame:Double Pane with Low-E: 10 0 350 4 Window 7:Vinyl Frame:Double Pane with Low-E: 21 0.350 7 Window 8:Vinyl Frame:Double Pane with Low-E: 21 0.350 7 Window 9:Vinyl Frame:Double Pane with Low-E: 36 0.350 13 Window 10:Vinyl Frame:Double Pane with Low-E• 36 0.350 13 Window 11:Vinyl Frame Double Pane with Low-E: 14 0.350 5 Window 12:Vinyl Frame:Double Pane with Low-E: 15 0.350 5 Window 17:Vinyl Frame:Double Pane with Low-E: 5 0.350 2 Window 18:Vinyl Frame:Double Pane with Low-E. 5 0.350 2 Window 19:Vinyl Frame:Double Pane with Low-E_ 9 0.350 3 Window 20:Vinyl Frame:Double Pane with Low-E: 9 0.350 3 Window 21:Vinyl Frame:Double Pane with Low-E: 14 0 350 5 Window 22:Vinyl Frame:Double Pane with Low-E: 14 0.350 5 Door 1:Glass: 21 0.350 7 Door 2:Glass: 83 0.350 29 Door 3:Glass: 83 0.350 29 Wall 2:Wood Frame,16"o.c.: 880 21.0 10.0 32 Window 13:Vinyl Frame:Double Pane with Low-E: 12 0.350 4 Window 14:Vinyl Frame:Double Pane with Low-E: 12 0.350 4 Window 15:Vinyl Frame:Double Pane with Low-E. 30 0.350 11 Window 16:Vinyl Frame:Double Pane with Low-E: 30 0.350 11 Ceilioo 1:FI '.ng-or-Scissor-Russ: 1265 38.0 10.0 29 Corso Residence Page 1 of 7 s ' Air Conditioner 1:Electric Central Air:12 SEER Boiler 1:Other(Except Gas-Fired Steam):89 AFUE Compliance St9tement:Stateme mpliance:The proposed budding design described here is consistent with the budding plans,specifications,an milted with the permit application.The proposed building has been designed to meet the 2000 IECC requir - 3.7 Release 1 b and to comply with the mandatory requirements listed in the REScheck Inspects Builder/Designer >`� Com- n Name Date 1 _g� Project Notes: REPLACEMENT WI OWS/D O URBISHING OF INTERIOR SPACES. RELOCATION OF CTURAL WALLS. OF �aN *GROUND SNOW LOAD- *EXPOSURE CATEGORY B *120 MPH WIND SPEED *SEISMIC DESIGN CATEGORY-B *WEATHERING-SEVERE *WINTER DESIGN TEMP.-ZONE 11 B-11 DEGREES *ICE SHIELD UNDERLAYMENT REQUIRED -R-3 SINGLE FAMILY RESIDENCE -HEIGHT-25'-0"FROM GRADE TO RIDGE -AMERICAN FOREST&PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION Corso Residence Page 2 of 7 REScheck Software Version 3.7 Release 1 b Inspection Checklist Date:02/24/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-10.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity+R-10.0 continuous insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21 0 cavity+R-10 0 continuous insulation Comments: Windows: ❑Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame-Double Pane with Low-E,Ll-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,1.1-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled Ll-factors,describe features. #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Vinyl Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Breaks Yes No Comments: ❑ Window 7:Vinyl Frame:Double Pane with Low-E,1.1-factor:0.350 For windows without labeled U-factors,describe features• #Panes Frame Type Thermal Breaks Yes No Comments: ❑ Window 8:Vinyl Frame:Double Pane with Low-E,LI-factor:0 350 For windows without labeled 1.1-factors,describe features• Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 9:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled 1.1-factors,describe features: Corso Residence Page 3 of 7 t #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11:Vinyl Frame:Double Pane with Low-E, LI-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 17:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled 1.1-factors,describe features• #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 18:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 19:Vinyl Frame:Double Pane with Low-E,1-1-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 20:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 21:Vinyl Frame:Double Pane with Low-E,U-factor,0 350 For windows without labeled U-factors,describe features- #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 22:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 13:Vinyl Frame-Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14.Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Corso Residence Page 4 of 7 Doors: ❑ Door 1:Glass,U-factor:0.350 Comments: ❑ Door 2:Glass,U-factor:0.350 Comments. ❑ Door 3.Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood JolstlTruss:Over Unconditioned Space,R-30.0 cavity+R-10.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1:Electric Central Air:12 SEER or higher Make and Model Number. ❑ Boiler 1:Other(Except Gas-Fired Steam):89 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 1-1-factors,and heating equipment efficiency must be clearly marked on the budding plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabnc,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w g.(500 Pa) ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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 Corso Residence Page 5 of 7 non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Corso Residence Page 6 of 7 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 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 15 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Budding Department Use Only) Corso Residence Page 7 of 7 gos� tscte Pe PROFESSIONAL ENGINEER P.O.BOX 616 SOUTHOLD,NY (631)765-2954 CEILING INSULATED 12 WITH R38C BATTS S Q Lu EXISTING 2X6 V VV SISTER NEW 11-7/8 LVL (2)1/2"BOLTS NEW 2X8 RR @24"OC ^ TO EXISTING RR @24"OC (TYP.) COLLAR TIE w @24"OC A Q a Z � � W EACH RAFTER O O STRAPPED TO Cn V► PLATE N I c-I l (� C? LIVING ROOM EXISTING C/1 00 2X4 WALLS r � 221-011 � CAL :"SEE PLAN CROSS SECTION N SHEET NO: SCALE: 1/4" = V-0" CV n W I�� y O N S o� 8097 410 N 851 O j`�� �"°po " s ' • 57.00' �prEDGE OF PAVE, 7 CLQ %,� � �O "L q rfR ` FOUND B°k '� VAL�f\'i FOUND SURVEY F PROPERTY CONC. MON.FENCE °. CONC. MON. 9:� To �,.�N - SI T UA TL' tz� POST & RAIL �, E D PARTLY IN AND PARTLY OUT 0 • \ SSA.FENCE FENCE a p 7 T] ,-J INC 0 I�P O R A�'T E D VILLAGE OF \Sl°� 33, ass . OA.-/ o j 33, So. 'N;�P 6', �,,� N/o�F s0,, F ° �N cs �` RIARGUERITF SCI-1 4 7.57' GE 1.J N 1 0 T �d Cp Q 14i�,xoo S ti o� r N TOWN OF SOUTHOLD °s It of T,ES DHL, SUFFOLK COUNTY , NEW YORK � � !! 1� 1.Q N, 6-6 E o (',,4-o" E O CONC. MON s N 8 5 3 ti I U, I n ____ N 85•33'a°" E I u, S.C. TAX No. 1000- 43-05- 12 �,-.{ �r`Y,�. � WOOF 11ES.� Lr y \z \' �ae�GcoMpg.SA �Ps�FiaEoS N'!s'C 9si', I fS.TS _ --- — _-- —f- - — — __ s= zN 4 0_00_ vo,—' II Jy 110 0 0— 4 3—0 5— 1 4 . 2-FENCE 3 o FT1 WIDE PFDFSN 337.86 o, 3' SCALE: 1 ,=30001 —03-03-22 RIGHT OF WAY o N c ! a Ian o� 4\ N 85'33'40_E— — — - ----_ -o AUGUST 31 , 2001 o _ OCTOBER 1 1 , 2001 SET STAKIES ON PEDESTRIAN EASEMENT LINE u - — — JUNE 1 1 , 2003 ADDED DISTANCE FROM HIGH WATER MARK TO DECK 2 `� ___- - -------- �LOFE 5'3340" USE JULY 28, 200 DECE_tv"3FR 9DDED A 2005ND `ADDEDOADDIT 0�AL NOTES BLDG. ENV. 0`qF �''� _ --- - - —HUIL01,rac ENV_ S 8 40.00' II AREA E (E\°)) i`��y`��,o`' j •1� a� ., \� I (TaTIE s�= 3 8585 5 sq. ft. ac . I m NEV a Z� ZONE Izz a �NCE OTHERS) F r 34.4• , __ � ,�4 b - f 9g ' CRTIFIED T0: &CPgSCk I' �f b\] i fN -- ss I, q 36 K PO",^" I ,c, DONNA ABRAMS 65' INDYMAC MORTGAGE ICORPOPATION Q)" ' i 2 �' I MADISON ABSTRACT, Inc. rzi � HUUSESI�A AGE E N �'I I FIRST AMERICANTITLE No. 8998IE INSURANCE COMPANY OF NEVI YORK G�/0� II V 54 e ri it -OD STEpS m/ .. i. i� ni. " w goo VO TES: 1 I 1 . ELEVATIONS APE REFERENCED TO PJ.G.V.D. 1929 DATUM <. I EXISTING ELEVATIONS ARE SHOWN 'THUS: F=ST FL(_)'O dA-S 2. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION i oc' 2 I BY NEVA' YORK" STATE AND/CP OTHER REGULATORY AGENCIES. c, i n c I 3 FLOOD ZONE INFORMATION RATE ORO MAP No. 36103CO1 76 G I I 7 Nr HAS, F -• A'�7%-- � �f I:Cr�fIr�FCi 7) JF VF C3/"'SA'_ FLOOD W.T" "/'L1,0CITY /,Zf RJ (Vic,/[ ^„^ RqS` F- O�:F- F1.F✓?T,7rl„ GE?E Fr M',FJFJ 4. RENOVATION OF EXISTING 1sT FLOOR LAYOUT WITHIN THE EXISTING FOOTPRINT. 5. REPLACEMENT OF EXISTING ROOF AND SIDING IN KIND. f' I 6. KELOCATiON OF EXISTING UTILITIES„ E'-)IL DiNC UP A PLATFORM FOR ITS NEW LOCATION TO COMPLY WITH FEMA VE EL 11. ' t \ o Ste^ 7. THE EXISTING DWELLING WILL NOT BE RAISED ALL WORK PERFORMED IS WITHIN THE SAME f I I FOOTPRINT, EXTERIOR CORE OF THE BUILDING IS TO REMAIN FOR MOST PART THE SAME, WITH MINOR WINDOW AND DOOR RELOCATIONS ON THE 1 st FLOOR. \ a J 1 I W 8. NO ADDITIONAL FILL WILL BE NEEDED TO COMPLETE THE PROJECT. / 9. PROJECT ADDRESS: 2 BAY ROAD C GREENPORT, NEW YORK � 68-7 / `1/> — A,y .\ - 'ted►— -�,4 ��%7 a I �1 o ` _ I e O CA h rZAC I 1\ 96 1� 6), \\ I _FZAG \ o0 ��RF1l H0/” \ \ I I 01 PREPARED IN ACCORDANCE WITH THE MIN'MUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.LS. AND APPROVED AND ADOPTED \J \ FOR SUCH USE BY THE NEW YORK STATE LAND �o \ Tri LE ASSOCIATION. 0)y \ \ I 9 I u \ \ 4 1 .•'.. � ' N.Y.S. Lic. No, 49668 \ \ \ \ I UNAUTHORIZED ALTERATION OR ADDITION 70 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YO"K STATE \ I I Ewa��eqp, +fig //��� Inc/+�,Twp ^p EDUCATION LAW �./tV fi IE � `y.e' I' �.� COPIES OF TH'S SURVEY M"P NOT BFAP.'N;Jos \ I N fi THE LAND SURVEYOR'S INKED SEAL OR \ � \ I o Landr yr ,r G EMBOSSED SEAL SHALL NOT B" CONSIDEpED � V TO BE A VQ!_IC TRUE COPY. \ I s CERTIFICATIONS INDICATED HEREON SHALL RUN \ \ I O ONLY TO THE PERSON FOR WHOM TNF SURVEY \\ I IS PREPARED, AND ON HIS FLHALF TO THE TITLE COMPANY, GOVLRNMENIAL AGENCY AND \ I Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, ANO \ TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARF: NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS \\ THE EXISTENCE OF RIGHT OF WAYS 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. -------- - ----- --- --- - 23-413, NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL CHANGES DUE TO FIELD CONDITIONS, CLIENT AND OR GENEREAL u CONTRACTOR WHICH DIFFER FROM THE CONSTRUCTION DRAWINGS. w ~ o iPROPOSED SHED PROV. LIFETIME "GAF"ASPHALT � O S ADDITION ROOF SHINGLES. (TYP. ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER C7 — — WATCH" UP 2'-0" OF ROOF EDGE. zN PROVIDE 5 1/2"AZEK WINDOW, / 91-511 z a To DOOR, SOFFITS & FACIAS. (TYP. ALL LOCATIONS •� PROV. LIFETIME "GAF"ASPHALT _ W ROOF SHINGLES. (TYP. ALL AREAS) 12 / rT OVER 15 LB. FELT. PROV. "WEATHER 4 V.I.F. I V) C14 WATCH" UP 2-0" OF ROOF EDGE. U �I LIT a a_ - WWI PROV. J ZJ 7—10 i IIW \ �; 21 41 - 2815 \� I PROV. CONT. 6" ALUM. GUTTERS K & LEADERS. P. AL AREAS) 1 EJ L \ ----------- --- \ IL - \`\\ ER; 211-611 \� 1 EXISTING 1011 — I IT yy P303 5- AR31-3 I 3035 WG1 0611-4 / T u N/Y y \ f i B B F / I IJYL T h K " A 31-2 AR31 I AR31 \ 1 U J 1 11"\ _ z W � J 7 FRONT ELEVATION PROVIDE 51/2"AZEK WINDOW, PROV. 6" EXPOSURE CLEAR CEDAR Z PROV. AZEK BEADBOARD FOR ALL SOFFIT AREAS DOOR, SOFFITS & FACIAS. SHAKES " PERFECTIONS" STAINED (TYP. ALL LOCATIONS) PROV. AZEK BEADBOARD FOR ALL SOFFIT AREAS ' t PROV. 6" EXPOSURE CLEAR CEDAR SHAKES " PERFECTIONS" STAINED LEFT SIDE ELEVATION rr 0 (-) v / I O O � PROV. LIFETIME "GAF"ASPHALT O ROOF SHINGLES. (TYP. ALL AREAS) C„) OVER 15 LB. FELT. 'PROV. "WEATHER PROPOSED SHED WATCH" UP 2-0" OF ROOF EDGE. _ ADDITION PROV. LIFETIME "GAF" ASPHALT ROOF SHINGLES. (TYP. ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER — (L 'v WATCH" UP 2-0" OF ROOF EDGE. � D 0 Z O Z I t ' _.. 210410-2 TW2 1 U13 It 1 VV21 31 Z M m W Z W 0 ow O ow -- omo � J W Wfr W WIr Li 1 1 11 L U) 0 U) 0 U) U) 0 W O O O O ao q o 0 P3035-3 I r cV tM ri 2431 AW 1-2 J TW21041 O-2W 3 A 1251 21041 O w w �0 Ll �jl / O w d F— i OI ILLL 0 �- T co U L AR31-3 AR31-3 \ W W W W I — _ I J Lu I- F- U U Ow Ow . FWG120611-4 - 0F- O- 1 I- Io- W Po � D D W Cc W cr Z) D coo coo V I N PROVIDE 5 1/2"AZEK WINDOW, U) co co� ,o REAR E 40 LO LO L E AT O DOOR, SOFFITS & FACIAS. (TYP. ALL LOCATIONS) fir-�ru-C, m o 0 N o N N c� SCALE: RIGHT SIDE ELEVATION F a ,�, r x � aP,; ;a 1/411_11011 DWG. NAME: EXTERIOR ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS, CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION A-4 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. ` U , W � z � o � U l \ 0 1�1 U o \ Qom^N � w � \ WU C0 00N E� E-IIIIIIIi U as CIN ocn �¢ a: cn MIFIN . \\\ \ \ 150 OL 11 �\` >6' � - \\l\ 1 REMOVE EXISTING TOP PLATES NEW 2" X 6" C.T. @EVERY ' PROV. SOLID BLOCKING UNDER ��/ RAFTER 12' H. TO BOTTOM OF C.T��� ALL EXISTING R.R. "W40 @ 16"O.C. I I I I 7-10" C.H. UJ 121I BAND JOIST 0 FLOOR FRAMING �- I zI W z TWO- MEMBER FLOOR Q SUPPORT BEAM PILE CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. SIMPSON LTS12 STRAP WITH (12) 10d X 1 1/2" FASTENERcn INTO FLOOR JOIST AND SUPPORT BEAM W CONNECTION OF FLOOR FRAMING TO SUPPORT REAM. rr 0 PROV. ADDITIONAL 2-1 3/4" X 11 7/8" LVL REMOVE EXISTING TOP PLATES 0 PROV. SOLID BLOCKING UNDER J 2"X 10" R.R. W/1-1/4" PLT. ALL EXISTING R.R. PROV. 1/8" STL. PLTS. HB r O AS PER DETAIL E M BELOW F - --- - - O D „B" - DE . ..B.. .. .. .. .. HB II II II II II II II II o II II II II II ( ' 0 II II II II II it II II `°II II II II II P v � L BELOW 2-, 4"X s /2" LVL I I I I I I I I I I I I I I I I -�@)I I I I I I I I I I I W/&4" PLYWOOD I I I I I I I I I I II II II 0,II II II I I I I I , I DE "A" DET. "A" I II I I I I I I II I I I I I I II I I I I II I 13 '� � � � � � II II II II II II II II II II II ILII F- II II II II II II II II II II II II II 12 W � Z m II II II II II II II II II II II II II BO OWPIER D z Q � II-- IHI �1 4 #� 11= I1=11 1 - _ — — � o DET. "B �j p .. UP j ------ 1 1 /i'/ii Lu � W II II II II II II II II II II II II w z Q "All "All II II II II II I�2J.' 11 it II II II II DE A DE A 2.-8 .. uP j 0 0 (f 0 1 II II II II II II II II II II II II II wP: wW Ir W W II II II 11 11 11 11 lip 11 11 11 11 11 _ I 1 O IN SHOWER. D � iL a co II II II II II II II ILII II II II II (nLLQz II II it II II II II IIB @j II 0 L 1 1" II II II II II II II coL _ P (� 17 BELOW II II II II II I II II°vI II II II 112 -1" to .. c cr -- ---- = A 8 P17A I I 0 0 0 0 C� BELOW 1714" 15 z Q Q REMOVE EXISTING TOP PLATES Z Z Z PROV. SOLID BLOCKING UNDER EXISTING TRAP DOOR ALL EXISTING R.R. - U 0 0 m SPACE TO REVERSED W W W W AND RE-USED. O 5 _ F_ F 0w0 0 0 5 W W m W W Ap SCREENED-IN PORCH f 4 CO CO o (A 0 in W CO iJ - PROV. SNAP IN GLASS PANELS WITH INTERCHANGEABLE SCREENS . a O O -Lj w (D 0 11 177a� N It O .>�r... ��315 (n C7 r N N ! O .'� ;- SCALE: -- HB 1/4"-1'0" , DWG. NAME: H CEILING FRAMING PLAN 1 DWG. NO.: A- 1 -2 NOTE: �^ CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL CHANGES W DUE TO FIELD CONDITIONS, CLIENT AND OR GENEREAL U CONTRACTOR WHICH DIFFER FROM THE CONSTRUCTION DRAWINGS. W coo � O � � N ll10 LL� "d O \1z 3 —�N 0 @)X ;; r, X: X° Z 00 N� NO LL60 X - — ci- CONC. BLOCK PIERS � w 5 COURSE HIGH 91 I w \ DBL. 2"X 6"GIRD R 7'_3" u V N UNDER F.J. `--� V.I.F. ^ Q Ch g MIN. HT. 6-'8" 11"0\0 ���\\ \\ \ �\ X \\ w X \\\ \IM 60 0 b �\\\�\ X= ,, TT\ N r O \.�0��. \\ N \0 \\.`\\,.\\ T H/W o�`�°T HEAT R OIL 1 7 ° \\T TANK I \T, I I I I CRAWL SPACE \ / 00 4'-1/4" DEEP FROM UNDERSIDE OF F.J. I 1 7— W � Urr o FRONT E z ELEVATION � Uj W Q z Lli rr EXISTING FOUNDATION PLAN T ` 0 0 PROV. DBL. 2"X 8" BENEATH —� PARALLEL PARTITIONS. ri O CUT OUT 16 1/4"X 8 1/4" OPENINGS 0 IN EXISTING BLOCK FOUND. WALL v V ALL VENTS SIHALL BE A MIN. OF 2"ABOVE FIN. GRADE. (8 LOUVERED VENTS AS P _ U PER FOUND. PLAN.)( SMART VENT #1540-510000 V.I.F. HTS. X X X w CONTRACTOR TO VERIFY EX. LL d BLOCK PIERS HAVE ADEQUATE `_`ci t0 FOOTING BEARING. x 0 _ N� O NT I I I NEW ACO 4"X 4" POST L - - DBL. 2"X 12" BEAM. H � ON 24"SO. X 12"D. POURED p. Q. E EQ EQ. CONC. BLOCK PIERS CONC. FOOTING. PROV. BEAM PO KET W 5 COURSE HIGH IN EX. FDN. WALL. 0 0 g (TYPICAL ALL Q i I I I I I I I _ f O NOTE: CONTRACTOR TO VERIFY CONDITION J OF EXISTING BEAMS, JOISTS, FOOTINGS I I z I-- - L- -J -�B�. 2"X 6"GIRD I +-- -J AND ALL OTHER STRUCTURAL ELEMENTS. UNDER F.J. - _ �_ - DBL. 2"X 12" BEAM. REPAIR/REPLACE AS REQUIRED. PR .V BEAM POCKETS 1 g' I g' -- I I I IN EX. FDN. WALL. ^� ow O w -� NEW ACO 4"X 4" POST J j 2"X 6"ACO 0 W 0 W ON 24"SO. X 12" D. POURED LL -- PLATES ON FLAT. w m W U PROV. NEW PLATFORM 38" CONC. FOOTING. _ __ J o]01 .DBL. 2"X 10" HIGH FOR OIL BURNERD (TYPICAL ALL) -- BEAM 0 O ., X ipl @LL LL X NrI �W I G c0 . -- - /// F R E OIL OW (0 O Xc0 -T -- -- -- I- - -� -- - / TANK (A (� N ° 38" UP D ,- N FROM D GRADE p W xJULI s > o { w W JU hi, E X 1 ' F.J. NOT HE DEPT. O 0 CUT OUT 16 1/4" X 8 1/4" OPENINGS E T I EX. CON PROV. STRAPPING TO BLDG. IN EXISTING BLOCK FOUND. WALL OC I: FD CONIC. PILIN S TO TOWN OF SOtfTHOLD LL 0 ALL VENTS SHALL BE A MIN. OF 2"ABOVE COMPLY WITH FEMA Z m "X ' AC REGULATIONS FIN. GRADE. (8 LOUVERED VENTS AS Z Z U_ LAT SOIIF r aia PER FOUND. PLAN.)( SMART VENT#1540-510 w - V.I.F. HTS. CUT OUT 16 1/4"X 8 1/4" OPENINGS U U IN EXISTING BLOCK FOUND. WALL r," '� 0 0 0 ALL VENTS SHALL BE A MIN. OF 2"ABOVE » FIN. GRADE. (8 LOUVERED VENTS AS 0 D D uj 0 )( iII R, W W W PER FOUND. PLAN. SMART VENT #1540-510 l' 0 D D D V.I.F. HTS. � � i Lo LA Lo Lo w O O O N N O N (/J C6 6 O ( .-_. SCALE: ,� :_, 1/411 11=1 1011 i OFFICE SET DWG. NAME: 2'"'X 4"ACO. PLATE La SCREWED INTO FOUNDATION PLAN & 2 'X 4" FLOOR. PROV. 4. 17 -06 FOUNDATION/ 2"'X 4"WALL W/1/2" FRAMING FILL IN EX. DOOR OPENING REMOVE EXISTING I. PLAN GaYP. BD. (� ���01(HQ� WITH NC. HAUNCH SLAB. �D Z FIRST FLOOR FRAMING PLAN BLOCK. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-0 GENERALNOTES : DOOR SCHEDULE : NOTE : WINDOW LEGEND : CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL CHANGES REF : A. 1 � A. 2 DUE TO FIELD CONDITIONS, CLIENT AND OR GENEREAL \ W 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES PER REQUIREMENTS BY NEW YORK STATE RESIIDENTIAL CONSTRUCTION CONTRACTOR WHICH DIFFER FROM THE CONSTRUCTION DRAWINGS. AND ORDINANCES. CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE ALL WINDOWS TO BE ANDERSEN 400 SERIES DESIGN. ALL OF THE LOAD CALCULATIONS AND STRUCTURAL PLANS COMPLY it 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 1 ST FLOOR EXTERIOR DOORS WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) O OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND DOOR ID WIDTH HEIGHT DOOMATR OPERATION LOCATION TYPE FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. WINDOW SPECS V U WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 1O PAIR 6-0" 6-10" FR. WOOD DBL. SWING FRONT ENT. FWH6061 1 PALR ANDERSEN ROUGH ROUGH O 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND REFERENCE OPENING OPENING QTY, PANEL NOTE: N CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS 2 11'-9" 6'-10" FR.WOOD DBL. SLIDING GREAT ROOM FWG120611-4** NUMBER WIDTH HEIGHT REF. \ rn FROM THE DIMENSIONS SHOWN. O ** PLUMBING LEGEND „ „ c O3 111-911 6-10 FR.WOOD DBL. SLIDING GREAT ROOM FWG120611-4 AO G 336 3-0 3-6 1 A U 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE x O4 PAIR 5'-O" 6'-10" 1/2"GLASS OUTSWING STORAGE © P3035 3'-0 1/2" 3'-5 3/8" 2 "B" EGRESS N DRAWINGS UNLESS OTHERWISE NOTED. P PROV. ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED 1 ST FLOOR INTERIOR DOORS ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.S. © AR 251 2'-4 7/8" V-5 3/8" 1 "C" 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL a Z o0 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, \ F.P.C. 3-0" 6-8" STEEL LEFT SWING MECH. ROOM FIREPROOF NECESSARY DRAIN VALVES. DO TW210410 3'-0 1/8" U-0 7/8" 1 "D" EGRESS ¢ N COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE a M CODES. \6 PAIR 5'-0" 6-8" MASONITE DBL. SWING STORAGE ®HB PROVIDE FROST FREE HOSE BIBS. EO TW24310 2'-6 1/8" 4'-0 7/8" 1 "E" EGRESS p' 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO \7 PAIR 5'-0" 6'-8" MASONITE DBL. SWING STORAGE ® S SHOWER HEAD O P3035-2 6'-0 1/8" 3'-5 3/8" 2 "F" EGRESS ` . THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED O 2'-6" 6'-8" MASONITE LEFT SWING STORAGE ®G NEW GAS LINE FOR FIXTURES © P3035-3 9'-0 1/2" 4'-0 1/2" 2 "G" EGRESS rte, rn INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. W \ U 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ISO9 2'-4" 6'-8" MASONITE LEFT SWING BATHROOM #2 HO AR31-3 9'-0 3/4" V-5 1/2" 1 "H" RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB 0-, 10 PAIR 4'-0" 6'-8" MASONITE SLIDING OFFICE lO WR31-2 6'-0 1/8" 2'-4 7/8" 1 "I" aau - civ, FROM THE JOB SITE. O PAIR 5'-4" 6'-8" FR.WOOD DBL. POCKET OFFICE BY"JOHNSON" FLOORING J TW210310 3-0 1/2 4-O 7/8 2 J' EGRESS �� Q a cn O O " 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ���������� �\�� \\ DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 12 2'-6" 6'-8" MASONITE RIGHT SWING M. BEDROOM FLOORING TO BE SPRINGWOOD BAMBOO FLOOR LONGSTRIP CLICK BAMBOO. K T V210410-2 6-0 1/8 5-0 7/8 2 K EGRESS R \oO ` \ \� \.\ STARTING ADDITIONAL WORK. FLOORING TO BE 7.5" PREFINISHED HORIZONTAL CANE. O .. ��\\ 13 2'-4" 6'-8" MASONITE RIGHT SWING BATH #1 L AR31 3'-0 1/2" V-5 1/2" 2 "L" °\16' g off\\�� OR APPROVED EQUAL �� \ 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING O ( ) O \ \\\ PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. M AR31-2 6'-0 1/8" V-5 1/2" 2 "M" mQ \ \\ 2ND FLOOR INTERIOR DOORS O ��`\\\ REFER TO CONSTRUCT DRAWINGS FOR SIZES. NO AR31-3 9 0 1/2 1 5 1/2 2 N \��\ 14 2'-6" 6'-8" MASONITE RIGHT SWING BEDROOM " " " \\\\\\� 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. \ \\ 2\5' 1/4" \ \\\\ O TW2815-2 -6 IN 1 "O" \\�` \� \\ 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK P TW21042-2 6-0 1/8 4-4 7/8 1 P \\ \\ SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. O \\ \ \\ IdALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE TOTAL 24 �\\ PROCEEDING. *THESE UNITES MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF 5.7 SQ. FT., CONSTRUCTION LEGEND : CLEAR ", LE WIDTH 2 AND CLEAR ENABLE OF 24 HEIGHT OF 24 , WHEN APPROPRIATE IATE HARDWARR E (STRAIGHT OR SPLIT ARM) IS SPECIFIED. NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W/ 1/2" COX PLYWD. **IN ADDITION, CW SERIES UNITES OPEN TO 20" CLEAR EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. OPENING WIDTH USING SILL HINGE CONTROL BRACKET. SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD.(SCREWED/TAPED) BRACKET CAN BE PIVOTED ALLOWING FOR CLEANING I I I CLR. PINE 4" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY). POSITION. CW SERIES UNITS ARE ALSO AVAILABLE WITH W A 22" CLEAR OPENING WIDTH. NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. U (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE O RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. 91_2" –9'-2" Z PROV. CEMENT WALL BD. FOR ALL TILE AREAS. K INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND I I W TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT LIJ U.O.N. ALL TRIM SEMI-GLOSS. ®sD BEDROOM n z HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. EXISTING SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. 81-111 SUB FOR TILE AREAS TO BE SCREWED AND GLUED. � BATHROOM W CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE I EXISTING J WATERPROOF ADDITIVE MIXED IN. Ir ® PROV. ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET. 0 COLOR AND TYPE TO BE DETERMINED. C/) ELECTRICAL LEGEND : O NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TODN \� O BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. \ J O NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR 10'-2" 11 I I O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. I I I DUPLEX ELECTRICAL RECEPTACLE 3'-9/' / $FO DUPLEX FLOOR OUTLET. \ // '$GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT T (tsc DUPLEX SEPARATE CIRCUIT RECEPTACLE H I®SD 0 w 0 DN. �I I-0 0 H $ WALL SWITCH \� 3i/ ; 31_311 Z Q $Ds DOOR-ACTIVATED LIGHT SWITCH $ $ Z Z 3-WAY WALL SWITCH 4-WAY WALL SWITCH 0 0 3 4 14 4, CEILING MOUNTED JUNCTION BOX U m U JB 41_51121_GII 2 2 2 �B WALL MOUNTED JUNCTION BOX 0 W_ `7 0 W O RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL 51_/)11 811 O Q W � WT. W E EXTERIOR MOUNTED DOWNLIGHT (1100W) D D Er D L_F.LJ FLUORESENT 2' X 4' LIGHT FIXTURE 10'-5" Ln LL 0 LL LO ZJB WALL MOUNTED DUAL SPOT LIGHT NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT I D O o O OR APP. EQUAL. 51_211 U) co N ®SD U) F CEILING MOUNTED FAN WITH LIGHT — SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED SECOND FLOOR PLAN W w ®SD TO CENTRAL CONTROL BOX. W < T NEW TELEPHONE JACK Ir a: W W d < c CABLE TWCOMPUTER MODEM RECEPTACLE 665 S` 1, , FT, K BEDROOM Ic a: 0. QST STRUCTURED CABLE RECEPTACLE 91_211 9I I _ EXISTING 'L u- z o Z Z U m W W Fr 7.5" PREFINISHED HORIZONTAL = " T CANE BAMBOO FLOORING. 0 0 0 0 w ., SPRINGWOOD "CLICK" LONGSTRIP ;` � 1 a'` " tri,,\ HORIZONTAL CARBONIZED. "%Ff 'r s> �_, "��° ' (OR APPROVED EQUAL.) fr�rl \ _ '`'. D D D D I} t A p U) co 0 IS to O O SCALE: 1/4'1_11011 OFFICE SET DWG. NAME: 4, 1 7,O6 SECOND FLOOR PLAN THESE DRAWINGS AS INSTRUMENTS;OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT,NO REVISIONS,CHANGES,AND/OR MOCQIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHISITEDi BY LAW. A-2 m m m m m m m m m m m m m m m m m m -- -- ®r-------=-----I C� II II IIIC II II I III Im ll III II ` �u mll IIm mIL----II° mil IIm 11"E" °II III II° 5 �, ,� m m m II II °II II° II III II PANEL LEGEND °;I "B" mll III mil I© II II mll III IIm Z (REFER TO TABLE 1609.1 .4) II n mIL - _JIm II III II T O I I II II L __J m l I I I m • mll ,Im mLL----IJ° m m m II III II `/ � (� PANEL SIZEmIL= REF. TYPE AND # OF SCREWS WIDTH HEIGHT QTY' ml N #8 SCREWS @ 12" O.C. Z "B" 4'-O" X 6'-6" 1 HORIZONTAL- 3 VERTICAL- 6 m m m m m m m m m m m m m m m m m m #8 SCREWS @ I.16 O.C. ® r U r---- ----� ® "C" 3'-4" X 4'-4" 2 I I III I I HORIZONTAL- 3 VERTICAL- 4 ISI ISI I� O ` Z D #8 SCREWS @ 16 O.C. 3'-6" X 5'-6" 2 ®II III "G11IIm °Ij jlj H jlll jl® Z N HORIZONTAL- 3 VERTICAL- 5 #8 SCREWS @ 16" O.C. ISI ISI ° EX. RIDGE BEAM "E" 3'-6" X 5'-0" 1 II III I II I i HORIZONTAL- 3 VERTICAL- 4 °II III III II° °L====JiL==__JiL===_Jlm 1 \ II III III II — v " w #8 SCREWS @ 12" O.C. p L_____J L_===_J L _J p m m m m m m m m m IIF.. 7'-O"X 6'-0" 1 Lm–v–m� L m m HORIZONTAL- 5 VERTICAL- 6 EXISTING C.J.TO REMAIN cn cO1v #8 SCREWS @ 12" O.C. W c` "G" 10'-8" X 6'-4" 1 m p m m m –m _m _ m– m m m m m m m p m m m E-I x HORIZONTAL- 9 VERTICAL- 6 mr----------------gym °F=====77® �r=====�1�====_�� 000 -------� #8 SCREWS @12" O.C. I III II 9'-0" 5' X -8" 4 p l I m III II II II I � U � M ® II HORIZONTAL- 9 VERTICAL- 5 ------ I ------ II J °II K III II° I I I ° I I I mll IIm II " III II � � � CLO #8 SCREWS @ 12" O.C. °�_------�I�______—�° \\\� `" �\\`�\`\ II ml III Ilm \ \\\ 9'-0" X 3'-6" 1 m m p m m m m m p I HORIZONTAL- 9 VERTICAL- 3 mll IIm III II 8 \\ �. ' III I I \ I� L_=_ J L_____J L____ J EX. STUD WALLS TO REMAIN EX. STUD WALLS TO REMAIN II II ml -----gym #8 SCREWS @ 12 O.C. ML L______I_ HORIZONTAL- 3 VERTICAL- 4 m m m #8 SCREWS @ 12" O.C. \\\ \�\\\ K HORIZONTAL- 7 VERTICAL- 4 7-O X 5-0 4 \� NOTE: — NEW DBL. 2"X 10' \\ �\ REFER TO A.1 &A.2 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. EXISTING F.J.TO REMAIN 1 Q" \\.\ HDR ABOVE ALL NEW ` . \\\\ WINDOW/DOOR \\��\ \ \' \. \� 1 1/2" #8 WOOD SCREWS OPENINGS. (TYP.) \\o\ NEW DBL. 2"X 10" HDR ABOVE ALL NE!'' 12 12 16 WINDOW/DOOR 1/2" GYP. BD. ALL 6'-0" < PANEL 6'-0" < PANEL 2'-O" < PANEL OPENINGS. (TYP.) EX. OVERHEAD DOOR TO BE SPAN SPAN < 8'-O" SPAN < 6'-0" EXPOSED AREAS. REMOVED, REFRAME WALL AS REO'D TO FILL IN SPACE. SIDING TO MATCH EXISTING. R-21 HIGH DENSITY FOIL NEW 2"X 6"STUD FA. INSU L. (TYP. ALL AREAS) PROV. #1 OAK FL. WALL 1 z PATCH SIDING AS REQ'D. (REF. PLAN FOR LOC.) NEW 2"X 8"STUD WALL R-21 HIGH DENSITY FOIL ALTERNATIVE FOR OPENING PROTECTION SIDING TO MATCH EX. W/2"X 4"STUDS ON FLAT I I PROV. R-30 INSULATION IN FA. INSUL. (TYP.ALL AREAS) TO FRAME DOOR 3/4"CDX PLYWOOD ALL FLOORS & CEILINGS. SUBFLOOR. (TYP.) (TYP. ALL) WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" - EXISTING F.J.TO REMAIN NEW 2"X 10" F.J. @ 16"O.C. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS r , SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. DBL. 2"X 12" v 0 BEAM (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1,4) 2"X 6"ACO ON FLAT. DBL. 2"X 12" NAIL TO EX. CONC. SLAB. BEAM AMOUNT TO BE DETERMINED BY FIELD MEASUREMENTS. FL� ui TABLE 1609. 1 .4 N.LF.> W 0 Z 4"STEEL COLUMNS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS BURIED IN 24"X 24" X 12" P. CONC. FTGS. r n FASTENER TYPE PANEL SPAN < 2-0" < PANEL 4'-0" < PANEL 6-0" < PANEL Lu 2'-0" SPAN < 4'-0" SPAN < 6'-0" SPAN < 8'-0" LEFT SIDE ELEVATION SECTION- 1 1/2" #6 WOOD SCREWS 16 16 12 9 1 1/2" #8 WOOD SCREWS 16 16 16 12 0 cf) I r O NOTE: ALL STRAPPING TO GO BENEATH EXTERIOR SHEATHING. (TYPICAL ALL) O f 1 O V � WALLL STUD (3) 2"X 10'I CONNECTION OF WINDOW HEADER TO EXTERIOR WALL. 2"X6" I WINDOW SIMPSON LSTA18 STRAP WITH WALL HEADER 1- WALL STUD I I (12) 10d FASTENER. tr W 7 — — — — — — — — — — — — — — — — — — — — — —I SHEATHING - - U (3) 2"X 10" ; aj ; CONNECTION OF WALL - - - - - - - - - - - - - - I < Z ' u� SHEATHING TO WINDOW I I- ° WINDOW „ ; 2"X 8" BLOCKING I 2"X6" Z _j HEADER qy,,a HEADERJACK 5 (2) 2"X 4" TOP PLATE STUDS OU m {1 CONNECTION OF WALL I W W bl ' SHEATHING TO 2"X 6" STUDS I CONNECTION OF WALL SHEATHING ��D8 = _ lidl ' I TO STUDS AROUND WINDOW HEADER O w p w JACK I I (EXAMPLE) �- > �- > R S S BRACING STUDS — — — — — . — — — — — — — — — — — — — --- ° W ° W BAND JOIST W � W � CONNECTION OF WALL SHEATHING D5 co U) u- FLOOR FRAMING U) 0 U) 0 TRUSS/RAFTER I I – TO TOP PLATE I TO WINDOW HEADER (RPS4) ( (EXAMPLE) I 2"X 10" RAFTERI ° C O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � co cl)� cm cm r RAFTER BRACING MTS12 STRAP I TWO- MEMBER FLOOR KANT-SAG LSTI22 OR SIMPSON HL35 WITH (7) 1 O X 1 1/2 FASTENER SUPPORT BEAM N SIMPSON LSTA21 STRAP HEAVY-DUTY I TO STUD AND RAFTER. I I I RIDGE WITH (16) 10d X 1 1/2 FASTENER ANGLE BRACKET PILE CONNECTION OF FLOOR FRAMING 3 BEAM (STRAP REQUIRED FOR 16" JOIST I TO SUPPORT BEAM. SIMPSON LTS12 DEPTH OR MEMBERS WITH SLOPId ( STRAP WITH (12) 1 O X 1 1/2" FASTENER j STUD TO STUD OF 7/12 OR GREATER). ® DBL. MICROLLAM I INTO FLOOR JOIST AND SUPPORT BEAM [� CL� (cS6) I ® ® HEADER I BIRDSMOUTH CUT p�7 ° CONNECTION OF FLOOR FRAMING pg 0 0 10d NAILS OR STUD TO BAND JOIST 2" X 10" R.R. I ( LOW END OF JOIST ONLY A�— j LL W Z o 16d SINKERS 4" O.C. HORIZONTAL" O.C. VERTICAL HCEADER ANCHORAGE I (EXAMPLE) (EXAMPLE)TO SUPPORT BEAM. - 1 W w W — — — — — — — — — — — — — — — — — —(LSTA18) - - — - - - - - - - - STRONG-WALL ROOF SHEATING TO "f'' '�r i `�� 0 0 0 0 _ SHEARWALL CONNECTION OF RIGDE D1 CORNER CONNECTION D2 TRUSS I WALL STUD (TYPICAL AT TOP PLATE. EACH CORNER) BEAM TO ROOF RAFTER Al — 1 (EXAMPLE) Al - 1 I I �� :. �"'' - —' W W W U) U) U)}is (EXAMPLE) wALL sTUD � ----Vii;-y'�. ��;� • I � cn co cn cn o _ PROV. 11 7/8" BOX BEAM — — — — — — — — — — — — — – — — — — — — — — — — — — — — — — — Lo Lo I – PRE-ATTACHED AL/ PRE- WITH SILL PLATE TO �"" �' Lo Lo ° FOUNDATION I WALL STUDS �.� ><�� e / O O �C1 2) SDS 1/4 X 3 ° BOTTOM PLATE' C '� E W ASTENERS ° •^ °° m ° USING USP BEARING b 4; c,�' ° O N PLATE FASTENERS I I CLIP ANGLE (BOTH SIDES OF BAND JOIST (n pp aj O (HAPS/LAPS) �- (n N N o 1 SCREW THROUGH CONNECTIWEB DEPTHOMINUS 1/2" = JOIST DOUBLE TOP PLATE I SCALE: < 1' SILL PLATE TO I BRACE AT EACH FOUNDATION FLANGE (BP) I I 8 SCREWS (4 PER LEG1/4"=1'0" TWO- MEMBER FLOOR SUPPORT BEAM SILL PLATE TO 0.75"X 33 MIL ULIF ANUILli PILE---/ CONNECTION OF WALL TO FLOOR FRAMING FOUNDATION PROV. METAL FLASHING METAL HURRICANE I SIMPSON LSTA18 STRAP WITH DWG. NAME: USING USP BEARING AT ALL WINDOWSILLS. I CONNECTOR (12) 10d FASTENER. OFFICE SET BUILDING PLATE FASTENERS (TYP. ALL LOCATIONS) SECTION & (HSPS/LBPS) WALL CONNECTION OF BAND JOIST TO SUPPORT SHEATING s SIMPSON I STRAP (12) 8d X 1 1/2" 4• 7.06 NAILING SCHEDULE METAL FASTENER SCHEDULE X- BRACING D3 I CONNECTION OF TOP 1 1 I D 6 CONNECTION OF WALL 1 I THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: JOIST TO HEADER JOIST p 4 ARE THE SOLE PROPERTY OF THE ARCHITECT.NO A 1 — 1 I (EXAMPLE) A 1 — 1 I WALL PLATE TO WALL STU D. A 1 — 1 TO FLOOR FRAMING. A 1 — 1 I REVISIONS,CHANGES,AND/OR MODIIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION i I (EXAMPLE) BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED IBY LAW. A-3 i — — — — — — — — — J— - - - - - - - - - - - - - - - — — — — - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J NOTE: W CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL U CHANGES DUE TO FIELD CONDITIONS, CLIENT/GENERAL CONTRACTOR REVISIONS WHICH DIFFER FROM THE CONSTRUCTION DRAWINGS. W z � o U OcN , z OU PROPOSED SHED PROV. LIFETIME "GAF"ASPHALT ADDITION ROOF SHINGLES. ` 0 00 G S. (TYP. ALL AREAS) � � N OVER 15 LB. FELT. PROV. "WEATHER z r. ---------- WATCH" UP 2-13" OF ROOF EDGE. Z PROVIDE 51/2"AZEK WINDOW, / DOOR, SOFFITS & FACIAS. 91-511 (TYP. ALL LOCATIONS) 1 PROV. LIFETIME "GAF"ASPHALT -- / ROOF SHINGLES. (TYP. ALL AREAS) 12 / OVER 15 LB. FELT. PROV. "WEATHER 4 V.I.F. I WUW C,\ N WATCH" UP 2-0" OF ROOF EDGE. i E� o 00 { u N M 17'-10" \\\\\ \\T 210410- 1 2815 � \ ��T T PROV. CONT. 6"ALUM. GUTTERS 11 OOLILJ K ALL AREAS) 1 \T\\T\ T s 1 TETT PER �TETT momand \� \' 211-611 \ \\\T EXISTING 10" P303-5---2-- L - A 31-3 35 FWG120611-4** xiixI IL4 00 AR31-2 LAR31 AR31 U � 0 _ Z >- W � W FRONTELEVATION- PROVIDE 5 1/2"AZEK WINDOW, PROV. 6" EXPOSURE CLEAR CEDAR n z PROV. AZEK BEADBOARD FOR ALL SOFFIT AREAS DOOR, SOFFITS & FACIAS. SHAKES " PERFECTIONS" STAINED (TYP. ALL LOCATIONS) 0 PROV. AZEK BEADBOARD FOR ALL SOFFIT AREAS W PROV. 6" EXPOSURE CLEAR CEDAR SHAKES " PERFECTIONS" STAINED LEFT SIDE, ELEVATION- 0 LEVATION0 0 cf) I r O OD PROV. LIFETIME "GAF"ASPHALT O co ROOF SHINGLES. (TYP. ALL AREAS) U OVER 15 LB. FELT. PROV. "WEATHER PROPOSED SHED WATCH" UP 2-0" OF ROOF EDGE. ADDITION PROV. LIFETIME "GAF"ASPHALT ROOF SHINGLES. (TYP. ALL AREAS) � d OVER 15 LB. FELT. PROV. "WEATHER 1 1 WATCH" UP 2-0" OF ROOF EDGE. w w 1 0 z O Z Q Q TW210410-2W TW21 31 TW210310 m m K 3O 3O 0 FW=- UO U 0 0z� 0 0 � o ° off o o � wmwm w wm � 0 � 0 U) U) fr 0 � 0 � 0 mLL 0 w o 0 0 0 (�D 06 ci N NO M TW21041 -2W 24310 3035-3 3035-3N AW31-2 251 21041 O w I ILQ 3 Z 31-3 AR31-3 ;� �. Z Z W W FWG120611-4** f/ t '` ti .:-,t.} I- I- LX14,:` t D D cn 0 (n m0 W LL PROVIDE 5 1/2"AZEK WINDOW, _ co C ter ; — — REAR ELEVATION DOOR, SOFFITS & FACIAS. �� 0 9 (fYP. ALL LOCATIONS) : W O O Q O cn 16 p r r RIGHT SIDE ELEVATION SCALE: 1/4"=1 10" OFFICE SET DWG. NAME: 4. 1 7.06 EXTERIOR ELEVATIONS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR M10DIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 GENERAL NOTES: PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEORGRAPHIC DESIGN CRITERIA e W 1 FAMILY DETACHED DWELLING WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA M TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) W ZONE 1 1 B MAXIMUM MAXIMUM HEATING DAYS = 5750 HEATING GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE Z COINCIDENT WET-BULB TEMP = 73 DEGREEE DAYS : 0 U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM�'2 WINTER ICE SHIELD SUMMER DESIGN DRY- BULB TEMP = 83 FLOOD SNOW DESIGN DESIGN UNDERLAYMENT WINTER DESIGN DRY-BULB TEMP = 6 ZONE 11B LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP. REQUIRED HAZARD 5750 0,45 R-38 R-21 R-21 R-10 R-9,2 FT R-19 DEPTH O \ 0 LON GLAZING U FACTOR = 0.45 ` Z CEILING R VALUE = R-38 VADBEARING VALUE OFMAP # 36103C166 G \ O EXTERIOR WALL R VALUE = R-21 EXPOSURE CATEGORY B SOIL 3,000 PSF U FLOOR RVALUE = R-30 45 PSF 120 MPH B "SEVERE" 12" FOOTINGS MODERATE TO SLIGHTLY TOHEAVY MODERATE ZONE 1 1 B = 11' YES EFFECTIVE DATE: a 0 > N MAY 4TH 1998 TOTAL EXTERIOR WALL SQ.FT. = 2,495 SQ.FT. CLIMATE-SPECIFIC REQUIRED & PROPOSED z USE-16" Z00 TOTAL WINDOW SO.FT. = 369 SQ.FT. PROPOSED MINIMUM NOTES: Z TOTAL DOOR GLASS AREA = 242 SQ.FT. DESCRIPTION x N FENESTRATION AREA = 611 /2,495 X 100 = 25 WWR R-VALUE R-VALUE TOTAL SO.FT.AREA = 2320 SQ.FT. WALL TYPE 1 8" P.CONC. 9' H. R - 10 R - 1O 8" P.CONC. FNDN. WALL ON TOP OF A CONT. FOOTING. u W r2 WALL TYPE 2 2"X6"W.D.STUD R - 21 R - 21 2" X 6"WOOD STUD WALL WITH 1/2" CDX PLY WD. FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONSC, MINIMUM EQUIPMENT PERFORMANCEAIR. W " "' N � WW °� OVER OUTSIDE WALL TYPE 3 2"X4"W.D.STUD R - 13 R - 13 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD �U-FACTOR OR AREA OR E� o 00 ASPHALT 2"X 1 O" DOUG FIR R.R. @ 16" O.C. INSULLATION UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA �'I ; CQ °` MINIMUM ROOF TYPE R - 38 R - 38 DESCRIPTION R-VALUE U - FACTOR X AREA = UA U EQUIPMENT CATEGORY EQUIPMENT CATEGORY SHINGLE GAF TIMBERLINE LIFETIME ROOF SHINGLE. DESCRIPTION O M PERFORMANCE ROOF R-38 0.31 2240 SQ.FT. 695 \\; �nmmu\\\\ FLOOR TYPE 2 X 10 R - 30 R - 21 2 X 10" DOUG FIR F.J. @ 16 O.C. BASEMENT WALL 2' R= 10 0.56 206 LIN. 115.4 ��� OIL-FIRED STEAM AND \g\ DOE 10 CFR PART 430 o b,d. INTERIOR FLOOR R-30 0.31 1655 SQ.FT. 513 HOT WATER BOILERS AFUE 80% FLOOR TYPE 2 X 10 R - 30 R - 21 2 X 10" DOUG FIR F.J. @ 16 O.C. UNHEATED SLAB 4 R= 4.5 N/A 995 SQ.FT. N/A \ SUBPART B, APPENDIX N. < 300,000 BTU/H. EXTERIOR WALLS R-21 0.31 2495 SQ.FT. 774 \\ CEILING TYPE 2"X 8" N/R N/R 2" X 8" DOUG FIR C.T. @ 16" O.C. \ `\IN \\ TOTAL PROPOSED UA 122.36 \ SLAB 4" P.CONC. R - 9,2 R - 9,2 4" P.CONC.SLAB ON COMP. FILL W/W.W.M. 6 X 6 REINF. TOTAL AREA 6607 SQ.FT. \� o\ ORN \ � o\ ` ` \,11011 g WALLS, WINDOWS, AND DOORS DESIGN CRITERIA m \ \ \ . HEATING & COOLING REF. TABLE R301 .2(2) �� INSUCCATION DESCRIPTION \\\\\ \\\\ \ CRITERIA ZONE 1 1 B R-VALUE U - FACTOR X AREA = UA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) DETACHED ONE FAMILY WALLS. WALL R-21 UO=0.14 1884 SQ. FT. 264 WOOD FRAME CONSTRUCTION ZONE ROOF > 30'- 40° X 1.53 ROOF > 30' - 40° X 1.53 WIND SPEED MODE : HEATING OR COOLING 0.14 WINDOW R= ,3/SQ.FT. 0.35 369 SQ.FT. 106 ROOF CEILING 0.031 DOOR N/A 0.35 242 SQ.FT. 85 3 23.7 36.3 -30.3 -46.4 120 M/HR UNHEATED SLAB ON GRADE 4.5 TOTAL AREA 2495 SQ. FT. BASEMENT WALL a,b, 0.1 Lu V CRAWL SPACE WALL 0.06 Il 0 GENERAL FLOOR PLAN NOTES NAILING SCHEDULE DESIGN CRITERIA Z �- REF. TABLE 1609.6.2. 1 (1 ) ui w 1. DIMENSIONS SHALL TAKE PRECEDENTOVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST& PAPER ASSOCIATION MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH Q Z CONNECTION FASTENING SPACING ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. NO WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS ♦ ^ TAPE, FLOAT, AND SAND (3 COSTS). COMMON VELOCITY DIRECTION ANGLE V ) 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAILED)@16" O.C. 38d PER RAFTER END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER OVERHANG REQUIRES 2 LAYERS OF 5/811, FIRE RATED GYPSUM BOARD 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 38d PER JOIST WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR ui 4. ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.7) EACH LAP ROOF ROOF ROOF ROOF ZONE ZONE RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. 4 CEILING JOIST LAPS OVER PARTITIONS TRANSVERSE 30°<ANGLE < 450 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 (FACE-NAILED) t(SEE TABLE 3.7) EACH LAP s 120 4 GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.4) PER LIE 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27. -15.6 -19.1 -12.1 -41.1 -32.7 0 6 BLOCKING TO RAFTER (TOE-NAILED) 2-81D EACH END rn Q 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C. ALL OTHER FRAMING MATERIAL 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END V / J TO BE #2 DOUGLAS FIR OR BETTER. 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT 00 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 OTHERWISE SPECIFIED. 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. MIN. REQUIRED PROPOSED NET GLAZED OPENABLE 0 USE MIN. REQUIRED PROPOSED USE SQ.FT.OF AREA LIGHT,SQ.FT. AREA% 0 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O/C FOR ALL DIMENSIONAL SLOPE HT./FURED HT. SLOPE HT./FURED HT. AREA% VENT,SQ.FT 11 HEADER TO HEADER (FACE-NAILED 16D 16" O.C. ALONG EDGES LUMBER FLOOR JOISTS. ) KITCHEN 50 SQ.FT. 165 SQ.FT. N/R 716" 8'-0" 8'-0" KITCHEN 165 SQ.FT. 376 SQ.FT. 35% 261 SQ.FT. 32% co 5. FLOOR CONSTRUCTION: 3/4"TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. DINING ROOM 70 SQ.FT. 17$ SQ.FT. N/R 716" N/R 81-0.1 DINING ROOM 178 SQ.FT. 376 SQ.FT. 20% 261 SQ.FT. 20% 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED. 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST GREAT ROOM 70 SQ.FT. 460 SQ.FT. N/R 716" N/R 81_011 GREAT ROOM 460 SO.FT. 376 SQ.FT. 92% 261 SQ.FT. 92% ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-16D PER FOOT M. BEDROOM 70 SQ.FT. 114 SQ.FT. N/R 716" N/R 81_0" M. BEDROOM 114 SQ.FT. 55 SQ.FT. 33% 55 SQ.FT. 33% 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. BATHROOM #1 N/R 36 SQ.FT. N/R 716" 8'-0" 8'-0" BATHROOM #1 36 SQ.FT. 11 SQ.FT. 27% 11 SQ.FT. 14% 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END OFFICE N/R 45 SQ.FT. N/R 716" N/R 81_0.1 OFFICE 45 SQ.FT. 9 SQ.FT. 35% 9 SQ.FT. 32% 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. BATHROOM #2 N/R 53 SQ.FT. N/R 716" N/R 8'-0" STORAGE 45 SQ.FT. 36 SQ.FT. 92% 24 SQ.FT. 92% 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK STORAGE N/R 45 SQ.FT, N/R 7-6" N/R 81_0" MECH. ROOM 53 SQ.FT. 352 SQ.FT. 33% ° 352 SQ.FT, 33/0 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST MECH. ROOM N/R 53 SQ.FT. N/R 716" N/R 81_0" BEDROOM #1 200 SQ.FT. 36 SQ.FT. 27% ° 36 SQ.FT. 14/0 GENERAL ELEVATION NOTES 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-81D PER JOIST BEDROOM #1 70 SQ.FT. 200 SQ.FT. N/R 7'6" N/R 8'-0" BATHROOM #3 62 SQ.FT. 12 SQ.FT. 33% 12 SQ.FT. 33% 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST BATHROOM #3 N/R 62 SQ.FT. N/R 7'6" N/R 81_011 BEDROOM #2 214 SQ.FT. 24 SO.FT. 27% ° 24 SQ.FT. 14/0 1. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT BEDROOM #2 70 SQ.FT. 214 SQ.FT. N/R 7'6" N/R g'_p" CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS 8D (SEE TABLE 3.8) PRACTICES. 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS. 23 DIAGONAL BOARD SHEATHING 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. 1"X 6" OR 1"X 8" 2-81D PER SUPPORT 1"X 10" OR WIDER 3-81D PER SUPPORT GENERAL PLUMBING NOTES 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 25 STRUCTURAL PANELS 8D (SEE TABLE 3.8) O 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 26 FIBERBOARD PANELS W SAFETY REQUIREMENTS. D 2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE/6" FIELD Ln EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER 25/32" 8D 3" EDGE/6" FIELD W W W 0 GENERAL HVAC SYSTEM NOTES 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD T x � 0 Ir (r Z 28 HARDBOARD 8D (SEE TABLE 3.9) 00 0 (� O 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS 8D (SEE TABLE 3.9) Z Z m coD SAFETY REQUIREMENTS. 30 DIAGONAL BOARD SHEATHING W W W 2. HVAC SUBCONTRACTOR TO FULLY COIORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 1"X 6" OR 1" X 8" 2-8D PER SUPPORT H �j � U U F- 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL � t�� �� 1"X 10" OR WIDER 3-8D PER SUPPORT b �;�,., "{:e ��• 0 0 0 _W 0 _W CONTRACTOR, OWNER, AND EQUIPMENT'SUPPLIER FOR FINAL REVIEW AND APPROVAL. �� / 0 0 0 > o w ; 1 `` �a W W ` � D D D D !'8tn" -. '.� 0' W W W W Q f D D Djr Dp: 31 STRUCTURAL PANELS AY 0 0 1" OR LESS 8D 6" EDGE/ 12" FIELD "''' _ _ 0 _ 0 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 GREATER THAN 1" 10D 6" EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING �' D Q Q Q 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. `� D N It 1"X 6" OR 1"X 8" 2-8D PER SUPPORT .,• "�•'' =y fl�,'�=,.. -'r N N N 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. � r N 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. 1"X 10" OR WIDER 3-81D PER SUPPORT SCALE: 4. MINIMUM OF 5.0 SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS. 1/4"=1'O" 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE DWG. NAME: WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE OFFICE SET 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, ENERGY (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). SHALL BE USED TO MAINTAIN THE LOAD PATH. 4. 1 7.0G 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF VV CALCULATIONS 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT. NET CLEAR OPENING REQUIREMENTS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. BY THE ARCHITECT. ANY REPRODUCTION IN PART A-5 OR WHOLE IS STRICTLY PROHIBITED BY LAW. e � W FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT STRAP CONNECTION REQUIREMENTS CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATIONWALL-TO-FOUNDATION) ~� z O PRESCRIPTIVE DESIGN TABLE 3.3,AALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) 90 100 11 O 120 PRESCRIPTIVE DESIGN TABLE 3.313 ALTERNATIVE TO TABLE 3.3 U L S U L S U L S U L S 1/2"ANCHOR BOLTS (AMERICAN FOREST & PAPER ASSOCIATION) 90 100 110 120 O CONNECTION: NUMBER ROOF SPAN I I I FASTEST-MILE WIND SPEED Z STORIES:OF (FT) REQUIRED CAPACITY OF CONNECTION (LBS)''2'3 (MPH) FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS OU (IN.) (FT.) END OF 1-1/4" X 20 o 90 100 110 120 GAGE STRAP' 20 58 * 681 264 * 681 206 * 681 291 * 681 O Z 3 _, 24 89 325 260 358 12 2 3 3 3 \ Z SILL PLATE TO RAFTER/ FOUNDATION 2 28 119 386 314 426 CEILING JOIST (FT) M SPACINGI (IN.) BOLT \ W U M WALL HEIGHT 16 2 3 3 4 d x N A IN (IN.) a (CRAWL B SEM NT) O R 32 149 •A• 447 •A• 368 •A• 493 20 3 4 3 4 ,. ` CODES. 36 179 509 422 561 16 24 3 4 4 5 \ w 24 58 43 421 12876 421 206 13 421 291 254 421 16 g 3 3 3 3 28 3 4 4 5 W \ U N WALL BOTTOM PLATE TO 28 89 170 260 358 10 3 3 4 32 4 5 5 6 \ o \, \ FOUNDATION 36 4 4 5 7 u Ga N 2 32 119 211 314 426 O i 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS. U4 = CONNECTOR UPLIFT LOAD. p' cn 149 N • 253 N , 368 N • 493 2 \\\\`\\\\\`\\\\ (SLAB-ON-GRADE) 36 WHEN CEILING JOISTS ARE INSTALLED PARALLELTO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL 4 _ �.': \ •..� L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) \\\ 179 294 422 561 3 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED - �� �'� , S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) �\��loh TO A 2 X 6 TOP PLATE. f�\'\� \ U = CONNECTOR UPLIFT LOA©. ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 \ \\\� L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT \� CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE \�\ S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) (CREASED BY 1 NAIL AT EACH END. gumm, 2 FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS,THE TABULATED NUMBER \ \ \\ * ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. \R m OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH �\\ \ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). �\ ", z FULL WALL ABOVE. �� TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT \\ LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 3 TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH 8D NAILS SPACED 6" AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. FASTEST MILE WI N DSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST& PAPER ASSOCIATION V 90 100 110 120 U 0 RAFTER/TRUSS ROOF SPAN L° S LyL" S LU' L° S U' L° S z SPACING (IN.) (FT.) ' I REQUIRED CAPACITY OF CONNECTION (LBS)''2'3 W W 12 193 191 280 264 235 280 341 284 280 427 339 280 21-611 Q Z 16 2 325 421 526 20 282 386 500 626 3' U) 16 24 327 447 580 726 0 28 371 509 660 826 5' O 5' 32 416 570 740 927 if 36 461 632 820 1027 0 U' = CONNECTOR UPLIFT LOAD. 31-111 O L` = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) -------- 31-21 1Q Q D( _ J S = CONNECTOR SHEAR LOA . (PERALLEL TO THE WALL) /1� O ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). -r• 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT O .L LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 3 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION O D CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. O " TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. r ) W I v SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8"ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) BATHROOM 1 BATHROOM 2 90 100 110 120 90 100 110 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) I SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 36 I I I 32 19 28 I WALL PLATE TO FOUNDATION* 1-3 STORIES j (SLAB-ON-GRADE) 6 3 36 57 I I I I � 3 3.. U = CONNECTOR UPLIFT LOAD. N L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) j EXISTING S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) I BATHROOM * ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. i AS TO REMAIN W w W ' ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). L>LI W> D 2 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT w 0 IN ACCORDANCE WITH SECTION 3.4.4. 0 Z 3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT i C.O. 0 0 Q IN ACCORDANCE WITH SECTION 3.4.4. I _ Z Z m m SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFTS 0 0 0 _ w w w OC w PRESCRIPTIVE DESIGN TABLE 3.213 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) i B.SINK i B.SINK ; t D D D m D Cr W. C. WASHER DRYER `-t ``' _•`� Y, M M Co O O W.C. — I 1/2"ANCHOR BOLTS 5/8" ANCHOR BOLTSLo I TUB .k n Lo In O (0 O O c0 O FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 2 I 2" 3 __ --- D I I N N � 4„ I 4.. 2• 2„ U) 06 � O (V 90 100 110 120 90 100 110 120 SCALE: 4.. BATH 1 1/411 = 1'-O" ANCHOR BOLT MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING: SPACING (IN.) SPACING (IN.) — OFFICE SET DWG. NAME: 1/8"SLOPE PER 1' PLUMBING SILL PLATE TO FOUNDATION* C4"TRAP 4. 1 7.06 RISER (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 TO EXISTING DIAGRAM APPROVED SANITARY WALL PLATE TO FOUNDATION 1-3 STORIES SYSTEM THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: 40 33 28 25 51 42 36 32 ARE THE SOLE PROPERTY OF THE ARCHITECT.NO PLUMBING RISER DIAGRAM (SLAB-ON-GRADE) TOILET, BATH AND REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION SHOWER SPACEDN .T.S . BY THE ARCHITECT. ANY REPRODUCTION IN PART A-6 N •T.S • OR WHOLE IS STRICTLY PROHIBITED BY LAW. SCALE: 1 /2" = 1 '