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Home My WebLink About34844-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34364 Date: 05/21/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2460 ALBERTSON LA GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 52 Block 4 Lot 1.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 9, 2009 pursuant to which Building Permit No_ 34844-Z dated JULY 9, 2009 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 ADDITION WITH WOOD ENTRY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MARGARET GUARINO/JOSEPH CARUSO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3011512 12/07/06 PLUMBERS CERTIFICATION DATED 05/14/10 JOE WHITECAVAGE AuVa7n d Si ature Rev. 1/81 Form Nd.'6. TO'VN-OF QUTHOLD'-BUIMDING.DEPARTMENT D E .C _ V - TOWN I HALL- - 5-180Z . . ..JUL' 2 2009 ' APPLICATION:FOIL CERTIFICATE OF.OCCUPANCY. BLDG:'DEPI. fllhh application must be filled in by typewriter or ink and submitted to the..Builduig Dep Tor uew bitilding:or'new use: -1. . Final survey of property with accurate location of all buildings;property lines;.streets,and unusual natural or ' ::topographic features:. 2: Fiiiai Approval from llealth Dept.:of water supply amd:sea�irerage-disposal:(S-9 form). . 3. 'Approval of electrical iustallati;n from Board of Fire:Undeiv ters._ .. 4. . Sworn`stat�mgnt fiom plumber ceiti'fydiig that'the sober used iti system contains less than?J10.of t%.lead.: -5 JCommercial:buading,lindusWil building•multiple residences and similar buildings and;installatiions;,a certificate of.Code Compliance:from.arel tect:or-engineer responsible for.the:.building. 6. Submit t'laiiniu Board. val of rom feted site fan g; APpro P p refit irements: D For existing buildings:(pnor to Agrii.9,195`�non-confor;nTg.uses;or buildings and"pre-existiug"'.laud uses; I. . Accurate survey of..propeyoingaprpeth a ortopographichw y . r ,. g . r ; •. - 2.. t� properly coinpleted'appicatioirond cgnsent tv.inspect.signed by the applicant:If a Certificate.of Occupancy.is ddoied,:the Building Inspector shall.state,the reasons therefor in writing t6the applicant. : C. Fees . . . 1:, Certificate:of Occupancy=�Tev�i dwelTi:ng$25 0U,Additions to dwelling:$25.00;Alterations io dwekling$25.00' Swiinrcung.pool$25:0a,'Accessory building$!M.0,Additions to accessor 'Wilding$25.00,Busuiesses$50.00;' :2:' Certificate of Occupancy'oi Pre-existing Build uig- $l OQ.0.0 3..' CopyofCertificate.:ofOccupaney 4: .Updates Certificate o.f Occupancy- $50.40 S. Teinporary pertificatc of Qccupaney-Residential$15.00,Coinmereial$15.00 Date. Q P.`ZZ,4 New.Construction: Old or Pre-existing Building:.• liffieck one) . . Location of Property:¢�. �iL O Jr House No. Street Hamlei. Owner or Owners.of Property � 'G�l AeCT -V lL l it l D C o ' Suffolk County Tax-Map No;1000;.Section S ,Z Block O: ¢ Lot �. .. Subdivision. ubdivision 6�L Filed Map. ::Lot: ; Periiiit-No. 57V-- Date of Permit: Applicant: J D 9 ;e ! Z �4.. Health Dept-Approval:` _ Underwriters Approval: . Planning Board Approval:. . Request for: ` Temporary Certificate: ` . Final.Certificate: - :. (check one) Fee -Subinitted: $. �G'� ��-� . • ApPlick Si - ature. f. Ili l� LI�C.fC.fC.nCJ@.PC.1MI�rJ�C.I@J�C.@1�CPL@.�CJAL.fC.PLI@PC.I�C.I�C.I�Ll�CJ�C.I�rJ@.I�CJ�C.ICJ�CJ�C.I�LI�CJ�L:II�CJ�LI�LI�C.I�C.Il.I�CJ�CJ�GJ�C.lC.I�rJ�CPCJ�C.I�CPCJ�CPCJ�Ll�C.1L3PLPLLfCPCJ� l� 5 BY THIS CERTIFICATE OF COMPLIANCE THE I 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 ,� 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 ` 5 5 5 Upon the application of upon premises owned by I5 5 5 JIM SAGE ELEC. INC. JOE CARUSO 5 Cj PO BOX 38 2640 ALBERTSON LA 5 5 GREENPORT, NY 11944-0038, GREENPORT, NY 11944 5 C5 i 5 Located at 2640 ALBERTSON LA GREENPORT, NY 11944 5 5 Application Number: 3011512 Certificate Number: 3011512 5 ,L5 pP c5 �� 5 Section: Block: Lot: Building Permit: BDC: NS37 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,addition,Outside,Attic, LSJ r e- 5 l 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 7th Day of December,2006. �j I C5 Name QTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 1 5 Sensor 1 0 Carbon Monoxide 5 i' Sensor 2 0 Smoke 5 Appliances and Accessories 5 i Exhaust Fan - 1 0 F.H.P. 5 5 Panels 5 'I 5 1 60 18 � Wiring and Devices� C5 Outlet 25 0 Fixture c I Cj Fixture 24 0 Incandescent 5 5 Fixture 1 0 Flourescent 1 Outlet 27 0 General Purpose 5 5 Receptacle 17 0 General Purpose 5 5 Switch 14 0 General Purpose rCj 5 Dimmers 3 0 5 j 5 Receptacle 4 0 GFCI 5 5 seal 5 1 of I _ 5 - 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ; 5 5 o ��Ln��LPr'rP� o E E � d � Qfso�r To 11 A x Telephone(631)765-1802 54 in> � 2 2010 41 Fax(631)765-9502 PO.B x1179 • Southold,I 4ew &rk 1191to.09pT. Q TOWN OF.SOUTHOLO CoU �� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �'{ 2 P l p Building Permit No. Owner: Jt-f�(shOFr�..-�,��D (Please print) Plumber: J ak U-+,rftLa ✓� K Q (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of l%. lead: (Plumbers Signature) Sworn to before me this day of A!,:i, 20/ Notary Public, County R� � L"OCif Nota,�y P0"14-5� to of New York Nb:4831950,'Suffolk Counttyy .jai=-3Wotr fxpires'�Allay 31,20 L o��g�FFO(,�coG c� y� _ . N Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�f�l Telephone(631)765-1802 Southold,New York 11971-0959 BbILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /25 ��CI Building Permit No. 9 Owner: 30's:ef h Ca S t� (Please print) Plumber: � ✓� V�/� ��' (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 6fore me this,/,,,, , � day of 20� Not Public, County JANET E.STAPLES Notary Public,State. Newibrk No.4831949 Suffo Counttyy" Commission Wires�Juty 31,967 �1,9b 9 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. 34844 Z Date JULY 9, 2009 Permission is hereby granted to: MARGARET GUARINO 2460 ALBERTSON LA GREENPORT,NY 11944 for CONSTRUCT ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 31983 . at premises located at 2460 ALBERTSON LA GREENPORT County Tax Map No. 473889 Section 052 Block 0004 Lot No. 001 . 003 pursuant to application dated JULY 9, 2009 and approved by the Building Inspector to expire on JANUARY 9, 2011 . Fee $ 150 . 00 Authorized Signature ORIGINAL 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 COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31983 Z Date MAY 9, 2006 3 V�-y Permission is hereby granted to: MARGARET GUARINO 230 EAST 18TH ST NEW YORK,NY 10003 for CONSTRUCT ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP29594 . at premises located at 2460 ALBERTSON LA GREENPORT County Tax Map No. 473889 Section 052 Block 0004 Lot No. 001 . 003 pursuant to application dated MAY 9, 2006 and approved by the Building Inspector to expire on NOVEMBER 9, 2007 . Fee $ 150 . 00 Autho i ed ature ORIGINAL 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 COMPLETION OF THE WORK AUTHORIZED) -� 31q �6- PERMIT NO. 29594 Z Date JULY 22 , 2003 Permission is hereby granted to: MARGARET GUARINO 230 EAST 18TH ST NEW YORK,NY 10003 for CONSTRUCT ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2460 ALBERTSON LA GREENPORT County Tax Map No. 473889 Section 052 Block 0004 Lot No. 001 . 003 pursuant to application dated JULY 21, 2003 and approved by the Building Inspector to expire on JANUARY 22 , 2005 . Fee $ 150 . 00 Autho ize, Si re ORIGINAL Rev. 5/8/02 765-1802 BUILDING DEFT. INSPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE D� �9 a3 INSPECTOR ��•v� 7rs-1802 LDING DEPT. SPECTION FOU ATION iST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REM RKS• A� �l dam!LSSsuS DATE G� � INSPECTO M.iaox BUILDING DEFT. INSPECTION [ ] FOUNDATIO iST UGH PLBG. [ ] FOU 710N 2ND [ ] INSULATION [ RAMING J [ l FINAL [ ] FIREPLACE CHIMNEY REMARKS: C/tea �'Ze DATE � b � D�INSP M-sso: BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] R G11 PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC 8 CHIM 1 Y REMARKS: � � Al oll z7 DATE `0 /,:�V 6e/) 3 INSPECTO 76s-iso2 BUILDING DEFT. INSPECTION [ � FOUNDATION iST [ ROUGH [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING [ ] FINAL [ ] 7K ,: CE 8 CHIMNEY RE ce: DATE L � INSP 0 765-1802 �y BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING AL [ ] FIREPLACE & CHIMNEY REMARKS: /�4zD Ze� JA= DATE �� INSPECT �pF SO(/l�, � O O�ycoul V,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 1 114SSULA ION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS- To- DATE INSPECTOR my lam% /r tl_•�� _ �i�i�� ' �'1 02 INSULATION ODE STATE ENFRG�y CODE Sri - - AI Mp ZI .w 4 1� ►� - 11 TOWN OF SOUTHOLD 3Y BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT, Do you have or need the following,before applying? TOWN HALL °; Board of Health SOUTHOLD,NY 11971 3 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. 22 Trustees Examined ,20 7 Contact: Approved ,20_1�—, Mail to: AIt �JC Z Disapproved a/c 096 60( 933 C41)nHy6.0 Phone: Expiration �i�/ ,20� _ ----------_.. BuildW g Inspector j APPLICATION FOR BUILDING PERMIT .; 8 2003 Date �J? , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to 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•Irispector may authorize, in writing,the extension of the permit for an addition sik months.Thereafter, a new permit"shall be required. APPLICATIONN 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. Si ature of applicant or nam ,if a corporation) viz 4& _ ivy (Mailing address of applicant) State whether applicant is owner, lessee, agent; archite , engineer, general contractor, electrician, plumber or builder Name of owner of premises Josp:IaH (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: , 7-4 6 0 A , o-,o House Number Street Hamlet County Tax Map No. 1000 Section s2 Block,.: '0; Lot �. Subdivision Filed Map No. .Lot (Name) f 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'y zg Ag 5 / 'tar,AJI741-c b. Intended use and occupancy �Sfey6 c,,r 5-iltf/L ►k -2fE .5no r'.y 77.--L 3. Nature of work(check which applicable): New,Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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. ,SvleVE 7. Dimensions of existing structures, if any: Front 5EO R r Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories y 8. Dimensions of entire new construction: Front Near Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1, 4-0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-X— 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO S 44 a 4001eTJc✓ 14. Names of Owner of premisesJo- P h CAEvJ o Address Phone No. 4-77 r 3(0 3 Name of Architect RAx C ScHa.A2 z_ Address Phone No .734 41 S— Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal,wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale;with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 (Contracto ,Agent orporate 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 tobefore me this ,rday of Jucv 200-5 Notary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC, State of New York No.01 B06020932 Qualified in Suffolk Count Term Expires March 8,20' MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:07/16/03 TITLE:Caruso-Guarino House Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U factors,describe features: #Panes Frame Type . Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U factor:0.500 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: 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 and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness forHVACPipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) O,�'pf SOUlyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(63.1)765-9502 P.O.Box 1179 Southold,New York 11971-0959 yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 7t", 2009 FIRST NOTICE Margaret Guarino 2460 Albertson Lane Greenport, N.Y. 11944 RE: 2460 Albertson Lane (Alterations) SCTM: # 1000-52. -4-1.3 Dear Ms. Guarino, Please be advised that your Building Permit # 31983 issued May 9th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $150.00: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT oF so�ryol o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 �Q oly�4Um,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 2nd,2006 Margaret Guarino 230 East 18th Street New York, NY 11003 RE:2460 Albertson Lane S.C.T.M. #052 0004 001.003 Dear Ms. Guarino, Please be advised that your Building Permit#29594 issued July 22"d , 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of$150.00. At that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. K. Miller Clerk Typist *pF SOUr�,o Town Hall Annex l Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Vs Southold,New York 11971-0959 0 a� �y�OUNTY,Nc`� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 7t", 2009 FIRST NOTICE Margaret Guarino 2460 Albertson Lane Greenport, N.Y. 11944 RE: 2460 Albertson Lane (Alterations) SCTM: # 1000-52. -4-1.3 Dear Ms. Guarino, Please be advised that your Building Permit # 31983 issued May 9th, 2006 has expired. According to the Code of the Town.of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $150.00: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT *rif SOUI��I 0 Town Hall Annex J Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • O Southold,NI'11971-0959 'Q � �ycOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD May 13, 2010 Margaret Guarino 2460 Albertson Lane Greenport, NY 11944 �ef trte ica cpa p fsutd citect or wn.r po n b e foun eme t O TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: !�tApplication of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34833-Z additions and alterations WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL , r I � . J' I � I � I"- I ' I ' I I I I I • I I � I � I � I II II -- I'1" r" ULTIPLE SECTION ASSEMBLY: I I I I 1/4'THICK BOLTS @ 2'OC II II I II II I I II II I I II I II I I-' II II N.T.S. FOR PANEL SPANS: I I I I I I 4'OR WIDER SPAN 23/32-APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4-) II II 2x4 STRONG-BACKS @ 24-OC I I I I ASSEMBLY: 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 12-O.C. I I 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ 19" #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16-O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10xl-1/2 (WI WASHERS) MACHINE BOLT @ 12-O.C. 6,1-v�2 WINDOW / DOOR SCHEDULE BELOW TO BE USED WITH DESIGN-PRESSURE UPGRADE KITS (INSTALLED)AND HIGH-PERFORMANCE INSULATED GLAZING ALL OPENINGS TO BE USED WITH IMPACT-RESISTANT GLAZING OR WITH DEBRI PROTECTION ALTERNATIVE (GLAZING PROTECTION TO BE DECIDED BY OWNER. DESIGN-PRESSURE KIT REQUIRED REGARDLESS OF DEBRI PROTECTION) SYM ZONE MANUFACTURE CAT.-NO. DESCRIPTION UNIT'AREA ROUGH CLEAR OPENING GLAZING. U-VALUE MRH MIN.DP UNIT DP NOTES S.F. OPENING I S.F.(EGRESS) S.F. REQUIRED DH 16-99 52>e5-51 4P.6 4 12.031Z4•Z -ZG-y o lof uf6Agve 15 „ , .l w t o -2.v - 2.0 7 -3t. o nio ur64A49,6 G " 08 T 30 1'94A15&A4 5. 576 -2>,/-7 19 1511 .0 ZS. - L •1 30 l/P v " O. 00 .O -3' .7 30 pp vll j2 DEBRI PROTECTION ALTERNATIVE AS PER SECTION 1609.1 N.Y.S. RES. CONST.CODE FASTNER PANEL SPAN 2 FEET<PANEL 4 FEET<PANEL 6 FEET<PANEL WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' TYPE <2 FEET SPAN<4 FEET SPAN<.6 FEET SPAN<8 FEET AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR 2-1/2•#6 OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS WOOD SCREWS 16 16 12 9 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT 2-1/2#8 HARDWARE PROVIDED. 11WOOD SCREWS 16 16 16 =12 ROOF 47e ROOF VENT 4 ATTIC 11/4 11/2 11/4 1112 11/4 11/4 - 3 SHOWER SH WER SECOND FLOO 11/4 3 3 3 11/4 C.O IC.O. KIT( HFN BATH 1 3" 11/4 4 11/2 11/4 04 3 F.A.I. D.W SIN . SHOWER FIRST FLOOR 2 1 114 3 2 RASFMFNT [1114 11/4 04 W.M SIN BASEMENT 11a 1112 C.Ol 4'C.i. TO APROVED SEPTIC SYSTEM HOUSE SLOPE" " PER FOOT PITCH TO TRAP DRAIN PLUMBING SCHEMATIC N.T.S. NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC D IGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MP eismic Design C egory:B Weathering: Severe Frost Depth:36" Termi :M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED `C FULL FRAMING DESIGN ELEMENTS�/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONStaZ/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS&N EGRESS 5.7 S.F.'/N LIGHT 8%:�/N VENT 4%: Y� N NAILING/CONSTRUCTION SCHEDULI N MEANS OF EGRES S A N / - PLUMBING RISER DIAGRAM(5//N LOCATION OF FIRE PROTECTION EQUIPMENT�/N TRUSS DESIGN: Y/� /V r CERTIFICATION: Y/OT ENERGY CALCS: Y/N TOTAL COMPLIENCE&N (RETURN TO PAGE ONE) . BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ' k�l /03 APPLICANT: ,,,) DATE SUBMITTED: /I%/03 SCTM#DISTRICT: 1,000, SECTION: 5Q , BLOCK: , LOT: 1 3 SUBDIVISION: ADDRESS: �,IEtGO f1ci2aeic . CITY: �e��,�-oc� ZONING DISTRICT: Ac CONFORMING? •Yt:S BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP 54)9 -Z/C/O Z-,Zg la , INFO tot). /BPaS9066_-Z/C/O Z- , INFO AcGg cp_-n. BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8 REQ. LOT SIZE: 6OtL ACT. LOT SIZE:dA4 o REQ. LOT COV. o?p'�d ACT. LOT COV. REQ. FRONT 6o PROP. FRONT REQ SIDE p . ACT. SIDE REQ. REAR_ n� PROP. REAR ,% REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: �a -� �' F-b ESTIMATED PROJECT COST:LCRIPTION: - '�ARCHITE NGINEER: WATERFRONT? �_D PANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or Q2AED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Yore-) —@ NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE_ / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o O DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): Y S or NEW YORK STATE CODE COMPL NCE (SEE.PAGE 2): S or NO NOTES: AC�e ?'2? 02— C FEE STRUCTURE: FOUNDATION: 9C(Q SF FIRST FLOOR: `me) SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL 1 TOTAL: SF FEE FEE FEE a 1. SF)- ( ��SF)= SF X $ =$ +$ +$ =$ I 2. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ - FINAL T : $ � SURVEY OF PROPERTY SITUATED AT ARSHAMOMAQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-52-04- 1 .3 SCALE 1 "=40' FOUND OCTOBER 9, 1997 CONC. MON OCTOBER 29, 1997 SET STAKES APRIL 7, 1999 ADDED FLOOD ZONES O JUNE JANUARY 24,1999 DER 20000FINALLUSUION R SURVEY SURVEY VO M°N' N n 5 S' Co 0.�_o wpp0 t/��,s* AREA = 52169390a 92 sq. ft. c. RE 1N5 OF eo` MP S.C.D.H.S. No. R10-97-01 68 N/0/F TINA �TRA OF w°p05 °Ne°x p r � & ItA EOGE c� Oc.V *0 00 ,1.0 5�p0 PKE tN+K x r s a n« T ,, E w- Off! i ,^+pT•r+r •v^yn q^�. .v �'h.v,.'r h ar�M'T'R ;r , r STEP C WO'° -Ino a 2 8 �• / CESSPOOL \ ? 3 �L n jq"1' ` ^�' V�� // •� (.ice ;t:'.. _-ter. ..' d [L-). (^ �33.522 T�.n � -v SEPTIC T ,.. ,. ...�.�. .�,x ,..+,V✓.�. a " ♦�O �1^O / ANK y O lo. 4 ' �T [isC^�:a �°,�.:;��v..',i. �t 1-i rrrlll 0��/ �oo� ' • ICj°ND NG �SEEP i-� / b N t,4 r .: f.�r' �' p�`rcu;i � i.,:C•i' i (ti e/+. . /1 /J a 0. n L o x-Co Ln O W �L ��•� •...G 0 m O, 0 m 1 O `� 4 I OAZ oll m I 'r1 � o WELL gm o 0 t � O ZONE X *.- ZONE AE (EL. 8 V 1 0 17 i o`a I to ? Cr _ •� DIRT ROAD J Z DIRT ROAD 312.43' N 87* 13'3091 SET � W WOOD STAKE FOUND IRON PIPE 624.86' NF JOSEPH F.BARSZCZWSKI & PATRICIA A. BARSZCZWSKI JOSEPH BARSZCZWSKI & HELE)V BARSZCZWSKI I CERTIFIED TO: MARGARET GUARINO PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L,S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. i N.Y.S. Lic. No. 4966t R UNATHORIZED ALTERATION OR ADDITION ,_J TO THIS SURVEY IS A VIOLATION OF o �J SECTION 72 OF THE NEW YORK STATE -L V S EDUCATION LAW. LANE COPIES OF THIS SURVEY MAP NOT BEARING Joseph A. Inaecyno THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED L � Surveyor TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVFY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layou TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. (PHONE (516)727-2090 Fax (516)722-509,' THE EXISTANCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF One Union Square P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. Aquebogue, New York 11931 Riverhead, New York 11 97- ............ CERTIFICATION OF NAILING & CONNECTIONS C&M-PLY IVATH t.LL CODES OF R.E01J13ED. -3!!W YOM Sr/4TE t TOWN CODES A 'D CONDITIONS OF t PC J11RM tV APPROVED AS NOTED DATE: AV5 B.P.# FEE: BY: NOTIFY BUILDING DEPARTMENT AT Kyl VAC 765-1802 8 AM TO 4 PM FOR THE PLUMBING FOLLOWING INSPECTIONS: ALL PLUMBING WASTE I. FOUNDATION - TWO REQUIRED 32w-4" LINES NEED &WATE FOR POURED CONCRETE RE COVERING TESTINKU 0 2. ROUGH - FRAMING & PLUMBING 30-310 8'# 149-4" 3. INSULATION 31'-10" 50-00# 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 51 7V --REQUIREMENTS OF THE CODES OF NEW YOD" STATE. NOT RESPONSIBLE FOR T- - -�--00 B r rw H50(of 410ck ?--ZXeJC77p-) "cN' DESIGN OR CONSTRUCTION ERRORS. THIS AREA 5 1/2-" -F 7-BEF,' PE EXISTING E31LCO 12 1 PLU, REP CERTIFICATION • 16'-7" 0 Aj' 1-1-A P C ON 7 -A' 1) 1 2J-4" t- o -7j Ln (0 SOLDER USED iN WATER OFFICE SUP PLYSYSTEMCANNOT EXC FED 2110 OF 1%LEAD. 0 UNDERV[RITEREQj,(S CERTIFICATE 00 no A L CONSTRUCTION SHALL IRED F THE CN MEEI THE'REQUIREMENTS 0 IIIIIEW YO1 ES OF 1% K STATE. \T- CC D 4 x9-y2" MICROLAM(3) 1 -8 Q- 5' 3 OD ZONE "46" 0 WITH CHAPTER L 6 DAMAGE PREVENTION 10 -4" 10'-4" 10 -4" 10 N CODE. OLD TOW 0 CUPANCY OR 319-4 USE16 UNLAWFUL W TH UT CERTIFICATE u 0 0 CUPANCY LD /FAMILY ROOM -oo 0 t z/1" RELOCATE HOSE ,i +j: ., .;,�. ..�� .� I r BIB, DIRECT TV, OIL TANK FL (3) 1- AND VENT t C14 LO 2- Zx 6 z r 77 rt 77 7 77 v BLUE STONE (MATCH EXISTING) 21-10'; 3'-7" 2#-loll 3 -6" 3--1/" 3#-11 31'-10" . 3f-5-_ --7r L FLOOR ADDITION -C)HI 3 �FU�D�ATIO�NIILAN _O� A-1 114 FIRST rkA) 3or 7- CONTINIJOS RIDGE VENT 2"00" RIDGE BEAM T.O. ROOF ASPHALT SHINGLES ON #15 FELT OVER 1/2" CDX PLYWOOD ON ROOF RAFTERS, TYP, R-30 INSULATION 11'-6"± FIRST &,_ FLOOR CEILING 'i` • CONTINUOUS SOFFIT VENTS, TYP. CONTINUOUS SOFFIT VENTS, TYP, P-21 INSULATION GYP. BOARD ON 112 2"x6" 0 16" O.C. W/ R-19 INSULATION, CDX PLYWOOD SHEATHING, TYVEX AND WOOD 'SIDING, TYP. 2'-6"± FINISEEP,�*, R-,3e INSULATION ...... FIRST FLOOR 0 9 1/2- TRUS JOIST PRO 250 0\ o" -F T, I (3) 1 3/4 (9 1/2 GRADE MICROLAM (FLUSH) ROOF PLAN 4 1/8" 1 1-01 4"0 LOLLY COLUMN CARUSO-GUARIN10 HOUSE q.0 Ap MarlcK Schwartz, AIA IN s 1,ct FLOOR ADDITION, lit Architect 2460 ALBERTSON AVENUE L SOUTHOLD, NY 11971 375 FISHERMANS LANE CUTCHOGUE,NY 11935 FOUNDATIO!,,' PU.,N, FIRST FLOW! SECTION PHONE: (631) 734-4185 07/11/03 ISSUED FOR FILING oar 3 PL/1.111 ANID SECTIO'N 1/4* I'-(Y U223 FAX: (631) 734-4185 ISSUED FOR REVITW N m WAT ZO T- �yc AJ f —�/ ) <.3 ) A 1 AND CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONI4ECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO--WALL RT20 APPLY TO EACH RAFTER RAFTER -0 NOTCHED RAFTER -O RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) RIDGE O PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE 2ND, FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD \ �\ HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD / SHEAR WALL HOLDDOWN ANCHOR AD65 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING — (USE WITH 3" SQUARE WASHERS) LISE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LLOAD CAPACITY, RAFTER -O PROtiV.'DE 1/2" SPACING BETWEEN THE END STUD AND THEE 2 OTHER STUDS ANCHOR BOLT COUINECTION RAFTER FOR ALLOWING CONNECT CO ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDC.�WN INSTALLATION TO TRANSFER SHEAR SILL PLATE TO FOUNDATION TOP PLATE CRAWL SPACE OR FOOUNDATION 1 STORY' 72"OC TOP PLATE —O F.45TEN WITH l2� 16d SILL PLATE TO FOUNDATION 2 STORIES 36"OC COMMON NAILS e 6" O,C, CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION SLAB ON GRADE 1-2 STORIES 57"OC _ WALL STUD WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBP658 OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE 'RAFTER TO WALL STUD CONNECTION SHEfi,f? WALL CORNER CONNECTION 2ND, FLOOR WALL STUD O KING STUDS i 2ND. FLOOR PLATE � WOOD JOIST -0 0 CRIPPLE STUD SUBFLOOR — RIM BOARD -fl\. . BLOCKING WOOD JOIST �: HEADER p GIRDER/HEADER O IST. FLOOR TOP PLATES \ \ JACK STUDS -U WOOD GIRDER WOOD JOIST IST FLOOR WALL STUD p JOIST- FRAMING OVER WOOD GILDER JOIST FRAMING FLUSH WITH GIRDERPHEADER TYPICAL HEADER CONNECTION i TYPICAL MULTI-STORY CONNECTIONS ISTI', FLOOR WALL STUD O IST, FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD O WALL STUD O e BOTTOM PLATE 50TTOM PLATE RIM BOARD TERMITE SHIELD , BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST - � _ �j DBL, SILL PLATES— DOUBLE Aq y [DOUBLE SILL PLATE \ (TO OVERLAP JOINTS) - - �W SCti FOUNDATION WALL FOUNDATION WALL _ I � O DOUE JOIST FOR UNDER A BATHTUB DOUBLE .,JOIST FOR NON-BEARING WALLS IST. FLOOD TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATIO14 ANCHORII�t� NAILING SCHEDULE FLAN CONTENTS: GENERAL WIND FRAMING NOTES --- NOTE-6 ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1).RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE 1-1 M"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES When a collar tie is used in leu of a ridge strap,the number of 1 Od common nails required CITY. _ SPACING BUILDING HEIGHT CONSTRUCTION NOTES. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO) 8'WALL:3-8d COMMON EACH TOE-NAIL TOTAL 50. FT. OF CONSTRUCTION TOP PLATE: 10'WALL:4-8d COMMON:RAFTER 1) The information within this set of construction dOCUlnen CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA tS is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: -LING I ---__.-----_--_- -- - PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUGTION CODE AND intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATTE 10'WALL:4-8d COMMON JOIST TOE-NAIL 19135 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters - -_ State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST-TO AS PER TABLE 3.7 EACH I FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL R_AF"TER _W_FCM-SBC _ LAP _NAIL EXT. BALCONIES 60 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST CLAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITIION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level Shall be attnchnd with uplift connections in ATTICS w/ STORAGE 20 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTEM WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45 should be adhered to even if in variance with the plan. 2-ed COMMON EACH i TOE ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. TO RAFTER END NAIL ROOMS (SLEEPING) 30 3).Dimensions shall take precedent over scaled drawings. RIM BOARD) EACH END (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER2 - 2-16d COMMON END NAIL STAIRS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY responsibility for construction coordinating with these plans,nor responsibility for foundation and slntron-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL ronstniction means,methods,techniques,sequences,or procedures,or for safely the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCIRIPTION QTY. SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATFE TO 2-16d COMMON PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATfES AT JOINTS FACE INTERSECTIONS EA.-16d COMMON EA.SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD 1T0 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C.-16d COMMON O.C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and - 7).The General Cvritmectcr is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADEFZ 10 16d COMMON 16"O.C. FACE such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADEER ALONG EDGES NAIL in table 3.15a-b. TOP OR BCOTfOM 2-16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. PLATE TO)STUD 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE II EXTERIOR,SHEARWALL CONNECTIONS: BOTTOM PL_AIE TO: FOUNDATION NOTES. Type II exterior shearwalls shall meet the requirements of table 3.15a-b tunes the appropriate PER FACE NAIL FLOOR JOIST,B3APD JOIST, 2-16d COMMON PLUMBING RISER DIAGRAM length adjustment factors in table 3.16. END JOIST OR:BUCKING FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to determine intended heigl?s of finished floor(s)above typical grade. 7).INTERIOR SI IEAP,WALL CONNECTIONS: FLOOR F FOAM I N G: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DES(CRIITION NAIL NAIL QTY. SPACING NOTES - 2.4.4.2 and 2.2.4 respectively. 3),Provide 1/2"expansion joint material between concrete slabs and abutting JOIST-TO: PER TOE SILL,TOP PLATfE Of concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON Y 9 9 with table 3.5.Window sill plates shall be steel connectors in accordance with table TO JOIST END NAIL FIRE PROTECTION be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5 SEE FLOOR PLANS BLOCIKING 2-8d COMMON EACH TUE (SMOKE t CO2 DETECTORS) 5).Unless otherwise noted,all slabs on grade to be 2500 s.i..Concrete to be TO JOIST END NAIL g p� 9).CATHEDRAL CEILING ASSEMBLY: TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKIfNG T): EACH TOE 3-16d COMMON ENERGY CALCULATIONS RESCNECK 3.5 RELEASE I to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER;STRP EACH FACE 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ff.of area. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA DECK AND COVERED PORCH NOTES. JOIST ONILED(ER 3-8dCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of -- _ TO BEAM JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND J101ST PER END GROUND WIND SEISMIC FROST WINTER ICESH'ELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JO 3-16d COMMON IST JOIST NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS BAND JOhIST TO: PER TOE NAIL 8 .Drainage as per section R4D5 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post with washers and nuts. 2-16d COMMON MODERATE SLIGHT TO g P SILL OR TO)P PLATE FOOT SEE NOTE: 1 45 LBS. 120 B SEVERE 4 FT. 11 NONE FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored l -7 TO HEAVY MODERATE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SFi EA-1_H I N G: 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL NOTES ' Edition Wood Framing Construction Manual. Use a minimum 1l2"dia x 7"long anchor bolt with washers and nuts.Footings Shall QTY. _ SPACING _ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: be 4 ft.below grade. AS PER TABLE 3.8 NAIL SPACING NAIL SPACING AT INTERMEDIATE 2).Unless otherwise noted,all framing and structural wood material to be 42+BTR. STRUCTURAL PANEL 8d SHEATHING LOCATION - NOTES WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Douglas Fir. 4).Deck joists to have blocking at 8'0 c.c.. CEILING SHEATHING: 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 3).Floors,walls,ceilin and rafters to be spaced at 16 inches o.c.unless noted NAIL NAIL INTERIOR ZONE 8d COMMON 6"C.C. 8d COMMON 12"O.C. SEE NOTES:1 (BOTI I FIELDS) 9s P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCP.IPPTION NOTES `@ @ otherwise. Ledger to be fastened to building with 1/2"dia.bolls with washers and nuts CITY. SPACING NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers tohave(2)jack studs and(2)full length studs on each side()fall 6).Concrete piers shall be a minimum 6"above grade. _ WALLBOAR[D -- 10"O.C.FIELD NOTES openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SH-I EATH I N G: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 will 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored - ---- THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY. NAIL QTY SPACING NOTES and blocking where applicable. _ . _ - t) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURANL 8d COMMON AS PER TABLE 3.9 the 4 foot perimeter edge zone attachments required shall be used. 5).All flush beamslheaders to he installed with heavy duty galvinized hangers and -- --- PANELS WFCM_SBC 2)-Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OSB .3"O.0 EDGE 6d COMMON For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. 6).Double up floor joists tinder walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOODI 6"O.C.FIELD Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For on plans. WALLBOARID 10"O C.FIELD_ framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. �.( 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR_ H EA 1 1 I N G 7).Provide blocking/bridGi^g in floor joists at 8'0 o.c..Use solid blocking in Door joists ---- --- ---- under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIFPTION NAIL NAIL NOTES provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PPANELS 8d COMMON 6"O.C.EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS. needed. HVAC SYSTEM NOTES 1"OR LESSS 12"O.C.FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick, Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: SI IEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD CDX exterior sheathing grade plywood.Plywood to Cover over plates and headers. . requirements. - 4'EDGE ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1,3(BOTH FIELDS) THESE NOTES RARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SSCHEDULE NOTES ONLY. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requirermerds are based on wall sheathing NOTES 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-centeer at the panel edge.If will sheathing -- 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-cernter at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ceilings and overfurnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,I nailing requirements for structural to have regular ill"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall bee doubled,or alternate connectors, 1) For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall such as shear pfatles,shall be used to maintain load path. he used. 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sh=aathing is continuous over connected 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with • •'�'K.• torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabuulated number of nails shall be permitted G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. ♦'�� : to be reduced tot•-16d nail per foot. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. {py _�4` be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. IN $Ci - �•�A i12233� -t° i o i t f I f r 4' i a i 4 1{r � W f " { EXISTING SPOT LIGHTS } f RELOCATE EXISTING WINDOW 12 12 -- -- _ , �-- _ ^�5 r 1 VINYL CORNERS TO !, MATCH EXISTING ,s I!_ _ �� ix it _..,.....___ I � ! _-_..__-.-_—.._-__ I _-......_ _-.—.___..._�_._.._._._..-..._ _"'__-'__-._•_ _ ' it -- k 1� � li � ._._.._._._._ ...—�. - _......_.._..,___.-_-_.._._._-.....__�..._—_...,__. PAINTED CEDAR _f1. SIDING WITH 6 t � f � ,1 3/4" EXPOSURE I _ — _ — . 7. HHPHH� EVATION 2 SOUTH ELEVATION EAST EL N ,�,4,. s 1'-9, x . it i 6 1 �! I 12 _ , ' i i. 'j ITF ( i 1 i I, i �I f e k- + I —j' � I, _� 1, �:m.-. � '! � 9 k- --�31„ �.a,...: ,.� - ..�. I I .-'�"', _ s Ll 4 [;,Fil, t_' _ LA . . , 3 WEST E7. LEVATION AqC` 1 �r� U Q—GUARINO HOUSE Ns Mark IL. Schwartz, AIA 1 st FLOOR ADDITION Architect 2460 ALBERTSON AVENUE SOUTHOLD, NY 11971 k 375 FISHERMANS LANE i o CUTCHOGUE,NY 11935 ELEVATIOM _.__.•� PHONE': (631) 734-4185 07/11/03 ISSUED FOR FIUNG FAX: (631) 734-4185 05-03-03 ISSUED FOR REVIEW