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HomeMy WebLinkAbout30516-Z FORM ISO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30905 Date: 05/06/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1077 NEW SUFFOLK RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 109 Block 7 Lot 7 .2 Subdivision Filed Map No. _ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 15, 2004 pursuant to which Building Permit No. 30516-Z dated JULY 28, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to DONALD & ELIZABETH MCGRATH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0048 04/26/05 ELECTRICAL CERTIFICATE NO. 2024857 03/21/05 PLUMBERS CERTIFICATION DATED 03/22/05 HARDY PLUMB.&HEATING Affthorized Signature Rev. 1/81 -- --- - - Form No.6 ' 1 I, Ib ,O IS tl1 l{ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL I 76.5-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled in be typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final sur ey 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 forni). 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 too lead. 5. Conuuercial 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 Planting Board Approxat 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 sura ey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent io 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 L Certificate of Occupancy- New dwelling $25.00, .Additions to dwelling $25.00, Alterations to dwelliue $25.(0, Swinmting pool $25.00, Accesson building $25.011, Additions to accessory building$25.00, Businesses $50.00. 1. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Oceupaucv- $.25 4. Updated Certificate of Occupancy- $50.110 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. A P, . \ I\ I J 0c; >� New Construction: Old or Pre-existing Building: _ (check one) Location of Property _ 1 O 7 N .0 S �o\\� CK House No. Street ^ Hamlet Owner or Owners of Property': _ C \ Z GSE ( k�or c S` c> 1 `C'C4YC Suffolk County Tax (\lap No 1000, Section i G tj e 7 -5_?. Block_ Lot Subdivision Filed Nlap. Lot: Permit No. _ 3 CS f v Date of Permit._ Applicant: a(,, F--j_ N(c C`r-�� { Health Dept. Approval: Underwriter Appro%at: Planting Board Appro%al: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ -applicant Signature M r PLPLr3Prn L3rL3rrJ�rJ�r?�rJ�rJ�rJ�r P[PrJ��P�PrSrJ�rJ�rJ�rJ�rJ�rJ�tJ�rJ��PrJ�cPtPrJ�rJ�r�r�arJ�rJ�rJ�PrJ�rPr�cPrJ�r?J7J�cPtPrJ�rJ arPrJ�rJ@!ar�rJ�rJ�cPrJ�cP o LSA BY THIS CERTIFICATE OF COMPLIANCE TH1= 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 Upon the application of upon premises awned by 5 5 5 5 D.W.P. CONTRACTORS ELIZABETH MCGRAFTH 5 5204 SOUND AVE 1077 SUFFOLK RD r RIVERHEAD, NY 11901, FLAG LOT ADJ. TO 1275 5 CUTCHOGUE, NY 11935 55 Located at 1077 NEW SUFFOLK RD. FLAG LOT ADJ TO 1275 CUTCHOGUE, NY 11935 c5 5 Application Number: Certificate Number: Ni e 2024857 2024857 Section: 1000 Block: 10 Lot: 07-52 Building Permit: BDC: ns11 rrr,5r+ 5 Described as a Residential 3000-_600 square ft. occupancy, wherein the premises electrical system consisting of Selectrical devices and wiring, described below, located in/on the premises at: 01 �5 Basement, First Floor, Second Floor, Attached Garaee,Outside, Attic, r5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 21st 2 Day of March, X005. Name OTTY Rate Racine Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 Sensor 7 0 Smoke 5 5 appliances and Accessories 5 Furnace 1 0 Gas 5 5 Pump Motor 1 0 1 H.P. 5 5 An Conditioner 1 0 40 Atups 5 5 Panels r5 5 1 12� 14 5 51 125 0 5 5 Wiring and Devices 55 5 Receptacle 89 0 General Purpose 5 Switch 77 0 General Purpose 5 Fixture 58 0 Incandescent 5 5 Receptacle I 0 20 amp Laundry 5 5 Receptacle l 0 30 amp Dryer 5 Fixnue ; 0 Flourescent seal 5 Receptacle 9 0 GFC1 Continued on Nest Pace I oP 2 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. rJJJ t7 CPCPCP[P[PCPCPCPLPCPCP rPrJ arJ aCP rJMPCPCPCPCI�CPCP1J�CPCPC.I�CPCPCPCPCPCPCPCPLI@PCPCPCPCPCPCPCPCPCPCP[P[PLPCPCPCPCPCPCPCPCPCPC f� ❑° El L30-C.Q-L3L3QrC.�C-JLIPRRPdR3R3I7C.rIN 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 C5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 5 D.W.P. CONTRACTORS ELIZABETH MCGRAFTH5204 SOUND C5 1077 SUFFOLK RD RIVERHHEAD, NY 11901, FLAG LOT ADJ. TO 1275 5 CUTCHOGUE, NY 11935 C5 Located at 1077 NEW SUFFOLK RD. FLAG LOT ADJ. TO 1275 CUTCHOGUE, NY 11935 5� �S Application Number: 2024857 Certificate Number: 2024857 5 Section: 1000 Block: 10 Lot: 07-5.2 Building Permit: BDC: ns11 5 Described as a Residential 3000-3600 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor, .Attached Garage,Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 5 L Day of 2 5 1st March, _UOQ. 5 5 Narne (QTY Rate Rating CIfCWr Type 5 5 Service 5 I Phase 3XV Ser%ice Rating 300.amperes 5 5 Service Disconnect: 2 cb 5 blerers: 1 5 5 5 5 5 5 5 5 5 5 sea/ 5 5 2 of 2 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 5 ❑° cPcPcPcPr�0 MMM I2JMI ffl0&LIPLIPLrQ1. 1C11]L1C31::1C.12111�L1�011111�1 i"iI.C.I�C.I�LI�L�LnGnL11:!I�:11:111 11 1I�C.IC.IO2rL3L1LLlRPLrL3nCPC -L3rr3IPLn[-I�C.Po TOWN OF SOUTHOLD - OFFICE OF BUILDING INSPECTOR \ PO BOX 1179 TOWN HALL SOUTHOLD, NY 11971 CERTIFICATION / DATE: 7) z� of BUILDING PERMIT NO. S (T �� b OWNER: z=1 Z Qj3-e .lt (Please print) PLUMBER: Hardy Plumbing,Heating& Air Conditioning. Inc. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of t90 lead. I also certify that I installed an anti-scold and/or thermal shock preventing device at all bathing and/or showering fixtures in conformance with part 902.6(k) of the N.Y.S.F.P.A.B.C. — v 75 (plumber's signa r 14 �i c lk )��)3r� Sworn to before me this ";y day of "'l, 200j / (Notary Public) Notary Public, County A>r""9- NamryPn1>lic,St w of piewPark No.02PA6114032,Suffolk Cowdy Commission Expires Aug.9, LO' 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. 30516 Z Date JULY 28 , 2004 Permission is hereby granted to: / WALTER TERESKO l LAcCrctA 1285 NEW SUFFOLK RD CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1077 NEW SUFFOLK RD CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0007 Lot No. 007 . 002 pursuant to application dated JULY 15 , 2004 and approved by the Building Inspector to expire on JANUARY 28 , 2006 . Fee $ 1, 833 . 30 / i b" Aut r ' z Signature I ORIGINAL Rev. 5/8/02 r: 3 0516 2- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING KFINAL /�L ; [ ] FIREPLACE & CHIMNEY r/ [ ] FIRE SAFETY INSPECTION REMARKS: F�` DATE �� INSPECTOR 765-1802 / — BUILDING DEPT. , INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �� fell C,24_ xe S DATEINSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL ON [ ] FRAMING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: S, DATE INSPECTOR 1 os- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Y� rf DATE - INSPECTOR - /�,�,.� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND f INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- DATE EMARKS:DATE -� 9 "° INSPECTOR 765.1802 BUILDING DEPT. INSPECTION O UNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE &11nnCHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS• <j,'WW LON 7rA V, I �`1 DATE INSPECTOR COMPLAINT REPORT NAME 1,�re-S c oT by)a1--e ✓ DATE • l �OS-- ADDRESS PHONE# HOW RECEIVED, TEL! MAIL IN PERSON LOCATION OF COMPLAINT .-7_-. 2 ... . NATURE OF / COMPLAINT �� + o1i-� ��Q � �� r �[ o[]Lrr �`�0 G {- c �c4-LL,c crv. s o tiQ !toit�( ASSIGNED TO INSP. DATE REMARKS v 7 7G A I ACTION / � (C TAKEN FILE # (IF APPLICABLE) RE-INSP DATE a TOWN OF SOUTHOLD PROPERTY RECORD CARD Con- 1(09 - 7- 5�4 OWNER STREET Z07 -1 VILLAGE DIST. SUB. LOT FORMER OWNER NE ACR. wI � . 37s pp S W TYPE OF BUILDING 9th 6 �-s tf 1 -05 lep c ES. SEAS. VL I FARM (�7 COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS OO liable FRONTAGE ON WATER 'oodland FRONTAGE ON ROAD eadowland DEPTH nuc.. Pint BULKHEAD )tal To CHARLES M . THOMAS , R .A. PO BOX B77 JAMESPORT, NY 1 1 947 (63 1 ) 727-7993 (63 7 ) 727-8033 Fax Alae '', 2005 Building Department Town of Southold X390; Alain Road Southold, N.Y. 11971 Re: McGrath, Elizabeth — Inspection Cutchogue, NY Dear Building Dept.: I have inspected the framing, rough plumbing, and pressure tests, in the above referenced residence. and certifi that they comply with code as shown in blueprint drawings. Please call the office with any questions or concerns at (631) 727-7993. Thank you. 's. Y �rlsh7: :9hbxnas�lR DATE w PROPERTY MAP N0. /000 / /01 MAP COORDINATE NOS. DEED RECORDED IN LIBER PAGE SUBDIVISION NAME OR NO. MAP BOOK PAGE BL. LOT REAL PROPERTY TAX SERVICE AGENCY INDEX INITIAL SUFFOLK COUNTY CENTER RIVERHEAD. L. 1., N. Y. 11901 SKETCH: !02 4.4 2.54 y 7.2 3 1.4A 5.1 \ 6.2 G 7.3 3.9A LVG � 10.4 G G 10.3 6 G\ REPcAc�� ray lag - -7 - 7- Z ¢ 7, 3 OGS mER ' W ALT E2 7-ceC5KO C P�OTH PAizcr LS) -7 7 . 3 ��� r� ��s 8555- 5-9 7 RESEARCHER/PLOTTER DATE CHECKED BY RPTSA Form 48-114 Permit Number REScheck Compliance Certificate Checked Bpi Date New York State Energy Conservation Construction Code REScheckSofntare Version 35 Release Ic Data filename: C: Program Files,Check`.REScheck`McGrath.rck TITLE: MCGRATH RESIDENCE COUNTY Suffolk STATE: Ne,Lk York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 07,'_6x04 DATE OF PLANS: JUNE 2004 PROJECT INFORMATION: NEN RESIDENCE COMPANY INFORMATION: CHARLES M. THOMAS ARCHITECT COMPLIANCE: Passes Masimum UA = 3498 Your Home UA = 2254 35.6°o Better Than Code(UA) Gross Glazing Area or Ca0N Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Flat CeilinL or Scissor Truss 1681 30.0 0.0 59 Ceiline 2: Flat Ceiling or Scissor Truss 1419 30.0 0.0 50 Wall 1: \\ood France, 16" o.c. 151_ct 15.0 OA 1 145 \\'indo%% IWood Frante:Double Pane 135 0.340 46 Door I: Solid 11_6 0.240 30 \\"all 2: \\ood Frame, 10" o.c. 113i" 15.0 0.0 8;9 \\indot+ 2: \\ood Frame:Double Pane 180 0.3_10 61 Door 2' Colid 18 0.240 4 Boiler L Other r G\cept Gas-Fired Steam), 80 AFt IF ('()%IPLLAN(-F C1'\T LILN-I: the proposed building repre,ented In [hi, document i, consistent ,pith the building plans. spec lliaman, and other ctdculatiom" lis permit application The proposed s>te•ms ha%e bCCn deigned n+ meet the ,,Ck% Yolk )[ate Fnel_Ws Conserk t'Consiwckion Co requirements. \\h�zn a Regi<tered Design Poles�ional has stamped and "gold 1l11 p.rx. Ihes arc aues - _ [hat to-the Tiest of Itis Itcc kno��Ied,_e. bel Ir 1. and pro fe„IOnal iudgntcnt. ;uch plans or �peiIllC.i Ural .ere III colmpllar filth 1K Code_ IWIMCi Date Ibu /C) P+ REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software version 3.5 Release Ic DATE: 07'26 04 TITLE: MCGRATH RESIDENCE Bldg. Dept. Use I Ceilings: [ ] I I. Ceiling I: Flat Ceiling or Scissor Truss, R-30 0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss. R-30.0 cavity insulation Comments: _ Above-Grade Walls: [ ] I. Wall I: Wood Frame, 16"o.c., R-15.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-15.0 cavi[} insulation Comments: I Windows: [ ] I. Window 1: Wood Frame:Double Pane, U-factor: 0.310 For windows without labeled U-factors,describe features: 4 Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: . [ ] 2. Window 2: Wood Frame:Double Pane, U-factor: 0.310 For windows without labeled U-factors,describe features: u Panes_Frame Tape Thermal Break? [ ) Yes [ ] No Comments: Doors: [ J I. Door I: Solid, U-factor: 0.240 Comments: [ ] 2. Door?: Solid. U-factor: 0.240 Comments: Heating and Cooling Equipment: [ J I. Boiler I: Other(Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number I Air Leakage: ( ] Joints, penetrations, and all other such openings in the building ernelope that are sources of air leakage must be sealed. [ ] Recessed lights must be I i l'}pe IC rated.or 2'I installed inside an appropriate air-tight assembfx I hs ith a 05" clearance from combustible materials. If non-IC rated. the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ Requned on the waren-in-h%inter,ide of all nun-vented frarned ceilings, talk, and tloors. Materials Identification: I Materials and equipment nhust be installed in accordance kh nh the nhanulacturer's installation instructions. Materials and equipment nnnt be identified :o that compliance can be determined. I 1ldnu1e..11Arer mio Milk fi+r all installed heating and coolin'_' equipment and sen we hsater hearing equipment must be provided. ] Insulation R-values and glazine U-factors must be clearly marked on the building plans or specifications. Duct Insulation: I ] Supph ducts in unconditioned attics or outside the building must be insulated to R-S. ] Return ducts in unconditioned attics or outside the buildine must be insulated to R--l. ] Supply ducts in unconditioned spaces must be insulated to R-8. ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. i Duct Construction: [ ] All joints. seams,and connections must be securely fastened with welds,gaskets. mastics I (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Eccepnrn: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. l ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air Filters are required in the return air system. [ J I The HVAC system must provide a means for balancine air and water systems. I Temperature Controls: [ J I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of Ne}r York State ,the Residential Code oJNew York State or the New York City Building Code ,as applicable. I I Service Water Heating: [ J Nater 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. I Circulating Hot Water Systems: [ J Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [ J All heated swimming pools must have an oNoff heater switch and require a cover unless over 20°o of the heatine energy is from non-depletable sources. Pool pumps require it time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping convepine fluids above 105 T or chilled Fluids below 55 `'f must be insulated to the levels in fable 2. Table l: Minimum Insulation Thickness for Circulating Hoc [racer Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Nater Non-Circulatin_U Runouts Circulating Mains and Runouts Temperature t Fi Up to l„ Up to L25" 1.5" to'_.0" Over 2" 170-180 OS 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-1 30 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for H1,AC Pipes. Fluid Temp. Insulation Thickness in Inches b} Pipe Sizes Piping System Tvpes Range F) 2" Runouts I" and Less 1.25" to 2" 2.5" to 4" Heating Systems Loss Pressure-Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 OS L0 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 IS NOTES TO FIELD (Building Department Use Only) Permit Number RESchech Compliance Certificate Checked By Date New York State Energy Conservation Construction Code RES.:heekSotiskare Version 3.5 Release Ic Data filename C: Proeram Files Check'REScheckMcGrath.rck I'll LE MCGR.ATH RESIDENCE COUNTY: Suffolk STATE: Ne« fork HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 07 26 04 DATE OF PLANS: JUNE 1_004 PROJECT INFOKh1ATION: JUL 2 6 M4 NEW RESIDENCE. COMPANY INFORMATION: .i CH:\BEES M. THOMAS --- .ARCHITECF COMPLIANCE: Passes Nla\incus FIA = 3498 Your Home IIA = 2'_;4 35.60o Better 1 hall Code ILIA) Gross Glazine Area or Cavits Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceilin I'. Flat Ceiling or Scissor Truss 1651 30.0 0.0 59 Ceilin- '_: Flat Ceiling or Scissor Truss 1410 30.0 0.0 50 \\all L l\ooJ Frame 16" o.c I4i1'9 I i.O 00 1145 \\IridV,� I. \\ooJ Fraise:Double Pane 135 0.344 46 Door I' Solid 126 0.240 30 \\all 1. \\'ood Frame, 16" o c. 1135-' 1 S.G 0.0 85,) U u d,m , \\ood Frame:Double Pane 180 0.340 61 Down Solid 18 0._40 4 Boiler I ()[her i I:kept Gas-I ined Steam). 80 Al I IF 46 CU\IPI I.\Ni F\TI NII-. y . W6 proK0. )uilJin'rc)relented in this documenl i;c,11111ltent %k uh the huildinu plani. �petlfe:uiam ❑nd ether e atiunsenbntitted �4 t [hi> permit ;Ipplicauon the proposed ss�tems base been Jesi�nzd to melt Ihr Ne„ l, rk 11a1e I-nerps C7nser%a[ion Construction ,Je itquirenrent, 11 hen a RzpiaercJ Desi_n I'roic,>ional ha. ;tamped and .ipoed II)h p.ce. the'. , ni still, [hat rdihe I.eht of : bel kno„led_e. he iei. and prate.,io o;il IUd_nre nl. >ueh plan. or �pe_itle.ui,m• ,,r< me, [11f''e µith dhislodC ` IiiiilJcr En De I er W Dale -7 L, I G, RESchecb Inspection Checklist New York State Energy Conservation Construction Code RESch,,0;ottware Version 3T Relea,e Ic DATE: 07 2ti 04 111 LF: MCGRA FH RESIDENC F Bldg. Dept. U,e Ceilings: I. Ceiling I: Flat Ceiling or Scissor Trus;. R-30.0 cavaN insulation Comments: _. Ceiling 2: Flat Ceiling or Scissor Truss. R-30.0 cavity insulation Comments: Above-Grade Walls: [ I. Wall I: Wood Frame, 16"o.c., R-I?.0 cavin insulation Comments: [ J 2. Wall 2: Wood Frame, 16" ac., R-15.0 cavi[} insulation Comments: I Windows: [ J I. Window I: Wood Frante:Double Pane. U-factor. 0.340 For windows without labeled Ll-factors, describe features: p PanesFrame T}pe _ Thermal Break? [ Yes [ No Comments: _ =. Windom: Wood Franme:Double Pane, U-factor: 0.340 For windows without labeled U-factors, describe features: F Panes Frame T}pzThermal Break? [ Yes [ ] No Comments: Doors: [ L Door 1: Solid, 1-1-factor: 0.240 Comments: _ Door'_': Solid. U-factor 0.240 — - --- --- -- Comments: Heating and Cooling Equipment: I Boiler 1: Other t[wept Gas-Fired Steanml. 30 AF IF or higher Make and Model Number :kir Leakage: Joiru:. penetration,,, and all other.uch openings in rhe building envelope that are sources of an leakage nmst be sealed. Rece„ed lights nun[ be I i 1\pe IC raced, or 'i installed inside an appropriate air-tieht assemhh kkah :t OS” clearance tram combu;cihk macorial<. II non-IC raced. the Iimure IIILhl he installed with a . clearance Gom inxtl.uion \apor Retarder: Required Iat [lie X131 III-I1-1+iraei gide of all non-m enI I Il emeJ c e I I I I I a111 tLror,. Materials Identification: Nl.uer1al, and eywpnnmt mu,l he in,lalled in :tcarrdanec mtltlm the menuLrerurer', moat Lu ion in,uucuons \l.ucrial, in,l eywpmeiu nnnt heiJ01111WeJ 10 11111 c,nnpliurge pan he delennineJ \fn1uf.r.oaeT nnmueh. t,n .ill nc,lalled he.wne :mJ ,oolin^ e,lLIIhmenl ,md ,en i.:e ualer hrwne equipment must be provided. J Insulation R-salues 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. I ] Supply ducts in unconditioned spaces must be insulated to R-8. ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: J All joints, seams,and connections must be securely fastened with welds, gaskets, mastics (adheskes), 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). I ] 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. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: I ] j Each dwelling unit has at lesat one themtostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I 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:Vew Fork State , the Residential Code o%;Vele Fork State or the Vew Fork CinBuilding 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`Cable I. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table I. I Swimming Pools: [ J All heated swimming pools must have an on off heater switch and require a cover unless over 200. of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ I HVAC piping comeyin, Fluids above 105 "F or chilled Fluids below 55 T must be insulated to the lesels in Table '_. Lahie /. Minimum Insedation Thickness for Circulating/lot ff ater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated %kater Non-Circulating Runouts Circulating Mains and Runours Temperature( F) Up to I" Up to 1.25" 1.5" to 2.0" Over 170-180 0.5 1.0 1.5 2.0 140-160 0.5 OS 1.0 1.5 100-1=0 0.5 0.5 0.5 1.0 Tahle 2. Minimum Insulation Thicknessfor MAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping SN stem Types Range( F) 2" Runouts I" 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 Nater, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 LO 1.5 1.5 NOTES TO FIELD (Building Department Use Only) J FIELD INSPECTION REPORT DATE COMMENTS , o om-,J)t/ FOUNDATION(IST) — — --- — — 5�ow ------------ --------------------- -- — V4 --117 — ems— +t.t"_.+4�— — L FOUNDATION(2ND) I z .J ROUGH FRAMING& PLUMBING V' r INSULATION PER N. Y. STwTE ENERGY CODE , n FINAL S s E (` ADDMON aI 96mmENTS �l —9/n) ()Al z m --�- z lFs�'K C . d m o o r [ v -- -- O m pe-1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the fotloaing. before applying! TOWN HALL, Board of Health SOUTHOLD, NY 11971 /3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval_ FAS: (631) 765-9502 {Sun ey_ www. northfork.net/Southold/ PERMIT NO. Check _ Septic Fomt__ _ NX.S.D.E..C. n c Trustees Examine / 2//0 21ol Contact: Approved__ Dail to: Disapproved a c Phone:— Expiration # _. '_0�_ i di Spector 520 APPLICATION FOR BUILDING PERMIT Date_3 -J 7_, 2004 INSTRUCTIONS a. This application MUST be completely tilled in by tNpetvriter or in ink and submitted to the Building Inspector with 3 sets of plats, 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 Pemut 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 OccupancN. f Every building permit shall expire if the work authorized has not commenced within 12 months atter 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 writinK, the extension of the permit for an addition six months. Thereafter. a new permit shall be required. APPLICATION IS HEREBY NLA-DE 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. (Signau��tre of applicant or name, if a corporation) a� I "" ,) � , r-CC_AL Yyx J k C,� (Mailing address of applicant) � ,� / K) -1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises `L c 2_ a-�y -Fl7 C,ry 0S C� TC-+ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate otticer) Builders License No. Plumbers License No. .� C Electricians License N0.. 7o la-k- CLL-A—C y -A-P C( . Other Trade's License No. L Location of land on which proposed work will be done: House Number Street Hamlet CountN "Fax Map No. 1000 Section Block_ _Lot Subdivision Filed Map No. Lot (Name) aZ)c, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy U l _C b. Intended use and occupancy Y1 pt/-O _ 3. Nature of work (check which applicable): New Building ddition Alteration Repair Removal Demolition Other Work -7'5-1 00 C, (Description) d. Estimated Cost oU�00 0 ,r�,k 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 2. 6 If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. imensions of existing structures, if any: Front Rear_ _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front _Rear Depth Height _Number of Stor`(e r 3. Dimensions of entire new construction: Front (, - )Vt Rear (e - l O i _Depth (7 Height 'j,2 ' Number of Stories 2 I 9. Size of lot: Front Rear _Depth 10. Date of Purchase �bo 4 Name of Former Owner 11. Zone or use district in which premises are situated i'_. Does proposed construction violate any zoning lath, ordinance or regulation' YES NO 13. Will lot bere-graded? YES t/laNO _Will excess fill be removed from premises? YES—NO NO lY. Na;ncs of Owner of premises E ") plc cly A1,Address@Juj Sof-klKPhone No. � >,y - `{ O Ie Name of Architect dkcv1.eS Vku,r ,S Address �rPhone o '� " 7.'1- Name of Contractor Address Phone No. / 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland" *YES NO t/ * 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. Prot ide 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 protide topographical data on survey. STA rE OF NEW PORK) 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 perforin or have perforttted 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 maturer set forth in the application filed therewith. Sworn to before nre this kj da%of 20 Notary Public Sia ature of Applicant LYNA M. NOTARY PUBLIC stattee of New York a Y No. 01B06020932 Qualified in Suffolk County Term Expires March 8, 20 Town Of Southold P.O Box 1179 Southold, NY 11971 (631)765-1800 RECEIPT #3349 07/16/2004 Mcgrath, Elizabeth 1275 New Suffolk Road Cutchogue, NY 11935 Received $ 10.00 for Septic Permit- Construct- Resid., on 07/16/2004. Thank you for stopping by the Town Clerk's office. As always, it is our pleasure to serve you. Elizabeth A. Neville Southold Town Clerk BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: __q/_2o/04 APPLICANT: DATE SUBMITTED: /x/04 SCTM# DISTRICT: 1,000, SECTION: log , BLOCK: _�, LOTI,2— SUBDIVISION: ADDRESS: W&,y S,ff*kCITY: ZONING DISTRICT: A(4- CONFORMING? N� BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO � /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 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/ REQ. LOT SIZE: '�tvK ACT. LOT SIZE: 54 qS . LOT COV. ego ACT. LOT COV. REQ. FRONT �5­0 PROP.FRONT IDE oto LQ ACT. SIDE REQ. REAR Ko PROP. REAR `/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: Lb 1 ITECT NGINEER: WATER.FRONT? _DESCkIPT PANEL # FLOOD ZONE. ROVALS RE UIRED i ''// 2.a-o y-ao SUFFOLK COUNTY HE DEPT: YE r NO, (BED#): DTE.7 /�7/� PERMIT#: TOWN SEPTIC RECEIPT�r N NEW YORK STATE DEC: PRE-DEC YES r DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE / /_ PERMIT#: TOWN ZONING BOA�D-APPROVAL: YES DTE: 1 /_ PEP-MIT 1 TOWN PLAN. BOAR/ APPROVAL: YES o DTE / / PERMIT#: TOWN HISTORICAL/PRE (SPLIA): YES or 0 NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): or NO NOTES: .•� FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: cm.21 / SF SECOND FLOOR: / o v SF OTHER: /? qSF INIT OTHER TOTAL TOTAL: 16 SF FEE FEE FEE 1. (Tr SF)- ( �� SF)=,a// SF X$ -�o =$ /b +$ Jy +$ = s _3 2. ( _SF)- (_ SF)= SFX $ =$ +$ +$ _$ 3. (_ SF)- SF)= SF X FINAL TOTAL: $ NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" mite: M-H Decay: S-M Design Temp: 11 Ice Shield Under y S Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEE D/PRESCRIPTIVE FULL FRAMING DE/GRADE: HEADERS: Y/N :Y/N GIRDERS: Y/N CEILING JOISTS:Y/NTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES ANDESIGN LOAD CALLIVE: Y/N D l); YEISMIC: Y/N WIND: Y/N WINDOW ANj b0OR SCHEDULE: MIS�I3��T REQU MENT . Y/N E I �5.7 S.F.: Y T�I'sH//T 8%: Y/N VEN'l�'4%: Y/ NAILING/CONSTRUCTION SCHEDUL . Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAG : Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALC /N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) UNDEAMERR CERTFICA MOORED 5R'6Y. G'APPROVED AS NOTED ` DATE: � B.P.N O_� Ib-Z li yl„ d 'p.l';r'� "pIYI� FEE: I$3 �tl BY: - h✓- -- -- -- I EPARTMENT AT 765-1802 8A TO 4P FOR THE FOLLOWING INSPECTIONS: ---- -- 1. FOUNDATION - T 0 REQUIRED FOR POURED CONCRETE z 2. ROUGH - FRAMING & PLUMBING 3. INSULATION - -_--_ _ - _ ---- -- — - 4. FINAL - CONSTRUCTION MUST '- --- a 12 _ -_- -- _-__ --- -._.— _-- ___,-_—, _ —_-- _ _ — --_ --- __-_ - _—__ --_ .__- BE COMPLETE FOR C.O. _ ALL CONSTRUCTIO SHALL MEET THE a REQUIREMENTS OF HE CODES OF NEW U YORK STATE. NOT 9ESPONSIBLE FOR n -- DESIGN OR CONST UCTION ERRORS. w — --- -- — ---- _ COMPLY WITH A LCODES OF _ _ _ — - ---- ---- NEW YORK STATE 1,TOWN CODES m ' AS REQUI D AND CONDITIONS OF o TO e-o• PLT +�- -- - - -- - --- 12 GEDAR PERFECTION 5HIN6,LES — -- - - ® SOUTFaDTOWNEA W wINDOW HT -- -- 3OD pp7Rir-FZO7FSHINGLES _ OUT110i D TOWN PIANNINGBOAAD - — — — — SOUTHol DTOM TRUSTEES N. E o — - — Lu `r 2446 3046 _ 2552 2552 2852 - --_ __— _ OCCUPAN Y OR — USE IS UNAWFUL ----- _ G - - T.D. SEG OND FLR -- - - ------ -_.._ .._ - -- F— To PLT WITHOUT ERTIFICAT = - ^ x,o OF OCCUPANCY ^� WINDOW HT - L_.1 - _ ._ a uK pJ.. Q RETAIN STO M WATER RUNOFF Lu (1 HII�II 5 0 ® ® ® ® PURSUANT TD SECTION 4510C OF THE TOW CODLusia" a. E. N 2852 2852 2852 2852 2852 O To FIRST FLR 8ogo Bogo CERTIFICATION TI o° DELT eOARD NA LING &CONNECTIONS JI wn Ii2" soup i,ROWN REQUIRED. 6R F � GRADE X12^m FERMA rA5T DO Nol UNTIL SURVEYLOO , \ / OF HASBEENIAPPRONED,,N PLUMBER CERTIFICATION FRONT E L E Y A T I O N ON LEAD CONTENT BEFORE CERTIFICATEOFOCCUPANCY I (� SCALE: 1/4" = 1'-0" SOLDER US QINWATER SUPPLY v ' \ EXCE6EilPIf9 NIX. v r 'TME EQUI MENTSIOPI01 \� (J6 COMPLY WITH CHAPTER"46" FLOOD DAMAGE PREVENTION WUTHOLOTOWN "ODE• O O q, LuO N � PLUMBING z N } ASPHALT ROOF 5HINGLES ALL PLUMBING WASTE -! U_ &WATER LINES NEED II 1 TESTING BEFORE COVERING ui 1H Q � O D TO 6'-0" PLT. 12 IT 30D WINDOW HT r ASPHALT ROOF SHINGLES r 24310 24310 V 2552 2552 2852 2852 2852 Q Z CEDAR PERFEG'TION SHINGLES To SECOND FLR, _ — - 0 - N S WINDOW HT X \ 2852 2852 \ 2852 2852 PERFECTION SHINGLES \ v 0' \ / \ TO FIRST FLR GRAE)e ORAE SHEET NC. E R E A R E L E V A T 1 O N 2 5CALE: 1/4"' 1'-0" 5)iR. y�T FBF NEV'd y 4T-10" q•_O• 20•-0" z l'-4" 10'_4" 11•_3.. 5._q.• a 2'_3" bl U p NOTE, SET TOP OF 2x12 JOISTS z 2 1/2" BELOW TOP OF � -IN (3) 2"x12" HDR TJI SEGOND FLOOR JOISTS AROUND (TYP) 1 -try N � O v � PORGM ® J-LJ II 1 m p 1 Nt r I IN — I F ry I a I _� z I 2-2••x1 "HDR. r- 2-2"x1 "HDR �p O N 2-2852 % 4-q.• 9'ML' 5•-9" I I 1 ^ = 6 Ifi u 2-2"xl HDR,. " " N 1 20 2-2"xl HDR 2- xl HCR rJ ry m 28 3069, x (3) 12" HDR 2 52 2-2 - - ry 4 ML FLU H LuV 1 m U II u4" TJI JOISTS TION OG. Lu n O R-I9 INSULATION p 7 O U D06 ROOM \ < ®® I N ry a" 1L Ln _ i O U LL 28,_O, j o � l 5112' STL O 3 I/2" STL OL �' 'A - ❑ COL IN y - _ - W 12x45 STEEL BEAM 24•_O" _ ry ru V � N 4 MLIN - 4, PANTRY ry in O 4'-8" (2) 12" ML FLUSH - m -�' NQ HALL I Q 12'_0" qO N T-2" 113'_g ry O "" 5•-0N� m - 2-2-A "H - DR. z ry W T._2.• -� 2 52 3068 LL ry z N Q W)Q M U LL ry - = a o OPFIGE 0 �y1m 0 v o U N PSN p v W i 5 in � O OU pU V F- I�YJ 9080 ON DOOR 9080 OA DOOR S;p - LL ry O 4, Q a LIP (3) 12" ML HDR (3) 12" L HDR m n z ry � I ry ry N rci 2-2"xl2"HDR. N ry �? V/ 'I 6 2-2"xl2"HDR, m � 2 3 IN a? IN l I I N m x 18 8 6 x O n\ 5 ry W 2 m TJI JOTS 5 Z ( 2'x12" IRDER v l 7 7 T_O•• II _O.. l,_O" 2'-6• 5•-2 5'-10" 6'-2" g_41 5_T l9,• v F 6'2" 9,'_2" 2'-10" 2'-10" 3'-2^ 25'_0" 12•_4•• 12'-O" ' 14f'-O" l6'-10" d F I RST FLO0R PLAN SHEET NO. SCALE: 1/4" 2 C ; 7 I Tii;y e 4S'� rlµY]�: J�)� Z 23'-5 24•_4j" O q_O20,_0" r a T-4" 5.-2. 5-2 11'_2" 4._6.• 4.-5" A_45 U N W q" 20'-21" 7 _ — — — — — N O N I I LU z _ LU z I (REPLACE — — — — — N ATION R-3 NSULA 1 — h Q I I r I I41HI r - - - - - - - - - - - - - - - - - - - - - - — — �-Z"x 'FlDf� — '7=2 zl DR; —Z=1"xl DfL — — — — 7 2 2"xl "HDR. 3668 36b! uj U /l 2 2 2 2 2 s2 s2 v I / \ ° ALL - \ I / n V / 2068 DETECTOR [DETECTOR ^0 / ROOM - v \ I Ii / _SMOKE v Z Z / 11 O DETECTOR d d MASTER o o -ry D- / m Q SLD306H BEDROOM 9 Q V 2"xl2" RIDSE BEAM - I xm _1 rGF ROOM m m SOS DET°EGTOR 9 O I I FY 2"x12" RIDGE DEW x � v z \ SMOKE R-30 INSULATION V � � ma v 12 OSMOKE -ISI O R-30 r 6" OG 2'iKlO" rr I6"' OG AA INSULATION \ — m �—DETECTOR 9 � — — Oz - - — (D—DETECTOR o v N ° O z 13._8O Z N N - - - - - - �_ Q L oa 9 ozl BEDROOM® ri \ N � N o 0 2-2"xl2"HDR 2-2"x14"HDR 2-2'.12"HVR. It r O - - - - - - - �- - - - � - - - _ _ - - - - f — r — r — — v - - - - - � r / \ SLDR 4068 26 H 2668 20tH N GL05ET GL05ET GL. 2-2"x12"HDR — — — N — — — — — 2-2"x12"HDRJ'l, ry _oj 1 46 om - - —1- - - - � - - � m - - - - L - - - - - - - - � m 1 O n 1 2 "f v_ s lb I s — ' z 2-2"x1 "HDR. IO - a - - - - � - S W T•_4• S-2" 5'-2" 1'-4' 13'_6• C�_ �� n'_2" 6• °�. 6' 0• 8, 4., 5'-b -` E 12 14._O" 76'-ID" X SEGOND FLO_ OR FLAN SHEET ° SCALE: I/4" = I'-O" i Iff EDA,90 u' - 02406 �- ,�OQ z O F a — K U N 47-10" 9'-O" 20'-O' 12'.12" PG PIER5 ON p 24'.24'.12 PG FOOTING MIN 4g" 5.6 r — t r IF, r - 0 I - -- - Lp--�-0+ -- - I L J L _ J L _ J L J > 1 (3) 2X12 GGA GIRDER I uJ z ry ^1�� j ry 4 ML GIRDER L - - — II 10'-2" g" POURED CONCRETE c FOUNDATION HALL ON g"X16" In DROP FOUNDATION IHR, RATED III O POURED CONCRETE FOOTING WALL TO MEET SLAB 5/6" TYPE X SHEETROCK I DOUBLE UP JOIST 0 CONTINUOUS FOOTING WALLS d OEILING `� UNDER KIT6HEN ISLAND AND ALL PROVIDE E. ON NEIL G JF_ FIN FL WITH TILE N tl1 FIN FLOOR 0 LEAST ONABOVE E L A I SIDES AS PER N 5. 11 ia" LI JO15T5 4 16" OC. J a CODE CL R-Iq INSULATION III N BOILER T rlr L/^DETEr J .p _ I 2 GAR I II 3 lit" STANDARD STEEL PIPE ` 0 6�a(�A� L 1 J - COLUMN ON A — — — — —1 O 30"x90"XI5"DEEP POURED \ O U ^� 4" POURED GONG. SLAB ON .q CONCRETE FOORTING (TYP) UNEXCAVATED COMPACTED SAIL 5'-2" 5'-O" g'_p" g'-O" 3'-10" -r_c, g'-2" g_y• v I O I n I �� - - — I J L== I -J I 3-1 3/4" X I I l/ ' z I Q m -1I F� zrrr3r�r s1 L +FJ L _ J L _ J L J L rJ L I J I I I I � II LI SII II � II � I O Z in LINEOF WALLS ABOVE O III W III w O L - - - If_ - - - (TYP) 1ztrD�_0 v� III I N F" U ® m mP DROP FOUNDATION DROP FOUNDATION r ? I 1 m O W � WALL TO MEET SLAB WALL TO MEET SLAB >« g — — CONTINUOUS FOOTING CONTINUOUS FOOTIN6� — pY I F a - Q L L — 90bf1.2FLD00� _ — — — — — �O@QOJi QQOg — J (- -i (3) 2X10 GGA GIRDER ii777,r -r/� ' /'' i ) - - - - - - - - - - - - - - - - 13R nt;eIROER L J 12'-O" 3'-10" o FLooR JSrS q•. 12-011 v L — - - - - - -1 I II - - - - - - J In J_1 r Q n ry L - - - - - - - - - Q N m < 4-1� m v a I 12"m TUBE FOOTINGS �� I 'MIN 48" BELOW GRADE / 1. r -(3) 2%10 GGA GIRD , F,,A 1. •� 1- L — L. - - J (MUST BE VIRGIN SOIL) 3°° 1. F 2._41.•. 14,_p" I T6'-lo" S v a �F0UNDATI ON PL ,4NON FLAN 5GALE: 1/4" = I'-O" SHEET NO Sj. 1. 02406 pQ� TE OF NE`f'a�1 2 5 z _ \ /7 ASPHALT ROOF SHIN\6LES Q CEDAR PERFECTION SHINGLES / \ ASPHALT ROOF SHINGLES / TO 5" PLT p If HINDON HT._ _ 12 I ASPHALT ROOF SHINGLES Lu 2852 � � 2852 A I\r V TO 5ECOND FLR_ WINDOW HT Lu Lu CEDAR PERFECTION SHINGLES II In�t 2852 2852 2852 2652 �/ U \\ To FIR5T FLR CEDAR PERFECTION SHINGLES GRADE69 a. � IIll E LEFT SI DE ELEYAT1 ON E RICHT 51 DE ELE �IP� TI ON � U $ 5GALE: 1/4" = P—O" 4 5GALE: 1/4" = 1'-0" V 2"' X 12" RIDGE BEAM V TYPICAL ROOF GONSTRUGTION ASPHALT SHINGLE ROOFING OVER 15u ROOF FELT ON 1/2" GD X PLYNOO Z SHEATHING 2" X IO" ROOF RAFTERS a 16" O.G. A T T I G < 12 O Qq 2"x6" COLLAR TIES ® I61" OG (V 0 Z 0) F 7 LL Q T B 3 O. '-O" PLT --- - - - 12 0 0 � WINDOW HT ' -"'-'- - 30D I/2" GYP. FINISH 1. ! S. 3 COAT JOB Ci BEDROOM LAUNDRY EXER615E 'o goOM ROOM r6- EGOND FLR - TO SECOND FLR E 4 - _ TO 9'-O" PLT 1/2" GYP. BD. FINISH _ wlNpow HT. T. a 5. 3 COAT JOB TYPIGAL WALL CONSTRUCTION CEDAR PERFECTION 5HIN61-ES TYVEK HOUSE WRAP 1/2" GD X Q PLYWOOD SHEATHING ON 2"Xb" KID. O OFFICE KITG EN STUDS ® I6" O.G. R-IS INSULATION a E{ D. c, TYPIGAL FLOOR GON5TRUGTION A N 2852 11 7/6" TJ FLOOR JOISTS ® I6" OG E 3/4" PLYWOOD SUBFLOOR ` Q I-V MIN R-19 BATT .INSULATION v TO FIRST FLR FIRE STOP PER Ir X GRADE NY5 CODE TYP GRADE 31/2" STANDARD STEEL PIPE COLUMN ON A 30"X30"X15"DEEP POURED 8" POURED CONCRETE FOUNDATION SE G T 1 O N I O CONCRETE FOORTIN6. (ttP) f—WALL E A 6" X 16"NG POURED 1 I a- CONCRETE FOOTING 56ALE: 1/4" = I'—O" LIQUID MEMBRANE SHEET NO, 4" POURED CONCRETE SLABWATERPROOFING COVE OVER 4 MILL VAPOR BARRIER FOOTING, ' CORNER AND PARTITION POSTS C RAFTERS AND GEIL ��,��'.,� •'j� ., JOISTS, TRU5APPROVE NOTE; TOP PLAT TOP PLA o. 2ao A THIRD STUD AND/OR PARTITION INTERSECTING FOEN��y , TOP PLATE- BAGKIN6 5TU05 SHALL BE PERMITTED TO BE TOP PLA SECOND STORY SEE DRILLING AND OMITTED THROUGH THE USE OF WOOD BACKUP ` NOTCHING PROVISIONS CLEATS OR METAL DRYWALL CLIPS THAT WILL JOIST IS PERMITTED T 5ERVE A5 ADEQUATE BAGKIN6 FOR THE FAGIN6 STUD STUD 6 v BE GUT OR NOTCHED MATERIAL. FLOOR ILLIN& SEE DRILLING AND BETH THESE LIMITS SEE DRITLLILIN6 AND Z NOTCHIN6 PROVISIONS NOTCHING PROVISIONS 80TTOM PLA y FR M N� DET ILS BRED HOLE MAX BORED HOLE MAX b I''X • WFGM SECTION 3.3.1.1.,1�p�,, WFGM SECTION 3.4.1.1.1 DIAMETER DEPTH DIAMETER F STUD DEPTH o- ��"'� ;PAN OF STUD DEPTH � 5/8" MIN. TO EDGENt V Y o T 5/8" MIN. TO EDGE a.; yr 01ST END5 TOL LL � . ' ' "• IAIBE W OR BLOGKIN6 BLOCKED AGAINST 5/8" MIN. TO EDGE 5/8" MIN. TO EDGE p TOP PLA ROTATION IN A66ORDANCE BAND JOIST AND BRIDGING OR BLOGKIN6 SEE WFGM SECTION 3.3 WITH WFGM 3.3.1.3-END RESTRAINT NOTGH MUST NOT EXCEED NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BEARING AND 3.3.1.4 BRIDGING GYPSM BOARD INSTALLED IN 40% OF STUD DEPTH bd NAIL AT 24" O.G. WALL ACCORDANCE WITH WFGM TABLE 3.1 ti• N.x4 1N. RIBBON ti ::� ,�)E�t LAP J015T 3 IN. MIN. GUT INTO SND F HOLE IS BETWEEN 40% AND 60% BOTTOM PLATE FOR FIRE BLOCKING R?PED HOLES SHALL NOT BORED HOLES SHALL NOT OF STUD DEPTH THEN STUD MUST BE BAND �0p15T BE LOCATED IN THE SAME BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO UR HLOGKI GRO55 SECTION OF GUT OR 9JGGE551VE STUDS ARE DOUBLED WOOD STRUCTURAL PANEL NOTCH SECTION OF GUT OR J015T 8d NAIL AT b' O.G. INSTALLED IN BLE 5.1 ACCORDANCE NOTCH IN STUD NOTCH IN STUD AND 50 BORED SILL PLA (ALL PANEL EDGES)GRAHL SPACE WITH WFGM TABLE 3.1 I" OR BASEMENT SUBFLOOR SLA$-0NIGRADE PANE ED6E5BEbd NAIL AT 12" RS �OTAT WFGM Igg5 5BG HIGH WIND EDITION WFGM 1gg5 5BG HIGH WIND EDITION FOUNDATION (a) OUT51DE GORNER DETAIL SECTION 3 .4.3 . 1 . 1 5EGTION 3.4. 1 . 1 . 1 FIGURE 5 .2B NOTGHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS _ BEARING WALL ROOF FRAMIN&A DOUBLE TOP PLA 2 ,4 CONTINUOUS T"rP1 GAL WALL, FLOOR AND ROOF FRAMING LATERAL BRAGS AT b' D.C. w - ENDWALL J015T 2-I0d NAILS TRU55 OR CEILING JOIST Lu IPP D5 G WIND-BORNE DEBRIS PROTECTION FASTENING 5GHEDULE ONUS TOR5 GABLE END TRUSS z 'I REggq IRED +-t FOR WOOD 5TRUGTURAL PANELS A A A I <FA STENFQ c�PA IN (� -- - __ BLOCKING FU L LENGTH cz U 1 - 'FASTENER 2 FEET 4 FEET 6 FEET BLOCKING HEADER 5 L STUDS Q TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN PANEL SPAN NOTIEP: uUII p dd — < 2 FEET < 4 FEET 6 FEET b FEET AT EACCONNECTION pEND OTFH EADERaANNDD t A�5 SECTION A-A N U ADDBTIOfd MOF GONNEDGTORS AT N 2d COOLER NAILS AT 10" O.G. 2 U2" #b Ib" b" 12° q" C WOOD SCREWS WALL STUDS AND LE TOP AND 0UI BOTTOM OF CRIPPLES 2 12° #BREWS Ib" Ib" Ib" 12" 4' BLOCK NAILED IL EAG •�W�/ �/ Brx2AGE WITH 4- 0d NAILSIf Q a THI TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. F I OOR L2RAG NG AT END BA BAYS GYPSUM BOARD L V / b. FA TENER5 SHALL BE INSTALLED AT OPP051N6 END5 OF THE WOOD 5TRUGTURAL PANEL. / T` P I GAL FRAMING AND UPLIFT 5d COOLER NAILS AT l" O.G. 20 GAUGE STRAP % C) - - c. NAILS SHALL 13E IOd COMMON OR 12d BOX NAILS. �y FGM FIGURE 3 .66) < - . GONNEGTIONS FOR OPENINGS 10-BdNAILS d, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE FAGS OF FOOTING ATTACHED UTILIZIN6 VIBRATION-RE515TANT ANGHOR5 HAVING A MINIMUM ULTIMATE bd NAIL AT 4" O.G. WITHDRAWAL GAPAGITY OF 490 POUNDS. �. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THIGKNESS OF T/Ib INCH (ILI m) ENSTUD HAL- HOOD qL „HAL LG TER 2" MAX. GABLE ENDWALLC E3BRAG NG WAL WpL A. OR BID LL NAI 5 EASED ON O NFGM F URL 3.6a)SHEAR WALL REDUIREMENT5 o RID6E TENSION STRAP "tz Tub o USE 8-8d GOMMON NAILB _.._ ~ N IN EAGH END OF 1-1/4" TUB NO GEILANG CENTER 2x BLOCKING H/3 BUT NEED NOT 20 GAUGE STRAP 21' G EARANGE DIAPHR 6M ON 5HEATHIN6 JOINT /2 BUT NEED OT 21" CJARANGE REQUIRED XGEED IS FT. MAX. EXCEED 40 FT. M 1 2a^ cUEn�p, E, 21" G EARANGE IN FRONT OF " IS�32 D STRUCTURAL PANELS PENIN6 —IV 6ABB'LE FACE AND ON WALL BELOW -• LAVATORIES 5HONEF TUB BASED ON 5HEARWALL REQUIREMENTS RAFTER GABLE ENDHALL, BALLOON FRAMING FOUNDATION GLEARANGE FROM SLOPES MINIMUM FIXTURE GLEARANGE5 LATER GLO5ET5 PREFERRED METHOD z o RID6E BEAM 3 w z - . ROOF RAFTER EXTERIOR OR BEARINGIc WALL R1136E TEN51 ON STRAP DETAIL I ® I 50%OF THE PLATE WIDTH 20 CA. STRAP �® I ^ b 6A61E (0.054") AND I5" WIDE TABLE RSO 1 .4 METAL TIE AGRO55 AND TO EACH W/(8) 8d NAILS ml SIDE of THE NOTCH WITH b-Ibd MINIMUM UNIFORMLY DISTRIBUTED v NAILS EACH 51DE EAGH SIDE 40 LOADS (PSI) -� yqd NAIL AT b" D.G. 6YP5M BOARD INSTALLED IN LIVE LOAD TOP PLA 5 ALL PANEL ED6E5) AGGORDANGE WITH WFGM TABLE 3.1 USE — F PIPE EXTERIOF BALGONIE5 60 WOOD STRUCTURAL PANEL DE6K5 40 INSTALLED IN ACCORDANCE PASSENGER VEHICLE GARAGES 50 (9d NAIL AT 24" OG WITH WFGM TABLE 3.1 6 L x ATTIC WITHOUT STORAGE 10 TOP PLATE FRAMING FRAMIN6AT MEMBERS0ATPANEL ATTICS NITH5TORAGE 20 Y• o, o e E06E5 AND 12" O.G. ON ALL ROOMS OTHER THAN SLEEPING ROOMS 40 Simpsor5trong-Tie - TO AGGOMMODATE PIPING FRAMING MEMBERS NOT AT PANEL ED6E5 5LEEPI,N6 ROOMS 30 A35- G'mney Framing 551m�p5on Strong-Tie STAIRS, 40 5HT. ND. (b) INSIDE CORNER DETAIL EXTERIOR CORNER FRAMING GUARDRAILS AND HANDRAILS 200 3 R00F RAFTER / RI DC5E ETA I L 2 GORNER BRAG I NC [) ETA I L f 3 5GALE: N.T.S. 3 SCALE: M.T.S. OF 2 i _ f ' - „ The design of this structure Is based upon prescriptive approach using the GENERAL NOTES, (T � 1 Gni 4 I H HIND �b�TlOt U � � + � Woad Fraena GOnstrVctlon Motyal (WFCNV published by The American Forest and Paper Association. aP I. All works shall be performed in accmdmce with all state, t Non-structural elements are basad upon The Now York Stats Residential Code municipal, local zoning cord building codes and ordiromi I �+•, k�1T�fi C3E5CftPT ION NUMBER OF NAILS NAIL 5PAGING Jawary 2003 having Jurlsdktlon and best standards of construction Q ' For the Climatic and 6eogrdphlcal Design Criteria, see Tale R301.2(U on cover practice. r ' 4-5d PER RAFTER sheet. The American Institute of Architects Conditions,shall apply E ' - _ TOT -s'P!LA LED All non engineered lumber to be Douglas Flrit2 or batter to all work performed on this project. O NE Q I ' TQ - T` -NAI 4-8d PER JOIST Wind Llmita-tions-Section R301.2.1 2. The Contractor shall verify all conditions at the site, Any EACH LAP Design Criteria-Section R30L2.1,1. (sea Table R301.2.12. for Wind-Barn Debris dlscrepani must be brought to the attentlan of the Architect „ i R F E ILEO Protection prior to commencement of construction. The Contractor shall be ; 5� D 9-Ibd EACH LAP Fastening ,Schedule For Wood Structural Panels) responsible for corrections riot reported once he has started work b-$d PER TIE Dead Lood-5metion R30L3 except for hidden job conditions. Z ' I 'P -NA Live Load Won R301.4 3. Contractor shall guarantee to the Owner that all materials and +L T ici!*NA 2-8d EACH END Light and Ventilation-Section 8303 equipment Incorporated In the work will be new, and that all work - m 2-Ibd EACH END Minimum Room Area-5ectlon 8304 will be of good quality, Free From Faults and defects for a period � - - r - Gelling Heloht-Sectlon 8305 of one year form the date of the final Certificate of Occupancy. , 5anitatlon- colon R506 4. The Architect responsible WALL FRAMING shall not be ren onsible For the construction means, " 2-Ibd (SEE NOTE I) PER FOOT Toilet Bath and Shower Space-Section 8307 method, techniques, sequences or procedures, or for the safety ' elaz 5ectlon R306 " T PLA GE 4-Ibd JOINTS-EACH 51DE tiaraggos and Garports-5ectlon R3Oq shall note beresponsible or thet actors the to ccrry out Yk� ;IIA' TI LEb Emordency Esca�a and Rescue Opening-Section 8310 the work In accordance with the construction documents. The s ' Y 2-Ibd 24' O.G. �gea Architect shall not be responsible for the acts or omission by Exit- clan 1231 ' S Landing-Section R312 the contractor No chsrntg9ees shall be made In the documents ' PER 2X4 STUD Ramps-Section 8313 and/or the building as assigned without the expressed written .t Wm[ Wm BQTT01`4PLATE TO 5TUD`(EW-NAILED) 2-Ibd isle, way 5ecaon R314 consent of the Architect. r - 3-I6d PER 2X6 STUDuuyr'atl-`-+ectl°n 83(5 5. The contractor and all subcontractors shall maintain continuous + 1 6uards-Section 8516 . 4-111Smoke Aloins-5ectlon 8317 Insurance coverage statutory policies (Worker a Foam plastic-Section RBIB Compensation, etc) and general lability In an mount not f v t7M PLATE TO FI-WR J015T, 9ANDJ015T,EW-015T OR EVXKIN6 5p g A, + Flame read and Smoke-Section R319 less than 3 5 million and automobile lability and danai e + }� ) 2-Ibd (SEE NOTE 12), PER FOOT Insulation-Section 8320 coverage not less than ! 2 million. The Architect shall be 9n g SoPar named Insured on m and allpolicies. FLOOR TO FLOOD . Dwelling Unit atlon-SecR321 y r +; FLOOR FRAMING Moisture Vapor Retarders-5actlon 8322 6- Provide 0.025" aluminum termite shield over fibrous r 0 - AI D 4-bd PER J015T Protection Against Devay-5ectlon 8323 Insulation at all perimeter sills. 51MSON STRONG - TIE I Protection Against Termites-Section R324 7.'All wood in contact with concrete or masonry to be Holmmlzed M5TA36 CONNECTION 2-$d or pressure creosoted. Site Address-Section 8325 - J .0 3-Ibd GK Aceesslbllit -Section 8326 6. A single station smoke detector alarm device shall be Installed G ; ' (TOE-14ALED Flood Resistant Construction-Sectim R32T In each bedroom, on all Floors and shall be all intarco"cted per code. r : T ED 3-ibd A 1 q. All bathroom without operable windows to be mechanically ventilated 1. a as New York State Code. 3 8d PER J015T Foundation-Ghaptar 4 P� t °T D Design basaears sandy avean d upon presumptive load bearing valueof dy grl d or lq Heating to be designed to provide 70 degrees F. with outdoor PER J015T gravel at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. ,VDIw, Il. All electrical work to be In accordance to the rules and 5T TQC- T- TE -NAI 3-Ibd FER .10157 per square fort. Contractor to consult Architect If different Sall matcrlals are regulation of N.Y.B F.U. and a K 03.P.U. certificate Is , _ found upon excavation, e� '1 q „ " ?:+ R OF SHEATHI or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. I 8d (5EE TABLE 3.8) 12. Plumbing Installation to comply with State and Local codes and the the sewage disposal system to meet Health Department standards. Foundation Notes, 13. Do not scale drawings. Use figure dimensions only. I+ ! Concrete for foundation walls and footing Is to be air entrained In accordanceLU 2-8d PER SUPPORT with Soctlon 4022 and Table 402.2. 14. All work to conform to the rules and regulations of the New York I°X6° 1/2" Anchor Baits (55'1'8-26) See chart on this shoot for spacing Energy Conversation Construction Code, All glazed area to be double V w, 3-&d PER 5UPPORT Anchor bolts are to be located within 12" from the epos of each plata section. glazed and all exterior door to have Insulated cores. LU Z :�� •�, Bolts are to extend a minimum of Y' In Into the concrete. 3" square washers are I5. Thio Insulation protection as Indicated on these plans exceeds , i ;ti 5 I the Code's minimum standards. +a to be provided for each anchor bolt, In accordance with 3.2,2.3 of the IggS 1 + Sd GOOLER5 I" EDGE / 10" FIELD edition of WFGM, b. These drawings and specification are Instruments of service and + - b' poured concrete foundation wall, 8'-0" high, 3000 li test shall remain the property of the Architect whether the project for WALL 5 TIHN Minimum depth-Section 403.1.4, 48' minlmum coverage to top of footing which thde Is executed or snot. They may not be used R 8d (5EE TABLE 3.q) 6"xb" pawed concrete wall footings, 30000 test on any Zr project except by written authorization of the Architect. Q 2-1 3/4"xll 7/b" Mlcrolam 6lyder (or 3 1/2"x11 7/6' Power Bi 17. Architect has not been retained for site supervision, y the - P -S „ 4" poured concrete floor slab with 6xbx*10 mesh and vapor barrier contrinspeactotionr and ovalcartbuilding as requireddepartment, or requested by the Owner, lib" bd 3 E06E / b" FIELD Damp proofing at exterior foundation below grade-5eetion R406 sent actor or local bvnding deportment, 51 N STRONG - TIE EDC ELD poured rete, column foot", test ° - • 5d GOOLER5 311EDGE/ 10' FII LD Masonryneschim ea to ndlnbe supported each concrete the c�� soarccof 12" minimum nw h UPLIFT - CONTINUOUS PATH CONNECTORS MT 12 sa 15�E T 3.gJy y e t Q RI001.1.1 and Figure R 003,1. ' ` 8d (5M TABU 5A) USE 51MP50N 5TRON6-TIE CONNZECTORS s Deck and porch footings as noted, 30000 test, 46" minimum burled depth FOLLOW PRODUCT SELECTION 6UIDE AND INSTALLATION MANUAL FOR HIGH WIND RESISTANTLU NO" 2-Bd PER SUPPORT Foundation wall to extend a minlmum 6" above finished grade CONSTRUCTION GATAL06 G HW02 L7P4 PER SUPPORT /JI Footing to be carried down to undisturbed soil ANCHOR BOLTS IN FOUNDATION USE: No footing shall be set higher than a 30 degree angle from arty other footing c.�5TB28 WITH BEARING PLATE, SEE FOUNDATION . < FL SHEATH Pour no concrete on frozen ground or in freezing water. Provide 3 I/2' steel lolly columns. NOTE5 FOR 5PAGIRS �" • 1 5MIJ:,TURA. PANELS „ Backfill shall not be placed against the wall until the wall has sufficient LTP I I' 8d b ED6E / 12" FIELD strength and has been anchored to the floor above, or has been suffldently SILL PLATE TO RIM J015T USE: A T 'I" IOd b" E06E / b" FIELD age braced to prevent damby the backfill (Section R404.1.7) LTP4 I6" O.G. AT EXTERIOR PERIMETER Floors - I CM Prescriptive Method. AND 6ARA&EMOU5E COMMON WALL USE (4)-8d NAILS AT EACH ENP DfM04AL 5OARD 5HEATH)N6 Floor framing shall be nailed In accordance with Table 3.1 Wil HIGH WIND 2-8d PER SUPPORT EDITION. i'IXb° OR I"Xb" Draft stopping - Section R502.12 6ARASE STUD 6ARAGE SILL PLATE USE= 3-8d PER SUPPORT 55P CONNECTOR AT 16" O.G. Fire blocking - Section R502.13. PANEL ED6l. IF WALL 5HEATHIN6 15 NAIUSE (4)-bd NAILS AT EACH END L'NMIL,REd)IRNTS AREA BA5ED ON WALL 5HEATHIN6 NAILED b" ON-CENTER AT THE LED 3" "wlannrt•-�"'i P AT"'T7 PANEL ED&E Floor Construction: " f TO ,0111 SHEAR 40PAGITIF5. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BI DOUBLED, OR ALTERNATE CONNECTORS 3/4" plywood sub floor, fasten per Table 3.1 WFGM. RIM .10157 TO SND GONNEGTION USE' SILL PLATE TO RIM JOIST AND 1 ' 6HE. Lq Floor Jolsts: see Foundation and Floor Plans, spacing as, noted. MT5 12, Ib" O.C. t g,►ip ';, UTC> hfAl•NTAIN THE LOAD PATH, Fasten r Table 3.1 WFGM. USE (4)-8d NAILS AT EACH ENDI I 14- RIM JOIST TO STUD GONNEGTION 2-2x6A sill with termite shield and sill seal. FLOOR TO FLOOR GONNEGTION USE: ` 1 2. WHOM IA THIN& CONTINUOUS ovm GONNEGTED MEMBERS, THE TABULATED NUMBER OF U ( NAIL SHALL HE PERMITED TO 8B REDUCED TO Finish floors per agreement. S 3b, I6" O.G. u SEA 115E 4)-bd NAILS AT EACH END j u M6id'RomI: PER Wall- Wall construction - WFGM Proscriptive Method. (TABLE 32 Ay- CM HIGH WIND EDITION) Wall framlrg and finishing shall be, nailed and or screwed In accordance with RAFTER TO SND CONNECTION USE 1}LL �?R- BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS IESISTINO LATERAL Table 3.1 WFGM M15 12, EACH ROOF RAFTER 511150N STRONG - TIE 1x6 fascia, wrap USE B Ibd NAILS AT EACH END o MT530 OR M5TI2 �i �l CJ.H .. 'R LOADS Overhangs as noted. RAFTER TO RID6E TO RAFTER CONNECTION USE: 0 - Cf 1OR BOLT GA ONNEGTIO • OUNDATION BRAGINO WALL PERMITER AXIMUM ANGOR BOLT SPAGINC� lnyl vented soffits. EACH ROOF RAFTER Aluminum gutters and leaders.5lding: see Elevations, SUPPORTING EDGE NAIL SPAGINO (IN) (2 ANGOR BOLTS) Tyvek housewrop. DECK P05T TO CONCRETE CONNECTION USE: Z / yywood goo SILL PLATE TO FOUNDATION I STORY ALL `6 2x4x IStuds a IV o,cw with 2x4shooandhdouble 2x4 p alto GM P8544A FOR EACH P05T 5TUD TO ROOF RAFTER (CRAWL SPACE OR BA5EMEYrf) 2 STORY Gypsum wall board DECK POST TO GIRDER CONNECTION USE: 23 23 1/2" GypsuO y 5/8,"Tylpo X 6f IB In garage. P644 FOR EACH P05T I-2 STORY 3 l9 I/2" MR 6W8 In wet areas GONNEGT I ON TABS F 3,8 WALL BOTTOM PLATE TO FOUNDATION GIRDER TO DECK J015T CONNECTION USE: 6 36 At least one window In each sleeping room shall comply with the exit requirements --,<- . ( B ON-6RADFJ of section R3I0. MT512 ® EACH JOIST SHEATHING LOCATION STUD SPAGIN6 STRUGTURAL SHEATHING' MAXIMUM NAIL SPAGING No-tE, MAX 12' FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY 51MPSON ,SEE RAIL. Note drilling and notching limitations In figure Rb02h(I) for bearing walls and (TABLE 32 AWFGM HIGH WIND EDITION) figure R 602.6(2) for non - bearing walls. PORCH P05T TO DECK USE: OR PANEL SIDING FOR 8d COMMON NAILS SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS F61STINO LATERAL Follow exterior corner framing detall Figure R602.10.5 P5T20 (ALIGN WITH JOIST BELOW (SEE NOTE I) (INCHES O.G.) (SEE NOTE 3) (I/2" ANCHOR BOLTS) PORCH POST TO G € SHEAR LOADS Roof assemblies - WFGM Prescriptive Method ORDER USE: P5720 4" PERMITE SHEATHING LOCATION STUD SPAGINC� BP WALL PERMITEiMAXIMUM NAIL SPAGING Asphalt strip shingles shall have minimum of six (b) fasteners per shingle (section PORCH ROOF RAFTER TO GIRDER USE: 6 E ro 5E-E NOTES 3 E 1-� r4EDGE ZONE R905.6) 1-125A AT EACH ROOF RAFTER F 6 (SEE NOTE 3) O OR PANEL SIDING FOR 8d COMMON NAILS Underpayment application (Section R905.2.7J E b Pal as o Masonry chimney Is to be supported by INTERIOR ZONE I6 (INCHES Ob) SEE NOTE 3 I/2" ANCHOR LTS For roof slopes of two (2) units vertical In twelve (12) units horizontal (17- concrete or solid masonry of 12" F 12 SEE NOTES 2 NOTE 1 6 percent slope), min.thlckncss and extending 6" beyond E 4 (SEE NOTE 4) E vP to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), each side of the chimneyto be tined. The GABLE ENDwALL RAKE AND RAKE TRUSS 4" EDSE ZONE 16 F 12 NOTE 2 underpayment linear material Is to be stainless steel or F 4 (SEE NOTE 4) E 6 shall be two (2) lyars applied In the following manner. Apply A Iq-Inch ( See, aluminum in accordance with UL 1777. Se _ of also 62424.13.51zing of venting system Is E= NAIL SPAGIN6 AT PANEL EDGE (IN) INTEWOR. ZONE 16 F 12 underiayment Felt layers with and Storting at the eaves , fastened sufficiently to to comply with section 62427(504). F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IW IL SPACiN6 AT PANEL EDGE I hold In place. Multiple flues are to be Installed In I. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4 FEET ON EACH FAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the cave , apply 36- Inch wide N14 mm( sheets of mderiayment, accordance with ROOI.I.Ghlmney fives SIDE OF THE ROOF PEAK, THE 4 FET PERIMETER EDGE ZONE ATTAGHF�NT REQUIREMENT5 SHALL BE USED. I FpR WALL SHE AT IN WITH 4 FST OF THE S IN THE THE 4 FEET EU6E ZONE ATTACHMENT overlapping connected to more than one Ilona 2. TABULATED 12" O.G. NAIL SPAGIN6 ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/TRU55 FRAMING - v successive shoots 19 Inches (463mm), end fastened sufficiently to hold in place ore to have a cross sectional tea not MEMBERS WITH a>OAL1. FOR FRAMR6 MEMBERS WITH 0,42<6<0.4q THE NAILING 5PAGIN&5 SHALL BE REDUCED RE6IUIRENIENTS 51 BE USED. . 2. TABULATED 12" O.G. NAIL SPAGIN6 ASSUMES SHFJ'.THIN6 ATTACHED TO STUD FRAMING MEMBERS N For roof slopes of fou- (4) unIYS vertical In twelve (12( units. less than the area of the largest TO 6 INCHES O. G. aA C004Q FOR FRAMING HET1BER5 WITH 042<6<O4q THE NAIL SPACINGS SHALL BE REDUCED TO 6",. connector plus 50% of the meas of the 3. TABULATED b" O.G. NAIL 5PAGIN6 A55UME-5 5HEATHIN6 ATTAGHED TO RAFTER/TRU55 FRAMING v • X 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS 5FIALL BE PERMITED TO BFD E sUEJ5TITUTIce Protection (Section Rg05.2.T.0 additional chimney connectors. Five cross MEMBERS WITH 6>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<0.44 THE NAtLIN6 5PAGIN65 SHALL BE REDUCED , - f'C Underlayment in High wind (Section R1105.2.R1105.2.1.2) ly 05 .7.2) sectional area Is to comply wetROOI.I I TO 4 INCHES O. G. FOR COMMON NAIL V Structural floor memeber� ore not to be cit bored or retched In excess of the Ilmitailor5 spealed II.R502b Outs notches and holes bored In Flashing (Section R9052b) Inlets to masonry chimney ora to comply 4. TABULATED 4" O.G, NAIL 'SPAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTEWTRUSS FRAMING - Ineered wood products are not permitted unless the effects of such penetrations, are speclFiwlly looted in the design of members in accord Chimney and fireplaces - Chapter 10 with ROOI.1.3 MEMBERS WITH 6>04q. FOR FRAMING MEMBERS WITH 0.42(6<0.4q THE NAILING SPACINGS SHALL BE REDUCED oerrmgg Energy Efflalency - Chapter 11, see attached report TO 3 INCHES O. G. ,. KitEi RSD292 Stud dNflktg and rxotchtrk] me also to comply with R602b Mechanical - Chapter 12 Exterior air Intake is to comply with seUton RI005. 5trvctural framing mem©hers supporting the chlmnay ore to be designed and reinforced to support the additional load, In T. NO: Misvlation material Is to comply with section 8320 and is to have aflame, spread Index not to exceed 25 >P smoke developed Index not to exceed 450 General Mechanical System - Chapter 13 accordance with R1002.5 with ASTM Eli standard. All a orad nrtitlaklon hOterli Wed on attic floors me to have a minlmum Heating and cooling equiprnent - Chapter 14 1' . Tostitg and a tact mound m>st ctxTI9 >`P r WWn finish Sys Exhaust tem - for 15 Wall and Gelling finishes ore to have a Fiame Spread classification not greater them 200 In accordance with•R3Iq,1 and a smoke developed Index not greater than 450. testing and /^�7 4rltkca radiant flue of 012 watt((cmi) Tssting s to be carried out as per with (J35TH EqIO st4 FbbWE vapor nos aro to be-YrstalFed o the worm mtu„ Duct System - Gh�f 16 alternate test mathods mus comply with ASTM E&45tai AL1 exposed Insulationmaterlals Installed on attic floors are to( hove a min. critical radiant flux of 0.12 wott/(cm)2. / . .Haa�� mC siding atfaclpaetd and Ajw4n m thklmess are to Comply combustion Air - ter 17 testi Is to be carried out as per ASRM Ed70 standard. exterior Irlsulatlon Finish s tem 6 to c I with RT03.q �/,,,,, tFra reulatlan n aft frgm ad walks , floors ad roof/cel6mgs GO17 Ing mlanr.Nrs a f the b rkl ng tier Mn✓atopa„h accordance with R502.5.2 Stud Chimneys and Ven s-Chapter Ib P °R ply L 'fl k* o and etotdtfng are also to comply -0 R602b Plumb" - Part VII F 2 Pl yu11 , 3oSI (o s'T 'Yo. 02406'1 OQ'c qTf OF z O - O d v l o V 9._O.. N W 45'-10" 20'_0" 12"r12" RG F p 24"x24 x12 MIN 4b" 5.0 V I j S) — � r — � r — � r — / z L J L In J � J J J 1 � (B) 2x12 GGA BIRDER I 1 � 1 - - - - - - - - - - - - - - - - - - - - - - - - - - -I — — " I 4 19L GIRDER — � UI POURED CONCRETELU W ROP FOUNDATIONS 54. TYPE SHE�TROGK - - - - 0'-2" POURED CONCRETE FOOTIN5 ey FOUNDATION GONG CN a'hlb �" LL MEET Q oouBLE uP LolsT cONn NucuS FOOnN� NALLs e GEwNe UNDER KITCNE" PRO SDE sib" E " ISLAND AND ALL AREAS WITHTILE EYP BC, ON GEL NE 1 PIN FLOOR J ABOVE -O"-0 ONE QR 4� p LEAST 3' ON A L ry SIDES AS PER NY 5 CODE .+' TJI JOISTS R 16" OG R-la IN6U ATI,--,N N BOILER _ ® SFOOK —DETE_GTO I — _ I I 2 CA� I I I � n2• srAwDARD 7TEEL PIPE I I a -0„ J 4 GARAGE L t J GOLUMv ON A — — — — � ' � 30"XFO"rlr;"DEEP POURED �+ 4' POURED GONG. 5LAB ON (T 2 m UNEXCAVATED GOMPAGTED SOIL i -%ONGRETE POJRTING (TYP 5 6 rl o I l r --1 �i- -I I_' LT7 77"7 F - 7 r - 7 "m I _ ! _ — — L — — —I _ 513/41, a ii Z -�— - _= 1 — _ — --- - I f harAF� — - � == = Q LTJ L _�JIr L — J L J LJ vIL J L — J I _ _ _ �' I DFYNEL To 0 tl — LIaECF AOLLs n _ o �I ti W h z N f - - - - - - - — o ago I Iv �q q o L 4 ¢ mill mfi v 1 ® Q / Q — 2aGl't" C%A i€D6ER- — rci I I rc, LLk z DROP FOUNDATIONDROP FOUNDATION r I Q WALL TO MEET 5LAB WALL TO MEET 5LAB p, S g 2 y. C F _ Q S L — __ p CONTINUOUS FOOTINE GONTINUOUS FOOTING 4 w K —9Q8c201 DQOg — — — — — �O(a1.J fLH�GQrL �I a (3) 2X10 c,`A GIR.DER _ F - - — _ — — — — — — 9 l0'_4" 13'_8° L — 313ROL-cL efSn+Mo Rooiq TS L _ J — — — — — — — — — — ,5 In vl - - - - - — T — L _ Q - - - - - - - - - —I fQ m - — LIS-pr _ N12°m TUBE FOOTINGS z ,-- f3J 2X10 CjGA GIRD - - I MIN 4H" 5EL W ORA-` E •— 1- i (MUST BE VIRoIN 501L I lu - - - — — J < v r- r I I i 12'_0" 74'-10" n N FOUNON PLAN - - -- - - ' SCALE: I/4" I SCDHS Ref. # RTO - 04 - 0048 sc � N 12-EF � TZIo -04-- 0048 f f \ s �p,ca-n"f enr r'W, Z gLIGH o 0 MARK V. RICKAB 501.19' o, c T N/O/F 0.0614 WIT cMc P nX Ival\ LLJJ 4 NO �j� -- fel q- LYNN L. RICKABAUGH 498.86' I N/O/F _ - d.wellinS U —�� T.H. VQ",G CrI N40" W 458.86' S 80'06' Z o TERESKO 200.00' -- 15.0q r,� N/0/F WALTER 0 Z b NN BO.O� 225.0 ' b N IQ C T h ELIZABETH MC GRATH Ll resr HOLE Q o N/O/F IN 2/23/04 r o _ aRO BFOWN SVLY LMM OL SURVEY OF PROPERTY �°° s' Y A T CUTCHOGUE TOWN OF SOUTHOLD PALE MOWN PeIE r0 MECY"/SANe SP SUFFOLK COUNTY, N. Y. P,P- 175.56' 60 --- 1000 - 109 - 07 - 5.2 _— WRCWN CLAYEY SwP an // / w N 80'06'40" E R.O.W. 5.25.00' -- — _ e- Scale: 1 = 40 0 o 30' 175.0e0 / Feb. 17, 2004 o - E o s_n1.1r1o' w. II SEP. 14, 2004 (foundation) 200.00' PALE BROWN PxE to I1E0XAl sANO s, MARCH 29. ^005 (final) I Mr N/O/F WM. BEEBE it CERTIFIED T0, DONALD DALY McGRA TH ELIZABETH MCGRATH COMMONWEALTH LAND TITLE INSURANCE COMPANY AREA = 14003 Acres ANY AL rERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION '(So NE4yy EIt XCEPT ASP POF SECTION ER SECT9 OF ION NEW YSUBDIVSION 2. ALLORK STATE TtCERTIFICA rhoNS i am familiar with /he F SUBSURFACE FOR APPROVAL yN LAW. 'o ysi.MET=c�?,/, AND CONSTRUCTION OF SUBSURFACE SEWAGE HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR * 9 7F and will abide the conditions set forth !herein and on the WHOSE SIGNA rURE APPEARS HEREON. � ermil to construct. , ADDIrIONALLY TO COMPLY WITH SAID LAW TERM " ALTERED BY N Q,4 618 The locations MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY shown hereon are e wells and cesspools OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED ' AND ECON/C VEY from field observations • BROUGHT - TO - DA rE " ARE Nor IN COMPLIANCE WITH THE LAW. (6311 765 - 5020 1797 and r from data obtained from others. ( O. BOX 909 ?- ., 1_ 1230 TRAVELER STREET SOUTHOLD, N.Y. 1197/ o1 -260 [,ILC-fiVIF SUF,i'OL'7C'OUNTY ,fire IiAR 25 FM 12: 16 N -t `"` s�• O vc,ca o T N/O RICKABAUGH o_o• MARK /F V. sDi.i9' s m y \VI � cc N g0.p6'40 E O a p Z SY.flcm hP s — --_-• ,Nell NO .� Ov F J o H 496.86' I N/O/F L NY NE L. RICKABAUG -- Y �welh_J /_ro n';�—_. TN. q58 B6' W 6 BDro6 40 TERESKO N/O/F WALTER G Z O ppe m i 200.00' -- .. 15.00 a N 80-p6140,. E CGRATH I,�� MC u ,� TEST HOLE' T /F ELVA6ETH m 2123104 O..RM a OWN SINOY I0AM M SURVEY OF PROPERTY MOWN 111--y S.w 91, A T CUTCHOGUE A i - - - - - TOWN OF SOUTHOLD .� PALE BROWN fWE r0 NEOI'MI SANG sF OD R/� o SUFFOLKNY loo- 109 - 07N 5.2 red -I-� -7.a n o -- - 1 - - T Scale: 1" = 40' -A PIP- 5.56' X7.00' aowN LAYEr snN✓ sc .00• \ Feb. 17, 2004 L,; 80.06'40 E 3G, R.O.W. f7 .0 E E; S. dl'l'I J w' 200.00 I PALE MOWN f% TO 4 W 9A110 SP MF BEEBE N/O W. M. y m /F w I > _ o P c CERTIFIED TO' DONALD DALY MCGRATH en ELIZABETH MCGRATH a {" COMMONWEALTH LAND TITLE INSURANCE COMPANY AREA = 14003 Acres o � � � IEpF NEW YO ME{zob h'jr ANY AL T-ERA rION OR ADDITION TO THIS SURVEY IS A VIOLA DON OF SECTION 7709 OF THE NEW YORK STATE EDUCATION LAW. �° 4"ifN P EXCEP 7- AS PER SEL TION 7209 - SUBDIVISION 2. ALL CERrIFICA TIONS am familiar with the STA14DAROS FOR APPROVAL HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AND CONSTRUCTION OF SUBSURFACE SEWAGE SAID MAP OR COPIES BFAR THE IMPRESSED SEAL OF THE SURVEYOR ?I6F0SAL SYSTEMS FOR SINGLF- FAMIL" RESIDENCES WHOSE SIG'NA TURE APPEARS HEREON. Dna will abide by the candlhons set lerlh Ihar.no and on the 'SS' ermil to construol. ADDITIONALLY TO COMPLY W7rH SAID LAW TERM " ALTERFC OY S MUST BE USED BY ANY AND ALL °URVEYORS UTILIZING A CO"Y ECONIC U VEYORS{ P, OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED " AND (631) 765 - 5020 FAX (63/) 765 - 1797 The locations ni wells and cesspools ° BROUGHT - TO - DATE " ARE NOT IN COMPLIANL'F WITH rHF LAW. P. 0. BOX 909 shown hereon are from Bald observations 1230 TRAVELER STREET ami or from data obtained from others. SOUTHOLD, N.Y. 11971 01 -260 3dSl � \ N �P-ca.n't cnr N Z MARK V. RICKABAUGH o- 5PI.19' oo- T N/O/F F N 80-06'4 E ego. rNe C L ( P � Pr'P1r. CO Q A N C �• o a 6'- L NY NE L. RICKABAUGH N/O/F --- �Lv ve aweu.„9 D b ! /' W tri 458.66' V6.0 an -, -`S 80.06'40 ZWALTER TERESKO P;na m o zoo.00• -- 15.00 a, N/O/F o _ Z b N 80'0640'• E N fn ODIm CP �I T GRA TH IF I O o N/O/F ELIZABETHMC TEST HOLE im 2123104 DARK dRaTN� °` "L TY 11W SURVEY OF PROPER T Y j62 / 90 � RR➢WNSANJ W�, AT CUTCHOGUE 1 - 3 TOWN OF SOUTHOLD l� // p�. / PALE BROWN FM'E TO.YEDILM SAND 5p Z) - ��p” SUFFOLK COUNTY, N. Y. ? P P^ 175.56' 600 -- — 7. 1000 - 109 - 07 - 12 ' 70 T.OP• �•Srp� NROWN CL.1Y£Y SANti sC �+ w N 80'06'40' E R.O.W. 5.25.00" _ —_ _ e• Scale: ��� = 40� 30' 175.00 / �w Feb. 17, 2004 q SE'. l4, 2004 (loundalion) �� i S 5-61'11'10' W ISI /\ 200.017' PALE eROI,N FNE TO MEpYM SAM yy r yy M BEEBE V N/O/F 1 Ir CERTIFIEDn —lo DONALD QALL Y McGRATH ELIZABETH MCGRATH COMMONWEALTH LAND TITLE INSURANCE COMPANY AREA 14003Acres PSE F NE{y�0 ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION - S�6p�M 1'MEItp 1¢ i OF SECTION PER C THE NEW YORK STATE EDUCATION LAW. I am familiar With the STANDARDS FOR APPROVAL EXCEPT AS PER SECT/ON 7209 - SUBDIVISION 2. ALL CERTIFICATIONS • AND CONSTRUCTION OF SUBSURFACE SEWAGE HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF If DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Flu .S"P 17 2004 and will abide by the condihons set forth therein and on the WHOSE SIGNATURE APPEARS HEREON. O ermil to conslracl. ADDITIONALLY TO COMPLY WITH SAID LAW TERM " AL TEREO BY I �'� ^ ' ' -'' � - 0• 49618MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY The locations wells and cesspools OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED " AND ECON/C U VEYOR , 765 - 1797 shown hereon arree from fieldI observations ' BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE LAW. (631) 765 - 5020 FAX (6311 and or from data obtained rom others. P. O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 01 -260