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29719-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30228 Date: 06/02/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2360 NORTH SEA DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 5 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially -to the Application for Building Permit heretofore filed in this office dated AUGUST 20, 2003 pursuant to which Building Permit No. 29719-Z dated SEPTEMBER 9, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificat=e is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK AND TWO CAR GARAGE UNDER AS APPLIED FOR. The certificate is issued to DONALD J & JEAN C VAZQUEZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0123 05/28/04 ELECTRICAL CERTIFICATE NO. 85849C 05/14/04 PLUMBERS CERTIFICATION DATED 05/17/04 HI-TECH PLUMBING Authorized Signat re Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ONITHE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29719 Z Date SEPTEMBER 9 , 2003 Permission is hereby granted to: DONALD J & JEAN C VAZQUEZ 46 ROUND ABOUT RD SMITHTOWN,NY 11787'' for . CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER AS APPLIED FOR PER TRUSTEES & DEC; FLOOD PMT. INCLUDED at premises located at 2360 NORTH SEA DR SOUTHOLD County Tax Map No. 473889 Section 054 Block 0005 Lot No. 001 Pursuant to application dated AUGUST 20, 2003 and approved by the Building Inspector to expire on MARCH 9, 2005 . Fee $ 1, 182 .40 G Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 e TOWN OF SOUTHOLD lv p BUILDING DEPARTMENT t c a k> TOWNHAL 765-1802 5- i a APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 1 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 fo xi}- 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains 16s tFi`an 2/10 of l%lead r i 5. Commercial building, industrial building,multiple residences and similar buildmgis dnd ins tigAWIif6`U'_' of Code Compliance from architect or engineer responsible for the building. (= 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957 non-conforming uses or buildings alu� erre=existing" land uses: b (P 1 ) b b 1. Accurate survey of property showing all property lines streets building and anusual natural or to o ra ]lie features. 2. A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied,tlhe Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residcnlial $15.00, Commercial$15.00 Date. New Construction: /10 Old or Pre-existing Building: (check one) (� Location of Property: of X60 9- `;1 _eA Oelt cV.� �'O U C House No. Street Hamlet Owner or Owners of Property: JA-e,fl 14 �`c� �i z! 'e Z-- Suffolk County Tax Map No 1000, Section Block Lot © / Subdivision Filed Map. L,ot: //�� Permit No. _ /�Date of Petmit. Applicant:Zy4j, 3 ..v� (,�f�_ Health Dept, Approval: Underwriters Approval: g® � Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ o (check one) Fee Submitted: $ ant Signa Electrical Inspection Certificate Issue Date. Electrical Inspection Service, Inc, Application Number 5/14/2004 375 Dunton Avenue 85849C East Patchogue, New York 11772 (63'1)296-9042 Issued To: Zoumas Cont. Corp. Street: North Sea Drive Village: Southold Zip: 11971 Town: Southold Section: 54 Block: 5 Lot:. 1 Contractor: D. L. T. Electric (L) Lic. # 4966-E r Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects C Pool EXI let Floor ❑ Indoor X Basement ❑ Hat Tub I Residential J Det.Garage O Attic 7 2nd Floor 0 Outdoor LI Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 269 28 35 6 2 _ Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 40 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 2 4 1 Meter Amps Phase UG/OH Jac=! Television CO Detector 1 200 Bldg. Permit: - Other Equipment garage door receptacles 20amp/20amp �� pecel receptacle/2-30amp ac/1-1.---_ air - andler/ 120amp garbage disposal Hugo . Surdi f. President Rough inspection: 03/23/2004 Inspector: John Me Mahon 111 Final lnspacd.m 05/13/2004 I airactur: John Me Mahon III I I This certificate must not be altered in any manner. Inspectors may be identified by their credentials. •.w M't ` 1 ''.A 'ill i ut. I /"'-k 4 l - .. Mist ! a 0 k ray ;t . tri• t r r' n ' o L5 a. I S -F LF f 41 M °,.N }ail:;!•., k' t 5° '"~'' .12} r •. *, ri ° ,i, r'.fr {} f} :,r s,.'id:.,, .• F5 r . . . .. : Y v"Vv9' •{, i a , r ir.' ,h >y}i 1 vw4 i,s � d�.v t'�'ae L,�F ao�gUFFO(,�co Town Halt,53095 Main Road T Fex(631) 765-1823 P.O.Box 1179 'li `g - Td.phonc(631)765-1802- Souaiold,New York 11971-0959 13USLDING DEPARTMENT TOWN OF SOUTHOLD - - CERTIFICATION Date: lob Building Permit No. Owner: ' ©,Q!}t,D t \ems - (please print) Plumber: .- (please print—, I certify that the solder used in the water supply system contains less than 2/16 of 1% lead. - (Plumbers Signature) Sworn to before me this 1 _ day of_ D Dares a ra m el Nv" ! v sulfaN�w G is Stave 24 ry 5w Snaufi Coy= tY Pd MM-tjc: -'9 ' « Ccmmi.ainn E-p;as nn'', `0 i lq,' y Z�S Notary Public, Comity l FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31,2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION Fix lmi.rau eCompany Use: Bill-DING OWNER S NAME PuficY NW'1>x - .. .._. . ❑Illi I11\(:SI ILLI AUJitESS('u:;ludiu,w Trp...Unit Sui'c.nrrl:c:RUIg.Nc.i O:r^O •RO.IT A\7 RO%NU. rhripzr'y NAIC Number . A, OYTI ....., r 4 __ T)Y,Ld� CITY STATE ZIP CODE PROPERTY DESCRIPTION(Lotand Block Numbers.Tax Parcel Number,Legal Description,etc.) /OCRes de Sal, —r9S`—�� BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,If necessary.) LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: IJ GPS(Type): or tt#-HM1HM°) J NAD 1927 J NAD 1983 J USGS Quad Map IJ Other --- SECTION B-FLOODINSURANCE RATE MAP(FIRM)INFORMATION B7.NFIP COMMUNITY NAME&COMMUNITY NUMBER U2.COUNTY NAME B3.STATE ;;®® vr>vu o,� So:.-N•.e7d :3C0E9f3 c�•• ��1� - 7r B4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX BT.FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S} (Zone AO,use depth of hooding) /s 6'- I I ins 0,4- 90 A_- B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. LI FIS Profile 1A FIRM- LI Community Determined LI Other(Describe): B11. Indicate the elevation datum used for the BEE in B9: IX1 NGVD 1929 1_1 NAVD 1988 1_1 Other(Describe): B12.Is the building located Ina Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)?- J Yes I_VNo Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on: .L_jConstruction Drawings* I_IBuilding Under Construction* 11"inished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number C, _(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3. Elevations—Zones At A30,AE,AH,A(with BFE),VE,VI-V30,V(with BFE),AR,AR/A,AR/AE,AR/At-A30,AR/AH,AR/AO Complete.Items C3.a-1 below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum NG97 fry Conversion/Comments Elevation reference mark used. Does the elevation reference mark used appear on the FIRM? LI Yes 1)(INO O a)Top of bottom floor(including basement or enclosure) ;,w - - O b)Top of next higher floor ft(p) O c)Bottom of lowest horizontal Structural member(V zones only) A;Aq rL(w) ❑ d)Attached garage(top of slab) S .L ft.(N) w.c LI a)Lowest elevation of machinery and/or equipment m �7q " s•'� „ �` servicing the building (Describe in a Comments area.) /D ft.(sNj E A O f)Lowest adjacent(finished)grade(LAG) �fl.(46) s ❑ g)Highest adjacent(finished)grade(HAG) - S .C2 ft(1# O h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade •., O i)Total area of all permanent openings(flood vents)In C3.h l02 sq.in ( !fit) ~ ° p SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This cortification is to be signed and Settled by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C on this cefcate represents my best efforts to interpret the data available. I understand that any false statement_may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CE{2TIFIER'S NAME p LICENSE NUMBER 1496,113 rfir('/'3 TITLECOMPANY NAME C- -_..A9sa Svii vs 2 ose' n P Lav J;Jz av3 _ ADDRESS f7 s� I GUY PODE SIGNATURE HON FEMA Forth 81-31,January 2003V See reverse side for continuation. Replaces all previous editions - oS. S _...71T.._ l — l1kIA\I: I ��e!:�. sya;:as.uupy. rtcc^rspnudufm � ::�inr -•�,r 5:s; 'er .\ r SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent(campany,and(3)building owner. COMMENTS LI Check hereif attachments SECTION.E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A('OVITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through ES If the EI'vation Certificate is intended for use as supporting information for a LOMA or LOMR-F,Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed– see pages 6 and 7. If no diagram accurately:represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is LLI ft.(m)LLI in.(cm)1_1 above or LI below (check ane)the highest adjacent grade. (Use natural grade, if available.) E3.For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is - I IJ.ft.(m)1J_Jin (cm)'.above the highest adjacent grade. Complete Items C3.h and C3.1 on front of form. E4.The top of the platform of,machinery and/or equipment servicing,the building.is LLI ft.(m)I IJ in.(cm)1J above or LI below (check one)the highest adjacentgrade. (Use natural grace,If available.) E5. For Zone AO only: If no flood depthnumber is available,is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance?I I Yes I I No I IUnknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNERS REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A,B,C(Items C3.h and C3.1 only),and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A,B, C,and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS LI Check here if attachments SECTION G-.COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance win complete Sections A, B,C(or E),and of this Elevation Certificate. Complete the applicable items)and sign below. G1.IJ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized by state or local law to certify elevation informatlon. (Indicate the source and date of the elevation data in the Comments area below.) G2.1 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zona AO. G3.1J The following information (Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6 DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY- — ISSUED G7.This permit has been issued for: 1J New Construction 1J Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building is: ft.(m) Datum: Gg.BFE or(in Zone AO)depth of flooding at the building site is: —ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS J Check here If attachments FEMA Farm 81-31,January 2003 Replaces all previous editions ='✓P�vaa- 3 Board Of Southold Town Trustees SOUTHOLD, NEW YORK t: PERMIT NO. .- SL 30 DATE: ..Set. 25, 2002_.P .... ISSUED TO .._ ._.....DONALD' VAzROEz_ � .�utiinri�tttinn ; � G Pursuant to the provisions-of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- ' r, titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the A, , Resolution of The Board adopted at a meeting held on _Sept 25th, , ' r aY 2U0$-., and in consideration of the sum of $ 2QQ,QQ.... paid by t" L ' +n^-Gon�ai9i:ants `size.o cASi behalf'-of-DOYla1fl "Vas quez ' of _......Southampton. -- . N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: I Wetland Permit to conalrvct on apiling foundation a two story,one family dwelling with ( i c attached garage,porch,and deck with drywalls and,attec clear an area np to 50'from the freshwater wetland boundary;and establish a 50'wide nan-0isturbance icon-fertilization buffer to remain natural and undisturbed adjacent ro the wetland boundary,erect a shed connect m public water service,placement of 250 cubic yards of fill,installation of a septic system 3 s' pervious driveway and drywells. ' IN,WITNESS WHEREOF, The said Board of Trustees here- by causests Corporate Seal to be affixed, and thesepresents to be subscribed by a majority of the said Board as of this date. r �oSoeFocs-�o � j 4 d e t TERMS and CONDITIONS The permiree Donald Vazquez residing at ?.'Ano ucrth Sea Llrive, Seutkmsld, N. Y., as part of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or daims for damages, of suits arising directly or indirectly as a result of any oper- ation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits'initia ed by third parties, and the sold Permittee assumes fall liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2. That this Permit is valid for a period of 2e am which is considered to be the estimated time required to complete the work involved, but should cirarrmtances warrant, request. for an extension may be made to the Board at a later dace. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth- orization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-oompliance with the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. G. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Soutbolt',require time removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Ttistees, the work shall cause unreasonable obstruction to free navigation, the said Penailttee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee or the completion of the work such- orized, 9. That the Permittee will obtain all other permits and consents that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain same. WILLIAM R. SUCKOW, P.E. & ASSOCIATES Architects& Engineers _._ ._._. - - (516i' 63-7574 Suite L 3555 Veterans Memorial Highway Ronkonkoma. NY 11779 Fax: (516) 981-3971 December 23, 2003 To Whom it May concern, Re: Piling Installation 2326 No. Sea Rd. Southold This is to certify that the pilinginstalled at the referenced location has .been completedin accordance with the FEMA Code and plans prepared by Robert Higgens,.. AIA. All piles are to -10 MSL And have achieved a minimum bearing capacity of 15 ton. Four ruly iam „ WillR. Suckow, PE t@'OF NSW 4Q y�P `xp p, yGC R„f WRS/cg �e MIAS w � ,EB26 -' k L.� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03088100001 21 February 2003 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(5) UndertheEnvironmental 1 March 2008 Conservation Law TYPE OF PERMIT ■New ❑ Renewal ❑Modification ■Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5:Protection of ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7:6NYCRR 350: Waters Certificaton Solid Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9:6NYCRR 373: Hazercous Waste Manapement ❑ Article 15,Title 15:Water Transport ❑ Article 19:Air Pollution Contra) ❑ Article 34:Coastal Erosion ❑ Arnold 15,Title 15: Long Island Wells Cl Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 27:Wild,Scenic and ❑ Article 36: Floodplain Management Recrea Bona[Rivers ■ Article 24:Freshwater Wetlands ❑ Articles 1,3, 17,19,27.37: ❑ Article 25:Tidal Wetlands 6NYCRR 380:Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Donald Vazquez 631 724-7859 ADDRESS OF PERMITTEE 46 Roundabout Road,Smithtown, NY 11787 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Robert E.Herrmann,En,Consultandi Inc. (631)283-6360 1329 North Sea Road,Southampton,NY 11968 NAME AND ADDRESS OF PROJECT/FACILITY Vazquez Property,2360 North Sea Drive,Southold LOCATION OF PROJECT/FACILITY SCTM: 1000.54-05-01 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffiok Southold Lill Pond 50-25 E:714.2 N:45505 DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a single family dwelling with an associated septic system, decking, shed, and driveway. Approximately 250 cubic yards of fill from an upland source shall be utilized for the septic system installation. All work is to be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,ell applicable regulations,the General Condltlons specified(see page 2&3)and any Special Conditions included as pan of this permit.. PERMIT ADMINISTRATOR: ADDRESS George W. Hammanh, Region 1 Headquarters Deputy Permit Admin5trator Bldg.#40,SUNY,Stony Brook, NY 11790-2356 AUTHORIZED SIGNATU DATE / Page 1 of 4 TOWI+J OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST, SUB. LOT 4 CIA 1 FORMED ER ' N'. _. E ACR. Ido>.'f� Jaz, �Lh—. �,,J,1 ' Ia, .S S W TYPE OF BUILDING 6KSat S - ;C4 ,419-S /t' RES.- SEAS. VL. FARM COMM. CB. MICS. Mkt. Value _ LAND IMP. TOTAL DATE REMARKS .( .a.. C. 3 3 ^-'o l 7 it i AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Vclue Acre Tillable -FRONTAGE ON WATER I Woodland _ FRONTAGE ON ROAD f. t C _ c'9 r, Meadowland DEPTH 5 House Plot BULKHEAD s, Total DOCK 7 z _ ' COLOR k i HA -- T :+ - CCS r — TRIM Y M. Bldg. — — . - 0 y 0 P-� Foundation Bath a;o 3 0 o D �`, y+' Dinette Extension U-r'>-; r•/ 17, -- Floors K. Extension Ext. Walls (interior Finish LR. Lit,b I Extension Fire Piecev Heat yq_ DR. . '. hr Type Roof Rooms 1st Ffoor BR, Rareh'�tf,'rk g. � 1 . Recreation Room! Roams 2nd Floor FIN. B. Porch --- Dormer Breezeway Driveway — — - _— - -, Patio - — - — 0. B. __— Total_ Permit Number MECeheek Compliance Report Checked By/Date New York State Energy Conservation Construction Code MF,Ccheck Software Version 3.3 Release le Data 5lename:A:lvazquczTNERGY.cek TTTLE:Vaistwi.Residence COUNTY:Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:0771$103 DATE OF PLANS:7-03 PROJECT INFORMATION: North Sea Drive,Southold NY COMPLIANCE:Passes Maim mt UA—320 Your Home=310 3.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1410 30.0 0.0 49 Ceiling 2: Cathedral Ceiling(no attic) 210 19.0 0.0 11 Wall 1: Wood Frame, 16'o.c. 1522 13.0 0.0 103 Window 1:Wood Frame,Double Pane with Low-L' 190 0.350 67 Doo 2:Glass 61 0.350 21 Door 1:Solid 21 0350 7 Floor 1:All-Wood Joist/Truss,Over IJacoaditioned Space 1585 30.0 0.0 52 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this perm it application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief;and professional judgment,such plans • cementions are in compliance with this Code. Balder/Designo _ _ " ,4r�`\ ,�S�viL,.- Date '-), dr a� MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:07118103 TITLE:Vazquez Residence Bldg. I Tept Use Ceilings: [ ] j. L Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: I Abovc-Grade Walls: [ ] 1. Wall i.:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: _ I Windows: [ ] 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes_Fume Type Thermal Break?[ l Yes[ ]No Comments: _ Doors: [ ] L Door 2:Glass,U-factor:0.350 #Panes Frame Type Thermal Break.?[ ]Yes[ ]No Comments: [ ] 2. Door 1: Solid,U-ffictor:0.350 Comments: I Floors: [ ] I. Floor 1:Ail-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sconces 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.Ifnon-TC 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 he 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 sped fications. Duct insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics a outside the building must be insulated to R-4. I 1 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. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely Fastened with welds,gaskets,mastics (adhesives),masdc-plus-embedded.-fabric,or tapes. Duct tape is not permitted Frception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). f ] Ducts shall be supported every 10 fleet or in accordance with the manufacturer's instructions. [ j Cooling duels with exterior insulation must be covered with a vapor retarder. l ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] F,.ach dwelling unit has at lesat onethermosmt capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electricmeters are required for each dwelling unit Fireplaces: [ ] Fireplaces must be installed with tight fitting non-coubostible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions ofthe Building Code of New York State,the Residential Code of New York State or the New Pork City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers most have a heat trap on both the inlet and outlet unless the water heater bas an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot wall pipes to the levels in Table 1. Circulating Ant Water Systems: [ ] Insulate circulating hat water pipes to the levels in Table t. Swimming Pools: [ ] I All heated swimming pools must have an omoff healer switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pont pumps require a time clock. Beating and Coaling Piping Insolation: [ ] HVAC piping conveying fluids above 105 V or chilled fluids below 55 OF must be insulated to the levels in Table 2. WILLIAiM R SUCKOW, P.E. & ASSOCIATES _. ._. Architects & Engineers - (S fG) 563 X7574 Spite L 3555 Veterans Memorial Highway Ronkonkoma. NY 11779 Fax. (516) 981-3971 December 23, 2003 To Whom it May Concern, Re: Piling Installation 2326 No. Sea Rd. Southold This is to certify that the piling installed at the. referenced. - location has been completedin accordance .With the FEMA Code and plans prepared by Robert Higgens, AIA. All piles 'are to -10 MSL And have achieved a minimum bearing capacity of 15 tan. Your ruly i William R. Suckow, PE qg.of NEby d-.o I WRSIog A �. i EB2620 ', ar 't-Ff T. TERRY I � + "p"t_ 1 11. S TINS NI2a, I ONcTOWN CLERFC o P.O. 0 :�� rn�- S aIFaIJ. -'Y .. I. q 4tn fANi ar 9TN SfATISn CS �`q �_ IC3 ti Fa' (BILI J(r c.l qna —MAGE OFFICI:N `i - `per T Icphnnc 151( I ]G$. h ,,cORI15M IAGEMEMT OI'FICEII rRCCOOM OF INroM IIQN OFFICER Ol'F1CG OG THE TOWN CI_,GRK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED 13Y THE SOUTHOLD l-OWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to he used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development Permit Aopllcation" (FC)P(93) ] . and "Certificate of Con+pliance for Development in Special Flood Hazard Area [C/C(93) 1 - Fri rov✓N of so`m+ou Judith T . terry Southold Town Clerk August 25, 1993 APPLICATION a PAGE 1 of 4 -- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This Corm is to be Filled out in duplicate_ SECTION I: GENERAL PROVISIONS-fAPPI,ICANT to read and sienl: L. No work may start until a permit is issued. 2. Ile permit may be revoked if any false sw..m .0 are made herein. 3. If revoked, all work must cease until permit is it- issued-4. Developme¢t shall or be used or o mpiM nail a CertiLearc of Comphancc is issued. S. The permit will expire if no work is commenced itbin Six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory tequircmews. 7. Applicant hereby gives consent to the Local Administrator or ha/her rcpr=ntad a to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE B "`T OF MY I N DGE,TRUE AND ACCU r (APPLICATR'S.SIGNATURE) DATE O. Gq SECTION 2: PROPOSED DEVELOPMENT Ff. be comolemd by APPLICAN-n NAME ADDIZU5 TELEPHONE Z(D f✓l.F}�i C:OhJ "__ ,o '�O 6l vAVWIN- –LI—eG-. BUILDER C-- _. _ a ✓ > rrGlrrEER 'g -- _. gIs- „r2_. Ste_. etJ_A�r'._ nee, i9 Ge^ : . N•� J097- PROJECT L0CA'1JQU: To avoid delay in pruerming the app6,,6o., please provide .....b information to easily identify the project location. Provide the street address, to( number or legal description (attach) and, outside urban areas, the distxnr< to the.cares(in(vsettivg road or well-kn owz,Liirdmark A sketcb muched to this application showing the project bead-. would be hclphd_ s �36D N_on - S SJ2rv_ v Q FDP(93) APPLICATION m _ PAG F 2 OF a LIFSCRIPTION OF WORK (Check all apptiwbl, boxes): A. STRUCTURAL DEVELOPMENT ACTT-YITY //5� RUC.TURE. IYPF Nev St u n,v NPResidential (1-4 Family) ❑ Addition ❑ Residmdd (More than 4 Fundy) ❑ Ahcracioa ❑ No.-residc4ual (Floodproofmg? D Yes) ❑ Relocation ❑ Combined Usc (Rosidential & Cummercial) ❑ Demolition - P Cl Manufactured (Mobile) Home (fa Mar.- 11 Replacement faaured Home Park?, ❑ Ycs) FSTIMATED COST OF PROJECT S �Sg,O00 c-0 B.OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (E=epl for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Cltarmel Modifications) , - ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Svicet or Bridge Cons[ Wou ❑ Subdivision (New or Expanzioo) ❑ Individual Waco o� Scwcr Sys[.. (� {/ El Other (Please Specify) tr a 400W, ( 10 _0_tJ Qi a Jnj Af[cr romplc[ing TION 2, APPLICAPTr should submit corm to nc,J Acmes ua[or for rosicw- SErTTON 3: FLOODPLAIN DETERMINATION (To be completed 6v LOCAL ADMIMSTRATOR) The proposed devdopmeut u luea(ed en FIRM Panel No. Dated__ The Proposed Development: O Is NOT located in a Special Flood Harard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMEM PERMIT IS REQUIRED). ❑ L I—(1,d in a Sp chtl Flood Hazard Arca. FIRM z nc daiP,nation is 100-Year fl—d devalion at the site m: FI. NGVD (MSL) ❑ Uoavailahlc ❑ The proposed dcvclopmcnt is located in a floodw FBFM Panel No. Dated ❑ Sar. S,uon 4 (or additional 'mstvaioos. SIGNED-___-_ DA'PF — APPLICATION # PAGE I OF 4 SECTION 4' ADDfTIONAL INFORMATION REOOIRpO (Tg he mrt Acted h_v L(1CALADMINIS'IRATORI Th, sppGaut must submit (be documtuls cherkcd below be(or, the appfimuon can bt processed: Cl A site plan sbowing the location of all c. tmg mructure:, water bodies, adjacent roads, lel dimensivus and proposed development. U Development plans,drawn to scale, and specifindons,ivdudimg where applicable:details for ancLo,mg sEruau'cSr proposed[...tion of lowest floor('mUig bas mccQ, types o(water resistant materials used below the fust floor,details of Iloodp...Cmg of uuh(,S loratcd bdow the fust floor and details of eudosures below the fust floor. Also Cl Subdivision or other development plans (Il the svbdivisiaa or other development exceeds 50 lots or 5 aures,whichever is the lesser,the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations ❑Top of new BI] elevation FL NGVD (MSL). U H dproofmg protection Iced (nomresideutial only) 'C NG VD (MSL). For floodproofed structures, appfimnt must a(tach =Wiimdou from registered engineer or architect. - U Ce Lilimtion from a registered enpiueer that the proposed aamcy in a regulatory Roodway will not result in azo iucrcast in the height of the 100-year flood. A ,py of all data and calculations supporting this fmd'htg most also be submitted_ ❑ Othu: SECTION 5• PERMIT DETERMINATION (To be c ,l ((ted by LOCAL ADM ip(ISTRATO W I have deteamfned that tht proposed activity. A O Is _ B,O Is not in cunlor.uaum with provisuuu, of Local Law 0' 19 . The permit is issued subject to the conditions attached to and made pan or this permit. SIGNEn_ DATE If BGX A IF Shet'ed the Lgcal Admiuinratnr may u4uc a Dcvdopmcnt Pcr u( upon pa)mert of designated (cc. If BOX B is checked, the Loral AdmirdAratur wJl provide a written xummwy of dcGcicucies. Applicant may revise and resubmit an appGca(iou lu (he Local Administrator or may request e bearing from the Board of Appeals. • APPLICATION a _ PAGF 4 OF I APPEALS: Appcalcd to Board of AppcalS? O Yce ❑ No Heating date Appeals Board Dccisioo -- Apprwed? O Ya ❑ No Camditioas SECTION 6: A BUILT ELEVATION Ue svhmiucd by lrA?— is c( rc e tJcatc o( C m 'ante ued TI¢ following iuformatiou must be provided for projcei structures. This scrtiom mat be completed by a registered prolessional engineer or a hcemsed laud surveyor (or attach a r ,O.don to dtis application). Complete 1 or 2 below. L Actual(AyBuilt) nt"Liom of the top of the lowest floor, iucluding bascmcm[ m Coastal High Hazard Areas, bottom of Iowa[ sttvctnral member of the lowest floor, excluding piling and cola®ms) ir. FT. NGW (MSL). L Actual (As-Built) Elevation of Boodproolmg protcctiou is FY_ NGVD (MSL). NOTE: Any work performed prior to submival of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION o be Com Ictrd b, AL ADMINITRAXOR) The LOCAL ADMINISTRATOR will complete tivs soction as applicoblo based no inspcaiom of Lbe proicet to ensure compliance with the community's local law Cor flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES fl NO DATE BY DEFICIENCIES? ❑ YES TI NO - DATE BY DEFICIENCIES? ❑ YES IJ NO SECTION ft: CERTILICATE OF COryfpLlppl�EfTo be complr.Srd by I�1CAL ADM1ilNLSTRAl'Q R) CutiGcam of C,nmpOancc issuul: DATE—___ BY; _ -- Attachment e , SA PRE CERTTFICATE OF COMPLIANCE fur Developm?nt in a Spacial Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT' IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITII THE REQUIREMB;N'15 OF LOCAL LAW # 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19_, AS MODIFIED BY VARIANCE DATED __ SIGNED: DATED: CIC(93) .Applicant/ - Date Owners Name: Jf L/ Reviewed: Architect/ . _ . .. 1 Date / Engineer _ . . g � � ��� Su6ntilled: Sarna n: Oislricc lam. sw(ion: t� 131ock'. S— Laf. Project - - q Subdivision Location: bpd - -...±Y� / Sy_�,f2XName__ __.__ p Singlet, separate Required cei uricalinn: /Nu J/11 ,,�� Rm - R y 2 L(I�IOEI)1 tda. Ab IIA,.�i,�. - d JTt) A i aI-4 -I If t.uvcregc R 4. R,R �,J [R- ! ! fl' i r,a+f�r„o err�i©_t tSes vare (> � rroro:cd, 3 y ..q�r�jp— [r , v„,e Project Description: - - A!31S4r77,ERML Permit RRC),IJLRCD COR RL;VL r W N.A. rr O. XES N—Urnb< o- Suffolk County HealBrllept. New York State D. 6. C_ ✓� Town Trustees _— Town Zoning Board approval?s s Toum Pluuung Boardapproval Flood Plane Elevation??? Flood Zone: raD NOft Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 07/23/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash#:3020 Total Paid: $10.00 Name: Zoumas, Contracting Corp r P O Box 361 Wading River, NY 11792 d a Clerk ID: JOYCEW Internal In 79880 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 18T [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY EMARKS: +' Ga - ate - DATE INSPECTO 4 765-1802 BUILDING DEPT. INSPECTION [ ] FOUND/DATt6h IST [z "ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [/��RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETT`Y;INSPECTION df REM S:. ' /1 -lP !�L>e✓ f 1 DATE / INSPECTO if f 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] R ON PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ } FIREPLACE & CHIMNEY [ IRE SAFETY INSPECTION - r C DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH BG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING INAL [ ] FIREPLACE $ CHIMNEY [ FIRE SAFETY INSPECTION REMARKS: DATE INSPECTO FSLTJ)lssPECnoNRVO,tTj DATE CON AMM ._ J N FOLISDATIaN tlsr� '` FOUNDATION(2ND) f - or— v � C � y 'ROUGH FRAMING& PLUMBING I I LTSULAiIONPERN.Y. - STATE ENERGY CODE i II EDLSL - ADDTiTONAL COb1rApz S ` O V �R z 0 4 � c t7 i TOWN OF SOUTHOLD . - " BUILDING PERMIT APPLICATION CII£;CKLiST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of14calth SOUTHOLD,NY 11971. 3 sets of Building Pl. _ TEL: 765-1802 Survey PERMIT NO. check septic Fonn _. N.Y.s.D.E.C._ Tnutees Exatnined 20 Cont - IbUNAS CONTRACTING CORP. Approved ,zo_. _Mail w: PO Box 361 Disapproved a/c Wading River,NY 11792 Flwye: `,�24- u Building Tuspector - AUu20 Ien � APPLICATION FOR BUILDING PERMIT ,,' : T,rt ` `- Date 17-y ,200' 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 Tnagwtor will issue a Building Pent it 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 a Certificate of Occupancy is issued by the Building inspector, v APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or atterations or for removal or demolition as herein described.The applicant agrees to'cor ii'y with Eli'reA cable Taws or`ivanccs,-building code;housing crode,arc-epulati i v,and to ad;rat ;authorized inspectors oh premises and in building for necessary inspections. ( attire oof OX RL-11 , a co� if�� rpcttab- WWW River,NY 11792 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �a it, Nance of owner of premises �2Ar.] ..'kZ— (as on themrox or latest deed) If app ' ant is a torpor on, signature duly authorized officer / - � Name and title o �polate offices 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: ��l�o timMTu Sin 4J2r ��. �ri�.`Tt-I��D House Nmnber Street ` Hamlet County Tax Map No. 1000 Section S'J Block r .*s Lot of_ Subdivision Filed Map No. Lot- ( (Name) 2. State existing use and occupancy of premises and intended use and occupancy Of pfoposed constmction: a. Existing ase and occupancy b. Intended use and occupancy_ . y t�dd'IL {.y k41,0 OeGr 3. Nature of work(cheek which applicable):New Building_ Addition Alteration Repair . Removal Demolition Other Work (Description) 4. Estimated Cost �J.57v oo .� o Fee _ ,.� t, (to be paid on filing this application) r „F 5. If dwelling,number of&µ� Iling units _ _Number of dwelling units on each floor If garage, number of 6. If business, commercial or mixed occupancy, specify nature and extent of each typo ofuse. - 7. Dimensions of existing structures,if any: Front !Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth_ Height _Number of Stories S Dimensions of entire new construction: Front_ r 10 Rear 0 „„Depth Height__ Q Number of Stories 9. Sizeoflot: Front 9; 9 'L Rca±. 1Y.'{ I --Z- Depth--L9 'J. Io 10. Date of Purchase_.. Name of Former Owner 11. Zone or use district in which premises are situated _ 12. Does proposed construction violate any zoning law, ordinance or regulation: - 13. Will lot be re-graded Will excess fill be removed from promises: YL N0 �(-��� � ,/ -� O / / Sllllx.+ 14 Names of Owner of preornscs _n W o, Ds.N � address e-/B 9� +rxAPa✓fl�Phone No._ 7� _ Name ofArchite�ct Jia' t N� _Ad ess [tvAr a sone No R7 - 3 Name of Contractor_� �vm 44 &a4Address _l dtn Phone No. czg '1®f7 0 I 15. Is this property,wnhinj 0(Jfeet'gfa u4aIwetland? *YE;S NO IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAYBE 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 typographical data on survey. STATE OF,NEW YORK) SS: COUNTYYOOF� J- o N.zJ being duly sworn, deposes and says that(s)he is the applicant ('Vatic of individual signing contract)above named, (S)He is the - (Contractor,Agent, Corporate Officer, etc.) of said owner or owrwrs, 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 wort:will be performed in the manner set forth in the application filed therewith. - Swom to before me this — JO day of JL-)et 20.01 J Notary Public Signature ofAppliiCantt—j .. ROtiAUS SgL6bYME Mer 2YtC3L'C.I,,--;NE Y'* 01. 'n'Zs ^�=IL's inSurq�;Canty L'crmts�.bn r"TIm3 JaM¢ty37 d6t7�, C-- � I �r SURVEY—OF PROPERTY q b SITUATF•D AT r c T sovTxOr4D .r TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK S.C. TAR No.. 1000-54-05-01 SCALE 1"=40' , 19 i s • r r OCTOHFR 14 19D9 o � NOVEMBER 12 REVISED RE`JSED PLOT PIAN S gRr"✓o - - . MAY 10 2002 REVISED PROPOSED MOUSE o pdf" "'S� r moo`` t - SsoDra, SUPpOI,K COUNTY DEPARTMENT OF HEALTH SERVICES BER Ls 2002 REwsEO ILL ALC 80 1 , FPiFMBEK 28 20QVISCI) SED FILL CLEARING LIN / gg'�q�`Yi ?l ( O*F pERMrr�®R�PttOVALOFCONS T_yjJ� '��ONVOItA J NUARY 9 2002 REVISED LIMIT OF CLEARING LINE v / ^r5,'Y d'' ;� .5 aNGLE FftMILV REGSUCNCL ONLY AREA +. 24,822.79 s9 ft. 0.6]0 s.. - ' .Qr - qge, 3 i7-o� HsREF I�p®o e� i�3 f ,�" . ,Dnp; d •8g.sof - RATE pnRZyLTn % -� s " �q ep/ J. VAZOUEZ '° ,°y. " �T� ares yy APPROVED.® aEnN c, vnmucz PORC.fAXWUM OF'— 0 i G G �1P, os,. Nr �iO:I' S TIMES YEARS &ttOM DATE OF APPROVAL ` `Nt,� r ` 00, EXFL'tE,S 2 "� �• cr h _-"- I v xs ME flEFEMxAlO TO N. cv.D 14z1 pnruY 4C' _ E ANO Eg EW C Ni0U. Al HOPH (FUSS vI d h PROPOSED CIEVATNINS APF EITMO '1.4 -N y v OQ 0 �: ,r 9S� . FILEDPePOP0Os6° a.xrc°uxFON ARE sxXoDwxF TOxAusH 3. OPTIC Tss I . --a— SST 6•i / il+k ili �y� PNTNSEo EkPONVOx Pow 2 � / QVYc..6xk vy,• {(..-. P ly - ,. N ��' A iNE DDIT, N OF WENS PND CF85POO15 $HNWN NFREgN dPL FAOY F12O / O6SEPWTION4 AN11(OP DATA OSYHNEO HEMS RL? n 2 �__ /q \ Zp E 5 lNl9 PROPERLY IS IN VIDOO>ON6 I1) SNO1tM ON �'4y; Wo .: , A`1b- aggD INsuf. RALE l x 66DENNW a 1 V✓ "FA (Y• �"< Y / 42 / , K N Bn:L IW9 IPM ERA Ix \ qP f a / e i0T L uPuxD Lm Aau rs544D n �" �yE 0E a SR ]6L OP fi PLCNO I%T' T ApEA OIIM1OINP OTf�P'KE AbE"0IA48 4� 11 0 461%ydpGl,lyEe NPI%NEA Lm APER. DFCp 6 S 4A40 ve. 11. ON 1R.Rq%Ds NITAL UI'IA.NO EO1 AREA CWCRAO6 NC;�.Fi.J.`I'o r eo�� ( ® 1pOJyOJGVV d T 1PDeos6D DOW. V.. TNNS, w. vas. OF clusgN . O nIL mUCOED IN FROM IN DFMND--RCE Wru P6 NEEDED NR THE PROPOSED IDMIC SY31EN. .ggaA TFST_H0LA DATA .7V A�us`m iEo° .Pw ao,"2� ry WD E[ST HOLE DUG EY ;�1 N('F ON OCTGBER 8, 1999) 0 iU V JBC -'d' 1 w 5 °ewD NY mm "^ y0 la A " r PROM_ SED aE im SYSTEM—DETAIL djt � # D0 J �'+ �� _ i ♦� annN f aA �� =y T m g .n=F't _ N4`�� xL� . . �x _ ->^�'� NYS .. XD. 4.9668 L M XWI,p 6 3 Kl RTG FDDrti NI ':} y ' Nil IS SOF9EY IS A NOUiPN OF G ( 1` -�1 X!~4 S�CGIXp4ROP Df TIE NEW MN( $IAIE 1 Suj- _ V W Jose h A. ingag o MY OV W N..WP NET DERINO i Land SurveyorE µP 6D 3W EYP]SSEII mid SHµI NT BF CONSIDERED RDfran .ss I.. EREDX wuu-PNN mE RAN Em artr .�Iry D.e lEAGWNSiF9.OL $,` • 6 ItA AEP.N,D p H3 BE lP 0 INE Ne1r Y p >• Iii S.Mry 56NrvrYrO Slle PID. C ! Ion .li,t TN'gCOxPNry COIEPPNFMN YANG i kv.0 6[u Y wn °, �V ds nEONxn INnrt IM ,O 4 sD sn,utrou 'V NNsnx mD nwbav Nwu ro - xE Av e1.e43 mE IEu-q'w Nsr- n mN ,q �r PHONE [6EI)12h2o99 fov (G]i))29 D21 n5Y3N.cEnnXamia AAE NOT lPNl5lcnwr mN"iw 5 [ A n Ux.xce rtn%7 R wu�' °�arNp"�, MI OPINES tCfAi®AT N11cIrWi AooRESs INE EXISTENCE OF NIGHT OF WAYS "O"IW' Nzmau uL uu7 WD w wE V XM°. DaAta eemaR wm. w,+.w<Nwm. ,"OLS $°m` ANO/OR CNSENINTS OF PECOUA IF I.1BO RWNORE AVENIIF. PO NOR 19]1 ANY NO4SNOWN M[ XOl OUARAt116FN. flNERMEAO NBw Yark 11901 HWChp°d M1Fv YDrk 11901=0965 I - ' { SURVEY OF PROPERTY SITUATED AT MC SOUTHOLD TOWN OF SOUTHOLD "✓ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-56-05-01 i SCALE 14. 1 1 o O5,200 id, 1999 o / r - NOVEMBER 15,' EVIS REVISED SLOT PLAN I 'f a�A' � 3°"KN f �AAY 70. 2002 REVISED PR61o0SLD -IOUSE p JULY 26 2002 REVISED SITE PLAN SEPTEMBER 26, 2002 REVISCD FII CALCULATION. P _ Y / ,ly fly - - �O�•F dAMUAR..Y 9, 2002 REVISED LIMIT.OP CLVP.RIN(3 UW 1 �/ %� 6 AREA = 14 22.79 eq. Et �� .C� / .y" 0570 qc ,/,l '� AS PH22 TF.RA49 CGXTtFfdD T41. C DONAf.b J. VATIIUEZ AND "` DITION"3 FYI O rj p�� JEAN G. VA2tlUfz 1 � n3 D � A4C Q+� 2Eft}rtll IO. S06 I i =G oSLEEA141I{!0C [�[LL44TTppN6NAPC SHr1MN TIIN4142D DATHM E%I31}HD fDWI0Ury5 AA e,, 1N113 _3--- �a-.y Sk' �/' b ,+ m '.. I d, 4d 2 .°s •w' A X94, PRobassD IT.Axwxs ASE slowx rxusr Ya NEI courouAns ASH." {Nus --o---- L` ~ o / • /mQpiJr� yl \J sFTER l0 TITLED NAP NOR IE01 HOLE N.iA. -,�D r<phryb 3 EPNnID c SrsrE4 ItC L • ,yY T hs, y`,e�, - II,,� PNGPII DAPI POOL d� 1 � '?m �.N3 �a� ` i� �EPGwusD rucxlxG rawL IL ---4 TIME 1. CMTIO. 0E WE.ANP CES6P004S NPARN ---4 4RC'EMMFIELII POOL, ..' 'ND/ON WTA OSEANE. Ea04 OTNFP3. N `DA. CS ,P y as h 6 ENS Ell PERU IS IN RAO ZONE AS lE 11) AS SHOWN ON g \ E�wµ,A� • gE ' �e ` ` \ FLOOD IN DRANCE RATE MAI N TMI03C015i 6. N, NSE..ESN MNs¢rtPol /- 6 TOTAL UPLAND IDT AaEA 1 84,330 q It 5 m or NN cpy nAp[ +r>a a x OR J. nE roTu �pla+p Lm ARE¢ lD DEfX k Sif➢ CDJRRAO� I,y1E p M DP A31#Of TOTAL IIPI NP LO} AREA. 4`{ Q TOTAL CWEM E O! Yb4i ay 14 OR IR.YO%or TOtAL VM)fM 40{ ARG. ]. PPDPASPo DPYYIELIS SIIDN'N TNU3: �q Cel'q' LY tl ` P602cu. yy is CLEAR NO TILL iAUG(ED IN ERMt AN LTLAHD 91lURfF WILL RE ItEIILD FbP PIa PROPOSED SEPTIC 31 PF,ST HOLE DATA ftR FdD M "Ta 16ru is (TEST HOLE OL„ BY M 00 GfP£C '( ON ucio9ER I q1999) +tfij cj' 1 '(. IF ' '1`#v A +?20• �d' 'biO W W N PROPOSEp SEPTIC SYSTEM DETAIL,. aNlro „o zT 3oA41v1u m Mo Ag M ONO __ � NYS YJu N4. rtS66B / g � a'F � .. IME ANE - rc q wonrm ^_ *" TO lxis su Y s A Woundry a 'EATON IR�or LIE NEW TgIX TATE — - _ Joseph A. ingegno N DN pF p� _ ro4�P4 WPI09 pP w wr w xm A.". wM"44 PW j{jT. Ni.n¢! GSI Gx' W1ti µI� O'MI gMp� Surveyor Iy� I./ INE VN %JN/flV FE Ol 01l 8M4 WIXP O NWWl FOW Land VUC Y ��OC To�, SfIL 9IWL Nm SEE OIBOEPEO 6CA✓A RTE ] Rgr6 INwCAIE HEREON 91NLL qW §iP� TANK (iJ I iv"N�o''TN EPBa rn wmM INA samNr '"f, ,ST'r 'I°m'I °.SgNL N wFiArem o on 1Ia ENNF M ME aunr m+ui r<« r wm r avuL.ar. I Tifre 3ufVe Su1MnMma Site Pbns C ml tbn LT'-N! N{I��COMPAN`' GON lrr NIW AVENC'I ND om4vwa M Rs "mklmH 'I yy��� neA ENhI G I`BfiLIpY YSRo £NMI.AND ME�FOO4 NMv N —MIT M Wp M49 E[ WIF9 YdU`s! Nn.ONho uTX M!9W3 IO.INE MSWNi6 OF ML LLHGIlA II6l- YML im. N NI A 4W = 'w<-MIT w ( Tum% eWAaw.s AHE xot maxsF lc .4 dl m A�w.lnl<wvY.�a':Ins a µIk arc +`N.Y " r�c°iaMJ uKN PHONE(831))71-1898 F (031)F2]-1]21 CEAD 1N[ E%ISTENLE or RIM, M WAYS n.omwe ruw u�Mut s.uu ee uYxivaN "E e PATEN� OO q�"FW� WOES CGC.1TW AT NA'IVC POJRE55 gryD]OA E HATE DE SEE. 11 ORH OMNI AVENUE P O Roe 1931 ANY. NDY SHOWN ME NOT DUAN T TS. RNFNPPNI, N.A.Ymk IIID' - MY. y6W YaH 11964-09G, __ -• �' �? �tr-z��n�n fir- � sdmy OF PROPERTY SouTuo D TOWN SAF SQU'Ft0f.0 # P StPFTOLK COMM NEW 'fCRK SX. TAX No. 100D `54-�05-111 + _ SChIE i"gdlt' � 1999 s NCiliUMBER 18 ROOD KVISC3 PST PLAN g m, ?0, Allo? RE'Viso PROPOS20 HOUSE $ AJLY m, 2002 RR Nsm wE PIAN $ f m R'i As - �dK "' - _ ggEPtLN9k`lz 26, 2002 REVtsf17 )514 GA CUJ-00y 3, . € 70F;? ft 9 R813Pb LIMF CL7`ARlNG LME •. ' `y L _ Jb`LY 2# 20'33 RE$ISED r R0Pl2S+E+} Itl0F1i'f: , ��" FrURIJARY 26, ZQ04 UNDER C©rMIClTON SURVEY / AIIRA 3 za 2,74 am rt. z A F 870 CA ,ty - F� 26 I ACO J. YppLppU�CY JSdIY C VA]91l2E l I � N j MIM Aa��sml+ N � &,102 AMM m `j ds ftoN5H & d P ENIR PROM IS IN Rb6o YONC AE E ii) A,.'460 IN EpSil q RPpI EIEYAt10}15 C CM1NIOpRS R9¢ AR UNIpR M aUM BF CONtllR4..!bN. 1 �",pw. 1�Elr��srwan�inmas8B 0 "P'kR r h'II � . Ni zir t§5A19 � PpEPnffBili bP N'IM ':MHiQJN 4Fy� l � .• � �' � "� 1 S _ a*NIOIFo x � YS e Na'n88A9 uN«mromxErt ALrfNAIIGIY aR MWlhgx 'sn�E��nrcLP*ME u`�'�'ev roNa,�arn>t' � Jas A. Ing6ano �Ms BE N �� VAp CY MNG rocIANp o{iR,trotts�n srn:a1 _ _ iE4w0.t5Eo$.ry�9yyy0 or 6[co<$BEPeB Lan du^ UPVl3yC31A ro BE A VAUO IRFLC PY I �.- ,-�-_ rbRYIFlMYIMl4 WNWYYD RkATQN�" A 1°l,N ' G 1lYip Ty pfiRS2.`FaR�MpW�M,�. 4RMEY fN S,p -.SL6dMN a 4 PMn9 - bSBSWd'oh 4+GTBt P VR�dW➢ ,/NB M YINB WE W46Nr11 BNR INyIWhO�fRl 9 .tt191E A QF. 00 - I � vll� {c7i>(� aaao r§x 151lpai.I727 � ��,re�' f wNelh u - 1 Rry[m:;n0 1 Y h< 1'-001 Rt fi o�HNJNG'MPRt�$ AFY[E NOT N M A OF WWApYS' - - AifU dY ANbM MITWMS or REGGRVi iV 3fX M.MN9kF<AYEWJ[ PU A ly 1 AMY,Noi.51WYM ANC Nqt GWRANREB. ANWYbk11901CCeN .SURVEY OF PROPERTY SITUATED-AT- SOUTHOLD TOWN OF SOUTHOLD u SUFFOLK COUNTY, NEW YORK S.C. TAX Na 1000-54-05-01 SCALE 0=40' OCTOBER 141999 $ NOVEMBER IS, 2W0 REVISED PLOT PLAN s ' M1 _ MAY 10, 2002 RE`lISCD PROPOSED HOUSE JJJ Y 28, 200REVISED SITE PLAN 00+ k �.l SEFLMEER 26, 2002 REVISED HI. CALrULATION. °j lip F .C./D' / JANUARY 9, 2002 RE100 LIMIT OF CLEARING LINE TUtY 24, 2003 REVISED PROPOSED HOUSE 5 FEBRUARY 26, 2004 UNDER CONSTRUCTION SURVEY MAY 13, 2004 FINAL SURVEY" 8 f Aq 6 3 s %' / �'90 QJ / AREA a 96,022J9 sQ. ft, 'a ��j n� 0590 ac. o yGm° JEAN" ° J.YAzeu EZ .9 Ap W 1 ItfVAndls ARi Kf¢Irt . td x bv,b IM MUL. x'.�S �� 1 Nf4. :il5_ wcF eswrran uM1gl lw mxs nc eyu.ir�es sxovm ox nbbx NRxwNfe xAIT WP xa.. bE 10.1f01, zuc Ae. a+sE noon�uvnNnns o�Rwren / f � °+/ 3_ �? a �,, 5a5 a,s a t» i r I N546°{�k)cEa La i Awxos FxA ms suNlkYs .Erirasurxm S' O Y - � ?� _ "ae is xsiiro - .1. M Tt r': a. na j � -�'. xwmw¢En mw a.m no mov N5�m6*,R IS P E%LVY)M� OF INE fEYi Ybpk 9IDR � �� ".,.y Jasep A. Ingegno w91.2=%n xx fi Lan Surveyorx by. w o cnvx _._-_ o nnneMUNs RmreNm IVMRW seu Rou i Efy �ti r �_ . m lxo.exb ax �avHyF ro mf ]LN 9wga -. 3uEdrclsio $ib Plans ._ Ccnsbucl/m Eryvu! Im£fGIPMff COW" M�MpN1 AcHCY PNJ I nl� F/IWNi IaSTMbH II AREEQ.N.�IJN PHONE (631))T]-2090 F- (531)727 1)2] luppk n M ppS'HE N. .Aes. - OFFKLS OoG] AT FW11140 A99fl TJr[ySyIXEF aF ftilfxi fF wAYS - ANb/OK G�SMEHK bE 11FLCM,'3 .i29 NMNONk AYCNJE P.b. Bo%.`931 ANY, Nbi SND4VN AftE Nb( 6UM1RAMRfa. _ flIVEflHM, Nmi Yad 11901 HWR,p 4 Naw Ywk.114m—CH66 GENERAL CONSTRUCTION NOTES SchedulA for lateral and shear connection requirements in Exposure-B&C 20. Glared openings In wind-borne debris regions(areas 22. Dnign Load Information: Nailing Nailing Number of nail spacing ` 1. All work shag conform to the 2002 Residential code of 10. No backfill shall be placed against the foundation walls within hurricane prone regions within one mile of the a. Ground snow load: 45 psf Outer third or Common nails NEW YORK STATE,Local Building,Zoning& The until fiat Boor fuming ts in place or brace foundation coastal mean high water line where basic winds speed is b. Ratings other than sleeping; LL=4U ell and span only I10(mph) 120(mph) New York State EnergyConservation Construction 11. Double joists under parallel partitions and under B P P B, i 1 P p 110 miles per dour or greater or 120 miles per hour,shall DL=10psf �� ROOF FRAMING - Code.ALL CODES shall supereede drawings and shag whirlpools. Double frame around all openings In Boor meet there requirements o!the large missile test of ASTM c. Sleeping rooms: LL--30 psf and UL=1U sf Rafter to lop plate(loo-nailed) 4-8d 4-8d per rafter 9 B p' g p t Ceiling joist to top plate(toe-nailed) 4-Bat 4-8d per joist be incorporated into drawings whether they are and roof framing. E 1996 and of ASTM E 1886 referenced therein. d. Rooh LL=30psf and UL=10 psf Ceiling joists to parallel fatter(face-nailed) 7-16d 8-16d each lap Indicated on the plans or not. 12. Metal flushing shall be provided were concrete abuts (8301.2.1.2) e. Roof with cathedral ceiling LL=30psf and _ Ceiling joists laps over partitions(face-nail) 7-16d 8-16d each lap 2. The reference standard that wait utilized in the design of wood,and were decks abut house framing. a. Exception: Wood structural panels with a DL=15psf 1/4/olst G0 __ � Collar tie to ratter(face-nail) 3-8d 4-8d per tie the structure is the American Forest&Paper Association IJ. Joists hangers re required at all gush structural load it h,Max. Pq minimum Thickness of 7/16 Inch and a maximum E Decks & exterior balconies: LL=60psf and Blocking to rafter(toe-nail) 2-8d 2-8d each end AF&PA wood frame construction manual far one-and bearing m�ditiom. 1/3 Jolat-�2"Mlu. f>-y ( ) B spun of 8 feet shall he permitted for opening Rim Board to ratter(end nailed) 2-16d 2-i8d each end p P p g UL=10pef depth,Max. 1/3 Joist J''I I Rafters to ridge. valla or hi toe-nail 4-16d 4-16d per rafter two family dwellings 1995 high wind edition(800-890- 14. All habitable rooms shall be provided with ■ ale g y p( ) p P BBn'eB prolecllon. Panels shall he precut to cover the g. Guardrails and handrails: LL=100psf depOr,Max. J Rafters to ridge, valley or hip(lace-nail 3-16d 3-16d per rafter 7732). THIS MANUAL shall be Incorporated Into the glazing of a minimum of 8% or the Boor area of that glazed openings with Attachment hardware h. Attic without storage: LL=l0 psf and DL= IOpsf 1/6 Joist drawings whether they are Indicated on the plum or not. room The minimum o enable area ventilations shall be depth,Max. P (ventilation) provided. Attachment Shull be provide) as I. Attic with storage: LL=20psf and DL=10paf WALL FRAMING 3. Written dimensions shall take precedence over scale) provide) at■ minimum o!4 follows; Top plate to lop plate (face-nailed) 2-16d 2-16d per foot j. Seismic design category C 6 f^ 1a- 3.2a Solid awn total and ralbr notching and boring IImIU dimensions. 1S. All door and window headers to be 2-2x10 unless note) v J __1 Top plates at intersections(face-nailed) 4-16d 4-i6d joints-each side Tehle 16U9.IA k J-second f Stud to stud face-nailed 2-16d 2-i6d 24" on center 4. The contractor prior to start of construction shall verify otherwise. �/� Z ( ' ( ) Fastener Schedule for wood plywood panel: design gest wind epee) of 120 nnph. x/J L Header to header(face-nailed) 16d led 16"o c along edges all dimensions,existing or new and be responsible for 16. Vent dryer to exterior and bathrooms shall have Fastener Panel span Panel span Panel spanO Top and bottom plate to stud 2-i6d 2-16d per stud field fit. mechanical ventilation where no window is provided on Type Ins than/ less than/ less than/ W _ Bottom plate to floor joist, band joist 2-16d 2-t6d perfect S. All electrical and plumbing shall conform to all State; separate switch. E nal to 4' a nal to 6' a nal to 8' F.N_F.RGY NOTES O Built-up comer studs 10d 10d 24"on center q 9 q m°,m Built-up girders and beams,2-inch lumber layers 10d 10d local,county codes,and shall be respected and approved 17. Guardrails are required where the difference in grade is a.oro•ii.a a/ r m ns. Nail each layer at 32"on center of top and bottom by the governing agencies. General contractor shall be more than 30 inches and openings in guardrails to be 4^ 21/2"N6 wood 16" l2" 9" 1. The Architect certifies that to the best of his knowledge, Z v di.r°....sis.. And stagger nails.Two nails at each end and at each splice responsible for all Installations,materials,design,sic. (inches) maximum. Handrails are required on stain with Screws or 10d belief and professional judgement, the drawings are in UJ aei.,rear '� P 1 B g Z 6. All footings shall bear on virgin, undisturbed soli with a 2 or more risen. 11316.1 J j °I•ai..a., FLOOR FRAMING ( ) nods More compliance m the MEation net report for the New York arta minimum hearing capacity o(1-ton per fool. l8. Smoke alarm; Shall be provided in each sleeping room, 21/1 N8 woo) 16" 16" 12" Slate Energy Conservation Construction Cole effective Z arta wai,ewe '11.1./ad Bridging Joist to sill, top plate n girder(Toe-nail) 2-8d 2-8d per h en gy � <are. Brad In to joist Toe-nail 2-8d 2-8d each end 7. Poured In piece concrete shall have an ultimate outside of each separate sleeping area in the immediate Screws July 3,2UO2. e„bie nue 9 g 1 ( ) O Blocking to joist (Toe-nail) 2-8tl 2-8d each end compressive strength u128 days of 3000 poi,except vicinity of the bedroorm and on each story of the . This table is based on a maximum wind speed(3-second gust) 2. All HVAC systema shall meet the NYS Ener Code. It LLJ -� i-rmr. Blocking to sill or top plate (Toe-nail) 3-i6d 3-i6d each block exposed slabs,garage slabs and steps shall be 3500 psi. dwelling, including basement and cellars. Alarm shall be of s 130 mph and a 33-foot mean roof height. shall be the responsibility of the General Contractor to lJ <�- x°'••'s• Ledger strip to Beam (Face-nail) 3-i6tl 3-16d each lois( p g P Y Z e1.e.....ve- (11402.2)Concrete shall conform to the latest ACI interconnected and hardwired to a commercial source. Fasteners shall be installed al opposing osin ends or the wood submit the Design and drawings of the mechanical Joist on ledger to beam (Toe-nail) 3-8d 3-8d per joist I P g g g Standards. WHENEVER an alteration, addition or conversion la V Band Joist to Joist (End-nail) 3-i6d 3-16d per joist structural panels. systems stamped ami sealed by a professional engineer if LL(J'� Band Joist to sill or top plate (Toe-nail) 2-16d 2-1 SO per foot 8. Joist and Rafter Framing lumber shall be DOUG-FIR N2 made to an existing residence,the smoke detection • Where Screws are attached to masonry/stucco, they shall be required by the owner or building department /V LL" or better, E=1.6,Fb=873 psi, repetitive member 1006 psi. system of the entire residence MUST be brought up to attached utilizing vibration resistance anchor&having a 3. All glass to be double insulated with LOW-E glazing and 11 J FLOOR SHEATHING shall be attached with a minimum of 8d common nails spaced at a maximum of 6 inches on When wed as studs to mist wind loads Flis-1181psi code, hardwired and interconnected. (11317.1.1) minimum ultimate withdraw capacity of 490 pounds. a U factor=.35 maximum. r/� panel edges and 12 inches on center in the panel field. 9. Basement with habitable space and every sleeping roan 19. The Architect shall not be in charge or responsible far , v Ji a rP. P The Home Owner is responsible for attaching the plywood 4, All exterior doors(foci. Basement) [o be insulated with a latest 3.21, Stud notching and boring limits - - shall have at least one openable emergency escape as the construction phase of This project, and far UJ - ROOF SHEATHING ATTACHMENT REQUIREMENTS _I pinata/o the windows and doors during•storm. U=. 35 maximum and they shall be weather-stripped- nails acro for 8d common nails follows: Minimum net clear opening of 5.7 square feet interpreting the construction drawing, Building to CODE Self-closing and fire rated doom were required. Ji .uermcntiwu,weuxcn. spacing g 110 (mph) 120(lupi) except grade floor openings to be minimum net clear and observing the quantify and quality of work being 21.The architect has not been retained for construction Di - Sheathing location' spacing al panel at Intermediate at panel at Intermediate opening of 5.0 square feet. Maximum silfheight to be 44 performed. The Architect shall not have control over or phase of this project including supervision during Q J Edges supports Edges Supports Inches above floor. Minimum net clear opening height of charge of and shall not be responsible for the construction,contract administration, inspections or Interior Zone 12'o.c. 6" 12" 6" 12" 24 inches, minimum net clear opening width to be 20 construction meam,�methods,techniques,and sequences observin 16'O.C. 6" 12' 6" 12" g the quality and quantity o!the work being 2 Inches.(R3/0.1) or procedures. performed. =L t- Perimeter Edge Zone 12'o.c. 6" 12" 8' 8" / W Ili'o.c. 6' B" WALL SHEATHING ATTACHMENT REQUIREMENTS V J Maximum nail spacing for ad common nails 110(mph) 120 (mph) 1114" x 20 gage , 1114-x 20 gage /'1,L�E/L J ArE 5T Sheathing location spacing at panel at Intermediate at panel at Intermediate galy Strap with h-8d galy Strap with 16 flat Edges supports Edges Supports Common nails in each Common nails in each �c Zb C74..IPoJ: �/Ltv� S IM pts D�.I I"I T ? Interior Zone 12" o.c. 6' 12' 8" 12" End @ 18"on center End (d 16"on center' _ 1,.1) (p - �j d r.� LFj (/jai U!i I-J •l L p PJZ 16"o.c. 6" 12' B. 12' Or at each stud Wrap over rafter andHL� h'1Ar-)JF. (LEL2l'1'( 4' Edge Zone 12" o.c 6" 12" 6" 12" I'L nail each side. >< - 16"o.c. 6" 12' 8" 6" VPWFJy i. For roof and wall sheelhing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side 54_�& of the roof peak, the 4-fool perimeter edge zone attachment requirements shall be used Iq'0'^1 V 1 1114" x 20 gage 5 j I�ty�So,.� galy Strap with (o-8d 11/4" x 20 gage 1� _ Common nails in each galv. Strap With 6-Bd a t�.d161V? C Z41x �`� Jc�ST - End @ 16" on center. ComEnd mon nails in each IL •+ 2r �.eorwa44. 7'P.�a�/•Y.•xYYf @ 16' on center Wrap over rafter and I �I�E (ll i2r�♦'.Ir-Gl nail each side Wrap over rafter and .. la ca cam T sr1.^r II nail each side. , (� - - - `� pI LQ, goof-to-Wali connection �1 \ Rafter-to-RidOe Connection No cejlino attached to top plate Roof-to-Wall conn .ction \ Fa 3N ¢ x �J it v r- v r- n i U v1J Also Applies to hip and valley rafters f I , 1j .+'7 II pJa9 enJ E N PI L ,e,•1 rsoc..i-i .woo o r..Je til r.l ..-r g,�r IJI.LL- hW dit,i FT b � I CHJIJGL•(IOrJ ��IO Htlq. � � I.f-- � rib2 7171-N�i OSI FJL 72.Ot F,JO � FS SP..ti r-tS oY C.2 n p�L� rw rs w1 s-f/a" r>/2a To Cort p I4�ab 1114' 20 xra20 gag 7 \ gale. Strap y -8d _ Wall Stud \�I ro 2r�E.2 Common n sin each Go1J TI J rJ o J S End @ 1 on center 4y ?f2.11-1 X02 CO PLY WITH ALL CODES OF PLUMBI D Sp^e_i� Cq NEW Y RK STATE & TOWN CODES 1WATER LUNGE ST GjGl2 CaJji � � AS REREC AND CONDITIONS OF. PU.Ie%'fpa-Ic2 OL' NOLD TOWN ZBA ED TESTING BEFORE VERING vwoo ,roA4 I 1(109. 1, 4 S�� C$Ox/ E d I 1/ PL UMBERCERTIFICA JON I-A td- pais%oit.{ I D,G, IJAIL L� PEfjJH9L'fE2 /7�� SOUTHuLD TOWN PLANNING BOARD ON LE � _ p•Lyl,�potD Pj`r-I fl,. '�'u'"l � IOAi-lam � � ® e SOUTHOLDTOWNTRUSTEES RTIFICATEOFOCCU ORE '�- r;) FiF ext k3o-fcn� e.+e.e. +l� 1-j4+(.IrJ Cq 0 ® '•_ T No1f.� 3 N.Y.S.DEC /) 1 (\ SUPPLYSYSTP IN WA SOL DER USQ RCY OAU, rhea. Iia 1212s iJ r�i- d�l i� r �-�-r- 6141. 2x21?aaLlnY� ' v(cr8lflGAV 2xq Floor Support 'i P' 0V 1 5 � EM Aydl er q Z OAJLo Mlal Beam pita SI n P So,J 1 1 7Q8 EXCEED CAN T W001) STIfFti-IL,{•S �✓100F1%L 7rixri I 2 �TrcH 2A, 0. G° E, L.J. 11 A TED '�4,�-- IV D AS NO IE 1't4dr c 12 �•'o UI"si)•-) (%�`cT,oF L rr' DATE• J� x. p I LOCKOUT EE. �La-J Fat. L..c- -rl�...� d FEE: ] o BY: �� R.P,r 9 9� I.I.-ry4rr-f 0P. I"l� c 1 t4K. r31cvJL saLto r6LG1C;I< - Cantilever over first floor-_, Wall-to-Wall co nt ilyhIMILDfN DEPARTMENT AT SAM 4PM FOR THE R•'hP1 'cJi-,Oep_ Y'"lae �I 1OF0 1I NjSP TIONS: _ FOR POURED O REQUIRED )/ A" ?x13 Bniti SrOE Er)10 G Ata Lb _ EO CRETE /9il WAJr'f /J to ' iryp� _ 9. ROUGH ' F1 G d PLUMBING P,� w Q a I k211a J-f T�,a- b�-r alt, P-A i -a 0\/6,2HA 1J0J I7 ET/j'rI L_ WRITERS CERTIFICATE 4. FINAL ' CONST cnoN9NUsr 17eT41L LU60A AEOUIRED BE COMPLETE R c.o. , F.a a Pn.4e �9 ST�r° 5 ALL coNsrRucT E-fo+ L REQUIREMENTS 1a94ALL MEET THE 9a tQ PI'S � �- I (zeffs x To &t--J fl-p`t. IJP - YORK STATE NO REECO SPOt _ OFA - �"- P��t- FT� � UPLIFT CONNECTIONS N°¢ OCCUPANCY OR - - (�QLJIrL� I� OTS Some details may not apply to this set of drawings 0 NOT p" -"--- '"11TH 2x4 conummu. HAS BEE,. V -. C - FRAMING _ USE IS UNLAWFUL 4; IUemi brnu nl Ton or C.III^0mb1.End Tru.. P P pt when oo OF FO ^ ' .ON u m > > > l� tee straps; 55 Grade 33, exce (/�" In contact with concrete use G-185 Galv. Strap. + WITHOUT CERTIFICATE n -2.30,1 Nam. - - _ _ _ ,��,` i/4 x 20 GALE = �� Uplift connection details on SCH-I indicate u lift connections V G� al, STfi to W/ OF OCCUPANCY �Lo02 ,o.r-J L� Gr- IL1J6 ENDWAILL To transfer uplift loads from the roof assembly to the (foundation. 10.Bd Nail. - - � J�Isrs y. 8� NPIIs I� ; C�� DIS Install at all bearing location in accordance with the details or Install according to the WFCM Manual. E P-ca-1 la4- ORTIFICATION OF a ' A A NAILING& CONNECTIONS i REQUIRED. -, c�i nil Cooler Nall. at 10"o.c. - - - BLOM ING The uplift connections for this structure was design under: , , u w 2".4"Blackmailed to each BLOCKING-� 9 i�Oli p(, Exposure C category }� " '� - 'j x Q'(n_)~ m rc n auc.with 4-10d na11. i _ _ _ __ , �, �P' y W m Orpnrm emm 1,164 m0 SECTION A-A In a 120-mph 3-second gust wind speed I F ,"o /.j: m u LO U g z N IST Q!- Js ` Using the WFCM 1995 high wind Edition prescriptive design. L 11 ✓�U wY>I� 1� �� J;:,"' a "o y0 O¢ tr T. sat Cooler Nails air'.... / 20 Mata Strap -- - ----__ P3 d'-�2Q $ 3 10-ed Nail. I 'f0 5•rIJ10 CDI.I GL-"TIUIJALLCONSTRUCTIONS►IALL s�� 9 EMwall at FLOOD ZONE )"" HE REOUIREMENiS,OF T COMPLY WITH CHAPTER"46" GV u IBX fP f LI U l2 CODES OF NEW YORK STA 1 i FLOOD DAMAGE PREVENTION D p E 1J I rJ L e SOUTHOLD TOWN CODE. 1 Figure 3.6n Ceiling bracing gable endwall Figure 3.61h Floor bracing endwall Zi/4t\ SvabFl,UUrC "� ylgtr maw Px�Jf ,'` 2KI� I.� �r ,- . b.JoGo PiAur•1L,R,IQ' — J1K Td to I'-fik4l' (sl I¢Y7ER- �i r1 o'f.EO 5IF-1Y�-*-a 2112 -(IG I� r1 y 2, $A gee - t r J I'�.j1 E1y��IJ`�IOe-I .�'� I IiriO '��I�IL�L �► � fi � PIS-,�u..� � To ri ��� � Coll /L o ,(LJ" _ �It it v` --✓l / � I 'r -- I i � llr 11^ LI / II 9 10 �1' _Z7n Floor Support Beam i C-t. 12OE/CS TL BL N - -y..., i --�h--- — _ _ Ho�K�/J wl 2• Il�.rle� _ \ 1 4"Wide Utility� n; �- '•10� T1Y� Blockoul(Created �) it _ \ fir/ W .r�tp Cay�� J O\5-T !o alJ fJ��T With Extra SincerWill, Wall lPlate 6 as ShowI IJIy� iL Af O G, f7&/2- � 7 A�Ctr�o(Z Show,,,or WIIh 6"Blocks) '1j�l.%.,r) C 2A g yl 1tto 1 i a Ct i x 9 2 T1nJ ec-n j 2x8 Nx " °sf o ,n ' � p Vertical Foundation Member N roJC J AGI-I 157 2 I -V 2K8 9 � it � I Gap Between Sheathing _ ` F4.cr- % X N -rtu4 Wan and Vertical ZX Q (Optional) Stud 22<Foundation Member (Not to Exceed / 1 .Os(/ qr-,LTJ 2"x4") N Z � za' IiJ {vREAlcft,"..IA") Wn.LL_ = X 2. r�� � _ �x ( - — — ` \lg j I s2 Lj uI I 3a f*-T7�i>` 12 281 LAC, ➢ Wall `r G 2t\Z Bottom Plate y A{>.�+A: G 7f �(lU+llrpb , �' Yl/`irrJ(e �v21'L C+�QAF•tic I�.. �,: 884 F 1 2x12 - -vE,,.h'fi0► � I I t � ' i �'� ` is X7.0 „ �v 2 ir- 51 _ I7 , n�i:"..,, "„'f ^ =�� ;��„ ^ ,• r L.m I.�IM1I Wrr.lO.s ..r rJ'(lu uJ/)0� _. i u _ rl N �^l 4-, e it °n I \� l5 L * 1 w m W/D rj�.A55 Wlo (ct.A`t+i M C _ /7J C%f IP A.r.1SImJ I $IhJS A'� --'3 6 If I 14 sr1LG.E� vLSay E1r-..l ONl,, d.JO SI�PGE I C2Qb1E 4n cO.J� I i Concrela Slab Grode 1Bond or 2x11 = 3 �0 i-r( I� 221-1= 3�o sl .O - \ X _ c 1� �f G Ch 2 Not Connected to Unremtmcetl \V 9 L �'i (`� w� •-ill r?LAQ� 5 L�"'� 9 U Vertical Foundation Concrete Slab Lj"x S - '1.$1, di( 2 . Z $I-r �\ �Y \ \ D �� S PI LZ,� �.GI�.I F pITLN —� r Member J?11.1'1''I "&/1 J'TIL.IT"1 ifti2 \ j I' 3K 12 1110 qq 14 ui�4 -140 s4 iL4-nes �1 � .1 NI ° FI Gila- "i'Larj 1 if �r I2 2 xtz - will N M F{a2lL R2 4E. \J/ I/_” r�yu-,,�' ° � 0 PILE FOUNINTION NOTES , l/ 9 �RU I�� t -- -- - 27`9 - (�t�✓' S'r�� WAvL �I I '9 1 All piles shall conform to ASTM designation D25-73 Standard Specifications for Round Timber Piles and shall have a Q �y, ,�� -� },_n'„ + °k \r Q minimum lop diameter of [l':They shall be CCA treated to a net retention of 75 PCF minimums nJ 3I Q 2j f,E7J"� 1 _-- -- 1 I" j 17 ll' ' KRC? j N c I. `�o(ZAG1� I - �(p 11 �7p oJo ilii GAZAofW but 2 All Piles shall be pressure treated in accordance with T he American Wood Preservers Association Standard C3 84 _ 0 _ �s i _> fn G S I�rG A�+O r-G�-1 JGj %,N }I 'Piles Preservatives Treatment by Pressure Process' ItN X 1 2* tt LiP ? H - ( - - 3/q lari J + 3. Piles shall have a minimum compressive strength n11000psi. RC'(�L7 IOLYXZ 4. All piles are to be driven under the supervision of a licensed Professional Engineer. he shall keep a log of all driving h"o 21Z, N �, N µatom mow"J g2nAxl data for each pre. Piles are to be installed according to the Engmeerntg News Formula or as the supervising m i H r Engineer shall direct - __ — 5, Each pile shall be NEW and made of a single piece of sufficient length to pass Through any fill,bog,mud,sand,etc, -- - --- 'l;,'fy N FILE(L 3 K 12. lC I V W Z ff and to penetrate a minimum depth of minus(-10) Feel Mean Sea Level * 2 I •6. Piles shall be driven to a vertical Inference of 2%and a horizontal tolerance of 3 mches, A plan showing the final I _ _ -- I_ _ D I r 01I �/jGIL _� __ _ _ V� ~ �' < - � Hv�OG..1,.r f3 � V71ZF' a � � r locations of the piles"as driven" noting all deviations from the design locations shall be prepared from an accurate -- -., 0 Ir Oil I I O till O - W = W en survey and shall be submitted to the supervising Engineer for review and any necessary redesign I - \� -ICrfL: �2UVIvJ� � \ Il9 C1iD1 ,7 0 (�i �jt (� i� r _ �11r �n m2oaaa 7 All framing shown on this plan shall be CCA treated to a net retention of 4 PCF and shall have a rmnunum fiber y� U stress in bending of 1000 PSI (unless otherwise noted) Lr`. C'A k-{t A`I �La�, L� � /O.dC -�-- P� 9 = Q W�,L t- S 4.dlo jx10 .ljnH wows - 2iI° R. All frenting lumber shall be#2 or Beller(FB=1250) SOUTHERN YELLOW PINE GENERAL NOTES 2 �r X &0 li oJvjE �t�'�y J%E p.r1E/r-tom F/J I Z} I O l� 2811 4ll 5CA-C- i 1 All Mechanical and Heating,Ventilation and Au conditioning equipment shall he secured as required by FEMA ryprhrLl r.,j Regulations and MUST in secured above the NGVO Elevation. 1 _ I rl.� �� g �'7 I Ut I •�/I O�"C.. UI S'� / "''t s'"s 1� /Zd Cox Y?L`�wo�P b TO 2. All Plumbing Piping shall be secured to a Pile(No free standing piping below NGVD) W I V 1.1 G c, p nJ -- ( IZ,7 -�� I µ i2 a ° I I Q 3 I it If If 6 TYPICAL ROOF Class A, Asphalt Roof Shingles Wlsix fasteners per shingle iZl VJ(�� JFij T IS lb undedayment felt A V L IrJ 6 I Framing per plan with %- Exterior Grade Plywood Sheathing-see(fastener schedule) - 2K Al %if �"� TYPICAL SOFFIT l e"Overhangs g"Wood Fascis 8 B"wood talcs _ boards, cover in alum(opt) Vented Vinyl Soffit ( Rafter uplift connections at all L 2 Z,ov ?Ke, C J Bearing locations, " Jrpu�Aurr a• I cl \ lige— L, J• TYPICAL EXTERIOR WALL YL. 13 2„4 T;,o centrNDouble ood ,Ts C top Plate, Single sole piste, "rP Exterior grade �lI,J y L J Plywood Sheathing-gee(fastener l2'13 S Ff'R schedule) Tyvec House wrap or equal Vinyl or wood siding } r '✓• L� bearing wells�Ift connection at all TYPICAL FLOOR 1 n '/.'plywood sub floor, glue and nail _ (LDp T,©, 5'J zi( Y2. as per fastener schedule 17Ai1- 12, 1u �, i�l ('JI�ld17 I�U2C-r.� Floor joists per plan I ,G,I Bridging per txxfe-all spans ?f—n tla 91gAr'•I hpl at-'rite C'1711 Ev/ s r�^I -LES l l n ni fz�i pi -Ia ROOM-W4 hour fire L g11� th n 0 .uc ,O C�tlO � 1: 1'M_6 0161 J f-' WALL ex, Grzol )E ,\ - Provide BfB" Fire Rated LJ A L L. 4" S G�VCo " O D Gypsum wallboard on wells and ceiling of Mechanical W12 D EEK Room. Were Mechanical Rm abuts dwelling-use 5/8"fire rated wallboard on Room - i I aide and 54"fire rated / v wallboard on opposite side. Iibi0 INSULATION SCHEDULE Provide non-combustible I"'y floor material. Mechanical To comply with min. IECC Code room shall be provided with R-30 Ceilings-Flat _ , r- freah air venting thm wall or R-13 2x4 wells Ceilings-Sloped J 1 11 roof. R-13 2x4 wells _1 (p - C ti�F W b (�� R-19 2x6"Its 7I� \\ �1 �I 11, �Q R- Floors over unclind outside apace I AI v. 11...1 (l ` - �( O R- Maxi over outside sir „ I F-1�� � U-.35 Maximum for all glass na co �210CCC 3v9t. V U-.35 Maximum for all exterior — a _ Doors 8 Basement doors 2' 2 +` l2 INTERIOR WALL FINISH ,m N I F VJ H I 6uo 11 � %"Gypsum Wall Board on all �- n 1 Ccoron AJ' to callings And Walls unless-noted. 51r1le— Moisture resistance W Gypsum I u I I I�UrI 't/a N 11 4 ( Board in Bathrooms as required. I rt.d, Iii rt "-1 a Refer W tables, schedules - N I std K a A' ov' r5� 'I 4" _ and details on sch-1 ^� Lft y/ 9 tv Cij ra , of Imo+ fc�i q� aH. ?a rt _• 3v . I Yrl. ^ Jstill ego li ' atNv� c T'LC- � ¢ lot"e'ag -_Permit Number _ r1 II Lyle 2 2i ri Y '� ed r1 2 r l l ✓+ iIV � o, � � � .C �_ �MECcheck Compliance Report Checked By/Date //New York State Energy Conservation Construction Coded ° 8MECcheck Software Version 3.3 Release Ic Data filename: A:\vazquez\ENERGY cck i2� p1 4uTITLE: Vazquez Residence I /II • 51C-^I I, II A� qIt � r p �IA YI II � OIr -" Ilzbl C'� 77011 Q,� GJ t- �I "r l COUNTY Suffolk I tr STATE New York a N f ,� n n d t.i HDD 5750 _ I,0 9 — 'j0 �7 zr7 �t3�•aJ.oIRSS CONSTRUCTION TYPE Detached I or 2 Family C L 17 11W GL — `9 _ 51.1.�W ER e,W IT Ff3o/`nf_` / I I'.6" Gr H'? t� G.arlt �l� r/ N w/ 5 ui J bi i» Li ro HEATING TYPE:Non-Electric (l..I u11 C� _ 1 1 ~ a > 0 > N g°wT g� T -� o o o M X Ir DATE:07/09/03 — — p to DATE OF PLANS: 7-03 X SII rt li k >L � O I PROJECT INFORMATION: North Sea Drive, Southold NY -2, IL •' ' Cyr. S 1..1 N = r H r COMPLIANCE: Passes 2952 5652 2i /Z"M'J 3e52 ; y goys. 3Oy'� ~ uai Maximum UA=320 tl.l Your Home=310 —/ ! V hCN Z t 2 3.1Y Better Than Code Il.p oW rJ 111 n cr Gross Glazing f' W W of Ares or Cavity Cont. or Door 6 � p — Perimeler R-Value R-Value U-Factor UA X r� S Ceiling I: Flat Ceiling or Scissor Truss 1410 30.0 0.0 49 Ceding 2: Cathedral Ceiling(no attic) 210 19.0 0.0 11 Wall I Wood Frame, 16" o.c. 1522 130 0.0 103 ---- Window 1: Wood Frame, Double Pane with Low-E 190 0.350 67 Door 2:Glass 61 0350 21 Door I: Solid 21 0.350 7 ' D IdOI-meq ��� l /^� Floor I Ail-Wood Joist/Truss,Over Unconditioned Space 1585 30.0 0.0 52 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the I �T^ v f/fw building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Cade requirements. When a 19 1 rro q4 nrr Registered Design Professional has stamped and signed this page,they are attesting that to the best ofhis/her " knowledge, belief,end professional judgment,such plans or specifications are in compliance with this Code. "Y 1 '(✓rgny+io I7J I �U SII J - - --- ---- --- - -- EF- -- _ ------ - -- ---- - --------- -- _ err - - - - -- 3GIIw wa 6� �AQaJT �R�iyC�r»�y QALY r6 I-t:Ll JI- -- I I/q - I��rn I II -- Q.o J RJ r7.V IIS 2AI� m 74 llul 1 F -. - — - J1- - - - - - - I I I waw ca�lSr t-2-1 (j HT I Q t/ K /71J� I J�vl ;i YIOIGiy.L I�CIII - r�'l�ai J y`fYry ' O ERT JAMES SCALE : ----------- 13 - HIGGNS DRAWN:rz = ARCHITECT REVS: D114G N ACRES PATH REVS: W \ WADING RIVER, NY 11792 REVS: 208-3351 REVS: